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Home My WebLink AboutLUA14-000859_Report 1CITY OF RENTON SHORT PLAT NO. _______ _ RENTON, WASHINGTON LEGEND -0 FOUND MONUMENT IN OISE; FEBRUARY 2014 0 TO BESET: RE8ARANOCAPPl522016 ,,, •• ~ EXISTING ROCKERY r--, L_ _ _I EXISTING CONCRETE i~J EX/STINGASPHALT l __ " BASIS OF BEARINGS RECORD OF SURVEY 2DD10607900002. TH£ MONUMENTED CENTERLlNE OF PARK AVENUE FROM NORTH 34TH STREET TO MJRTH 36TH STREET IS NORTH 01°52'40" EAST. EQUIPMENT USED TOPCON PS103A TOTAL STATION. STANDARD FIELD TRAVERSE 1'1£Pi0DS FOR CO/fTRDL AND STAKING. LINE TABLE LINE # I LENGTH I DJRECITON u 15.00 I 58B 0 42' 15"£ " 27Jfl I N1° 52' 40"f: " 12.00 I sea• 42' H"!: ,--------- CURVETADI~ ·--·· I CURVE# LENGTH n•n-,r DELTA IVH.nu:::, C, 24.92 25.00 57°06'23" C, 21.84 45.00 27"48'41" C, 16.67 ~-25.00 38°12'47" RECORDING NO. VOL./PAGE SCALE: NORTH 36TH STREET {FOREST AVENUE) r--N 88°58'59" W 664,27' ----------------, 15" ___JI_~_ PORTION OF 1 INCH • 30 FT. [li..lll::= " ' "' " NE 1/4 OF SW 1/4, S. 32, T. 24 N, R. 5 E., W.M. t ~1 ~ ~~11 :c:"' Ci" "' < " ~ ~ :j /~ 5: ~1~ ~~~ ~~ :ii ~ :'., '- ~ ~II ~ ;i: ,i_ ~ 1) i! .'i/i\!?TOi!l,;J:/·r;c.'\LN FDUW'(!.\1/JJ,; ,.J, /V /~1!J,\'Jti'11!.~"/ I .~:1){{/,-,\_,)+lHJJJ.Hl//).ll' lr.l.ll . .'l/1,./! !! 111 11 .\' J',nJ S7 J.f. i"V.\"(i-+X/1/-"\"/; ----L N88Q42'15"W 11.;;;:;;:1 I:? I 80.00' 64.oo· 61 _01 . ,\/;_,.-,,1 11!> ,1· Jti"/11 :';'J #.OJ:'fl.L.1/ /J R!GHTOFWAY ~I ~ DEDICAITOIV ~I z LOT l <(J LOT 2 I LOT 3 I +-.., l!,223SQ.IT.,i, ~ 6,57llSQ.FT.± k 6,210SQ.FT.± j t/ 27 ]t, f.=;;n,7;~ ~ ~ l'OJ.iJ.1/IJ/, (,' !NY/. /.'1/-1.\'_/ITI{.'>/ k ~ #lli!//f 1/M I ~ ~ HOUSE~ EX. SANITARY-. ~/ \ ., (;:{ ~ S •v PROPOSED LOT SE'NER MANHOLl ·,..._ 1 , •"J , ~ r,c-. ~ , TO DE , §! i::, U/VE (TYP) .... I L ... • ' "' ... ...... , n ) ~ ~ -'·4::--__ ~-REMOVED•,] :r ~ ------02.. I I_ ,. r,; . _ ~' _ :r ~ ~ , -I er • •. , ,;:,s,,&,z ''''v~J! • I: :I , ,:,.., Q·~2s.~-.-·-·-·-·--r·-·-·- . I I !_-:;!_/ S ' .. " ;, /: 'i , , o\ 80.00' 1..-64.00'"' ~i "l"().1j{l[!HG,_.1nu1 11, 11 I I 11 S88°42'1S"E 217.01" 61.01' ., ,, '~;.~,;:t:;' l :1' ' 1: / 1·==·-i -1' I I I' II • I • ~--_ u ACCES$AN0 I! 1 ·1· 1 1 :;7 ----EX ; UTIUTY f=ASEMEWf j ''. I"\ ''°"°'} ------1i I ' ;/ I ' , ·11 I ;i /I_ I "-EX. \' ATF/l ,);,;,'?I f)(}/.f .• /·.\ •1; L. i.l 171.) I : .S,: I ' METER (TYP) f ~ lh}O)".~-l7{ I , ·· ~~ tc jj 1.1J11.\.1nu.-;r i 'j LL. i3 \ =="'-L. #IU.!l().1{61 i 1 \i: i ~ ~rr---·..,,__-r I \1 ffi G UJ ex 1-1,uMNING /-. jV) : o2~ WALL ~\'iri :,e ~ 1· EX WOOD I. I f2~ FENCE n: wooc-I , . HLrA/NI/\GW;i/~ ', I I in '; l{I i « I fr" -f.-w ] I I I I I I l I I I I Rl'f..!.ID, .,'JH!'l/1:".\ IHJH.\AJ/·J,R L U/17.IHi-1/IOll',\I'/ \ #l.ll.!!11-11.i'I l{/lf!J:!(,/,: j(lS/f!'JJ~Ti,S.Yl8 f 11 ./Ill .\lh'. !DOW 11 HX #J./,_'/1}.}/.'.i ex Nu,,u ,1 11 Ii ! WWGE CURB ·--... I I / j· ~ EX. RETAINING r p I I I ~IVED I "I j _,/ WALL EX. FIRE\ I I ! J' HYDRANT \ I ·. '. I . '. ;-f'X. UTlLrlY I\ I' I I I POLE ),µ_·I I ;·-fX. COVERW ---_/.J';, I 1' ' / / l'IA!L/JOX!-S Ir -i-·1 I -----~ ---------L ____ _ I I 'L_L_ ? 2014 ~/· ~ I rr;u"---_/ ',:, 1 1~1 ~~0 .~"· =CI · , -o.O;~ ~ 322.27' (~'l "I ::s;;: .±1:iTON -----,/'-"'-~~ ~-~--. ___ _/'/_ORTH _}4TH STRlc,ET (EIGHTl:f AVENUE) O a: ~ SB8°42'1S"C 722.51' ------------Q ~ RECEIVE [) ----' ;;:e~"!;,':::occ £ ~ '< JUN 2 7 20\4 KENNYDALE VUE POINT SHORT PLAT l~i~ 1~r~ CITY OF Rl:Nl'ON PLANh1i\.!('", DiV'.-S\0~--.: BEYLER COHSU~TINO Plan. Design. Manage CONTI.CT p!oo, in·J01-41S7 '" 2SJ-Hi·JOSQ o,71,,,:on,,tt109.,om Ol'l'tCf 1602 Brld91pon w,~ W c,k,wood, ,tiA~l41' DWN. BY TAG/JAP CHKD B'r" tgold DAO'E 06/25/2014- SCALE 1"=30' JOB NO. H--029 SHEET ' °" APPROVALS: CITY OF RENTON OEPARTMEhlT Of OE\'ELOPMENl AND [NVIRONt.t[NlAL SERVlCES SHORT Pl.AT NO. _______ _ RENTON, WASHINGTON EXAMl>IEO ANO APPR0\1£0 THIS __ 0,._Y Of' ____ ,o __ C>IFIECTOR, LAND USE SfR._,CES 01-.,SION [X/11,11/<1£0 ANO APPROY(O THIS ----DAY Of ------· 20 __ DEDICATION l<:NOW AU. PEOPLE ev TliESE PRESENTS TI-1,H WE. TliE UNOCRSICNW OWNER(S)I D(~QPWENT EN(,jN[ER or INTEREST IN n1E L..\NO HERES"!" SHORT Sl/91:NVIOCO. HEliEBY OCCI..ARE T\,IS SHOftT PLH TO BE TH[ QS!.o.PMIC REPR(S£t!TA1JON CS THE SHORT Sl/B(l!VISION l,IAO( >lEREBY. ANO 00 flffiEBY OED,C;.T[ TO THE IJSE Of' 1}1[ PUBLIC FOR- E\IER, AI.L STR£f:TS N,iO A~NUE$ NOT SHOWN ...S l'Rl'...,,T( HER[CN ANO OC- OlCAT[ Tl-IE USE TI-IERECf" FOil ALL F>UBUC PURPOSB NOT INCONSrSTENT W.Tli ll1E USE THEREOF F"CR PuBUC HIGHWAY l'URPOSES, AND !USO Tlit RIGHT TO MAKE AU. NECESS.S.RY SLOPES FOR CUTS ANO flLLS UPON TH£ LOTS !1-!0ffi n1EREOff IN TliE ORl~N,J. REAS0NA8LE GRADINC or SAID S'tRE:ETS ANO AVE- NUES, AND F'\JRTHER OCOICAlE TO THE US£ OF TME PUl:IUC AU. fASOIENTS A"ID TRACTS SHOWN ON Tl11S SHORT PL.t.l •()(it ALL PUBLIC Puk?OSES ...S INDICATED THOlEON, INCl,.U[)IN(; BUT l'IOT lll,IITID TO PAAKS. OP(N sPACCS. UTILITIES .o.N0 0RAINIIG£ UNLESS SUCH EIISEM[NTS OR TRACTS ARE SPECIFIC- ALLY IOENTIFIED ON THIS SHORT PLAT AS SEII\IG DEDICATED OR CONVEYED TO A PERSON OR ENTITY onm~ nv,N Tl;( PUBLIC, IN WHICH CASE WC DO liERE- BY 0€DIC.O.TE SUCH SffiEETS, U.SEMtNTS.. GR TII.O.CTS TO Tl<E PERSON OR ENTITY IOENTifl(D ANO FOR rnE PURPOSE SH TED FURTl-ER. THE UHOERSIGNEO OWNERS Cf THE LANO HER!BY SHCRT SUB- 01\JllJEO WAIVE FOR TH[MSCL~, '!HE~ HE'li'S ANO ASSIGNS AN:) ANY Prnsotl OR ENTITY Dfl'll'IING mu FROM THE UNO[RSIGNEO, AAI.Y ANO AL1-Cl.AIMS FOR DAM/\GES ... GAINST KING COONTY. 11S S1JCC£SS0Fa:S H-10 ASSIGl-4S Y-1,ICH MAY BE OCCASIONED BY THE ESUBUStOM:NT. CONSTI!IJCTION. OR MAIN""EIU.IICE Of ROADS AND/OR ORAl~AGE SYS1'£MS •11rrn1H THIS SHORT SUBDl'IISICN OTHER rnAN Cl.AIMS RESULTING fROM !NAOECIUATE I.IAINT£HANCE Br KING COUNTY FURTHER, THE UN0ERS!Gtl(0 OY,N[RS Of THE LANO H(REl!Y SHORT SUB- Ol'IIOED .t.CREE FOR ""HEMSEL\£5. Tl-lOR HEIRS J.l,O ASSIGNS TO l~OEM"IIN ANO )-ICl.O ~ING COU!HY. ITS SUCCESSORS ANO ASSIGNS. l<ARIIUSS FF!OM ANY DAMAGE:. INCLUDING ANY COSTS OF OHENSE, Q.AIIIEO BY PERSONS IIIITHIN OR 'MrnOOT THIS StlORT SUBOl'IISWN TO 1-1"'1/E BEEN CAUSED BY .ll.TOIATIONS Of THE GROUND S,JRFAC[. VEGETATION. DRAINAGE 00: SUl!F,O.CE OR SU8-SURF'AC£ W.o.T!R !'LOWS WITffiN THIS SHORT SUB1l!V1Sl0N OR BY ESTABl.lSHMENT. CONST- RIJCTIOH OR MAIN1£NANCE Of THE ROADS '11\T}jlN Tl<IS SHORT SIJBDl-,SION. PR0'110(0 THIS W,O.IY(R >.NO IHDOINIFICATIOtl SHAU. NOT 8[ COtiS~EO AS REl.£ASING KING COUNTY, ITS 9.JCCE:SSORS OR ASSIGNS, FROI.I UMilLITY fOR Of.MAGES. INCWOING TliE COST or OCF'ENSE. RE:SUL n.ic IN WI-ICU OR IN PAAT FROM TMf NEGtiGENct r;F KINC COUNTY, ITS 9.JCCESSORS OR ASSIGNS TlilS SUBD1vr5l0N, OEOICAn<JN, WAI\IER CF Cl.AIMS /I.NO ,0.Gl!£EMENT TO HOLD HAF!l.lLESS IS t.lAIJE 111TH Tli[ FRE:[ CONSENT ANO IN ACCOROANCE Wlrn THE DESIRES Of SAi[• Oir.t!ERS. IN "'1TNESS 'M-IEREOF WE SET OUR H>.NOS AND su.LS. """ -~, ST,o.TE Of WASHINGT,)N COVNTY Of KINC NA¥E ~ I C£Rllrl' THAT I KNOW OR HA\IE S...TISf".0.CTORY EVIOEl<lct THAT SIGNED rn1s OEOICATIOO ANO ACl<NOW..EOGED IT TO BE (H>S/NER) FR£[ ,O.NO \/OLUNTARY ACT FOR THE USE$ -'NO 1"URP0S[$ M[NTIO'ol(O IN Tli[ INSTf!UMF.NT. STATE Dr t~fru""~"'~-------- NOTARY PU!lllC -------- PRINTED N,O.t,,e: or OIOTAAY PUBLIC --------"' ----------- MY APPOINTMEl<IT EXf'IR[S ----- ) " COUNTY Of ---------l I CERTIFY THAT I Kl<IOW OR HA\€ SATISFAUORY Ev.oENCE: THAT SIGNEO THIS OEOICAnON ANO ON OArn STAITO TliAT (HE/SHE) WAS AUTliORl2ED TO EXE.::UJE Tli[ INSTRUMENT ANO ,O.Cl(J<IO'M.ECG!'O IT AS TH[ ro er mt FREE >.N-,-=-~-r...fvc,o,c,o"'~==c,c,c.,c,c,oM=m=r usrs ANO PURPDSE:S MENTIONED IN TH[ INSTRUMENT. '""' =~---------S1GNATUR£ OF ~~~ ~!Ltor~------- NOTAAY PUBUC -------- ,~ ----------- t.lY APPOINTMENT (XpjR(S RECORDER'S CERTIFICS TE FILED FOR RECORD THIS DAY OF 20 ... AT . M IN BOOK OF .. AT PAGE ........ AT TisE REQUEST OF THQMAS_ R.__G_OL_D · sUR\ifY'o'i:i·s NAME MANAGER SUPT. OF RECORDS NJ4THsr N 13ROPI. ' • N33RDST ~ 8• n N32NDsr . /1 NJJSTST I !!J.OTlf sr N2!1THSf -------·-" N2$THST VICINITY MAP SCALE: 1"-1000' LAND SURVEYOR'S CERTIFICATE I !-EREBY CERTIFY TH 4 T THIS SHORT PLAT CORRECTLY REPRESENTS A SUR\'EY MADE BY ~E CR UNDER r.!Y DIRECT SUPERVISION IN CONFOR~ANCE WITH THE REQUIREMENTS OF THE SURVEY RECCRDING ACT CH~PTER 58.09 RCW AND 332-1:5D WAC IN APRIL, 2014 DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL/PAGE EXAt.llNEO A"D APPROVED THIS __ OAY OF-----20, __ """"' SCALE: I !JfCH ~ 30 M'. " " " OCPUTY ASSESSOR PORTION OF 116:::0UNl NUN&R -----------NE 1/4 OF SW 1/4, S. 32, T. 24 N., R 5 E., W.M. _.,.,,- £ LEGAL DESCRIPTION THE NORTH 102.lS fffTOf THE £AST 232.00 fffT OF TRACT 26, C.D. l'llllMAN'S LAKE WASHINGTON GARDEN OF EDfN AD0fl"10N TO SEA171..E: NO. J, ACCORDING TO THE Pt.AT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 63, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT 7HE SOUTH 27. 75 FEET OF 7HE WEST 15. 00 FEET THEREOF; SlTUATE 1/V 7HE COUNTY OF KING, STATE OF WASHINGTON. DESCRIPTION ABOVE PER S7FWART TITLE COMPANY COMMITMENT FOR TTn.E IN5URANCE ORDER NUMBER 01148-32239 DA TEO MAY 27, 2014. PARENT LOT GROSS AREA.-23,429 SQ. FT. ct NET AREA: 16,808 SQ. FT. ± ZONING: R-8 DENSITY PER CODE: 8 DWELLING UNITS PER NET ACRE PROPOSED DENSITY: 7.614 DWELLING UNITS PER NET ACRE LOT 1 I'"', ~-' GROSS AREA.-8,223 SQ. FT. ±. LU AREA OF ONSITE ACC£S5 & UTIL!Tr EASEMENT; 2,439 SQ. F'J"., ,__.,.,...- NET AREA: 5,784 SQ. FT. ± LU , . "<,.,,' LOT2 GROSS AREA: 6,578 SQ. FT. ± Li.~· AREA OF ONSITE ACCESS Ii UTILITY EASl'l•fENT: 5,106 SQ .. ~ IIET AREA; S,106 SQ. FT. ± LOT3 GROSS AREA: 6,270 SQ. FT. ct AREA OF ONSITE ACCESS lit UntJTY EASEMENT,• 0 SQ. FT. ± NET AREA: 6,270 SQ. FT. ± RIGHT OF WAY & EASEMENTS AREA OF RIGHT OF WAY DfDlCATION; 2,358 SQ. FT. :l: AREA OF ONSITE ACCESS & UTIL!Tr EASEMENT: 3,914 SQ. FT.-"' ,,·.j = ~ c--- N :z: ~ ---, 2 O z n ~ ;g ~ ,~,y ,_,~ """"' J'"; _;,., ' ' SEYLER KENNYDALE VUE POINT SHORT PLAT CONSULTING Plan. Design. Manage (:Ql{T,t,<;T p~on•-l!J-JOl-4151 ... , l~J-J3i-l950 b•ylucon,uitJ,g com O~flC! 7~02 6r,d9•port Woy w Llk•,.ood, WA9909 DWN BY <AG CHKO. 6Y l_1old D«E 06/25/20'4 SCALE 1"-30' J06 NO. 14-029 SHEET o, Cl TY OF REN TON SHORT PLAT NO. _____ _ RENTON, WASHINGTOfl l I LEGEND -0 fOUNO MONUM£riT IN CASE; FEBRUARY 1014 0 TO BE SET: REBAR Ar-JO CAP PLS 22016 EXISTING ROCXERY EXISTING CONCRETf EXISTING ASPHALT BASIS OF BEARINGS RECORD OF SURVEY 20010607900002. THE MONUMENTED CENTERLINE OF PARK AVENUE FROM NORTH 34TH STREET TO NORTH 36TH STREET JS N-ORTH OJ 0 52'40" EAST. EQUIPMENT USED TOPCON PSlOJA TOT Al STATION. STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. LINE TABLE LINE # I LENGTH l DIRECTION u 15.00 J S88°42' 25"£ " 27.78 1 N1° 52' 40"£ " 12.00 ! 588° 42' 15"£ CURVE TABLE CURVE# I LENGTl-f RADIUS DELTA c, I 24.92 25.00 57'06'2Y -~:---i~:~ _i._ 45.00 27''48'41" 25.00 38''12'47" l/s:e RECORDl~IG NO. VOL./PAGE NORTH 36TH STREET (FOREST AVENUE) ,1 ----N 88°58'59" W _ -664.27' ~ --- I~~ I~.;( ~-- SCALE· 1 INCH • 30 Fl'. '" ~ "' PORTION OF NE 1/4 OF SW 1/4, S. 32, T. 24 N, R. 5 E, W.M. t c "' ~ -J I ::, 2 ~1 :i!:~~ s:"~ '!: ~ j I~ 5: ~1~ ~o llJ~~ ~~~ ~ ~/,- ~ o': k---322.27' ,,;1:: _,,,,,·,, ,, I 1;.-; I .'1\I L I ( r ~27.00' -r .rr,/1 ·1,, · 80.00' N88'>4]'15"W ,-64.00' "!•/,! 21_2.01' -, 61.01' ,·,,,..,,,,, /!I!\ 81 ~ l.OTJ RIG/-fTOF;;;;::~~~I ~ 8,223SQ.FT.* DEDICA I I ' ,' ·.· RO,OSW '°' " t , I ,-'..,, fm'J ' ' t t i ,.,,, ~f,'/ k LOT2 LOT3 k 6¥\i'll f\Q. l"f.* f,2708Q. l<I.* § I ~ ~ , ,,, cc ~ l?1 ~ • · .... ·-+,-. ~ § ,-..1.w;.1.~, -~-L.',F.'i M,;,\'1-'<'!i I ~I • ',c, i "'"""" < ~ ; ~ :,,,; __ c~,-l,-,-----r----,, c,,, ' ----: " , mm I "'/~~-i~-,,.,.--i,~:::-:::-::~J~·-sii;a.~"·f,?i00'~\"~-ce~~---··: 1 r::· ._ ., oo· '" • .,.,,., ,,,,,,. I \_ ACCESS ~MEN< 1,•li/1/.'II, ,., '!II' t UITUTY i I I ~ i.LZ .... ,':/.TU; N, '1"-'i',-,: ·--...CJ /11, ' ,;; ·:~1 /_'/,/ 'ii•.~; k § ~ ~ 8 < c I, ;l',f)D I I. I ! ~ V) 1li ~/ 9~ . I_ I: '' ''"""'"" q (:, ''"''' I I t.1-,-, .... . et:~ /_.,. \~._,~i) I <::"' ••-:,·,., g~ ' I I I ! I I .'if .c.1,!:r1.·, w:., i !\ /\,,,,;;;. I L."uk,~ E• .. '-!~·,- 1.'>',Wi,i;: i' "' I ~}O'-,,...-·.W'- I I I I _1_·_. - l ,\; He !/,J/\/iNr l·'el,!' [c i.'Tf,,'7Y f'<n'c ,-u.,,,,,f,-, -oW.,-- l ' ,,;1 i! {,!),, _ _, ------ 0 -~· ---------~------ -+-------~-..!!2BI_H _}~R~ET (EIGHT/; ~El_ /_ \ '.-'.-1,\'Ji/l;,'( .'i!'',\f"P ,''/\10:•i• !i 1 S 88°42'.'S"E 722.SJ' I I I I _L ·--,,_/· --·1 i. : ;..,~-, ' ' ' . =,/ !/'/:I\ ·1,-,;r Ill\ ,'/_/,' ;· ',•1,.,, :1.•:1: ,,,,,. ,d- ~ ,:- ""' -;z ~-:J ,?' • 0 ,--:,;'., .. .... :.1 " - ?: C, \:j /s:e --.t"~ -~ ~ ~ ~-~lit !"¥~~"\ t' .a i iE BEYLER KENNYDALE VUE POINT SHORT PLAT :\.\.;"~,;di,, ~~ CONS!/~TING Plan. Design. Manage CONTACT pOono: 253.:ia,.~157 J,., 25J·3H·1"S0 •••••«~nOWl"n~.,o,., OfflC! 1601 s,•d1•oo<t Way w L,h,,o~d. WA 9 .. ,W OWN BY TAG/JAP CHKD. BY tgold OAIT JOB NO. 06/25/20'4 14-029 SCALE SHEET j".,,.30• OF (,; "TJ --; > ~: {.~) ,., ~'N · .. ) .~\ ~ --:.; ,--; ~ (~· z L.. C z ""' -.:, ~ (--:=J ,l:O,•, §~ Ii~~ ., ,,, i~ sl~~ ••V ~a'"!. ,.: ,.~~:1 w,,,~ ....... ,, :1 :i:i:1 lff f ff ff I ;I :I :1 f If If I ;1:1 ~I :1:1: ' 1 ' 1 ll !I !I !l!l 11 'I ii 11!1 11 'I 'I 'I !11111 !1 '1 '1 '1111111111 /( ·1 I , c ,-+i · l-1· 1-:-1 I ·· ~£ 'Ii~~ ~-,101 ~/~~~: ;~):~~ r-~ ::F! !/ 1111111111111,1,,,111 ~ Q ·.~ 'I 1·'··1··,01;,, I ·1· I_ }_. ! __ !!_ ! ~_!! :~_ r~ 1~ ! t, i I~ , _I 1 1-U """' 1 -1 -.-+t 1. ,, 1 ' --, I · ..... _ " :,. TI 1-"-'"'!• I,_)~ '1 ~ • ii m LI/If/TEO ACCESS RESIDENTIAL . F -· ~"t- ~. ·1 I I h !"'" !! I I .'H 0 it &-! i'"' is ~ r.i ,, 1 1! \ 1di I. ' . ' l ', ',. !.. ~-:wi= I; ~i ~-~~ ~-~o ~~ • ii 'I ' " !·I' ;~~~ 8 ~~ --t,· -· ·-·-r----------~ H :l: & ' ! 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Manage .IOII IIIUMIIER ,·-200· 06/17/2014 JAP LCB OTY OF RE:HTOH, WASHIHCTOH 14-029 Of'FICI! 7602 llrldgeport w-, W Suite lD LMewood, WA 91499 CONTACT SH ET I Of I phone 253·301•4157 tax. 253 336 3950 beylerconsultlng com NM 1.0 CITY OF RENTON SHORT PLAT '\JO.__ __ RENTON, WASHl'\JGTON ' ~ I LEGEND -0-FOUND MONUMENT IN CASE; FEBRUARY 2014 0 TO BE SET: REBAR AND CAP PLS 22016 EXISTING ROCKERY I' L:., C EXISTING CONCRETE EXISTING ASPHALT BASIS OF BEARINGS RECORD OF SURVEY 20010607900002, THE MONUMENTED CENTERUNE OF PARK AVENUE FROM NORTH 34TH STREET TD NORTH 36TH STRffT IS NORTH 01 °52'40• EAST. EQUIPMENT USED TOPCON PS103A TOTAL STATION, STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING, LINE TABLE LINE# LENGTH DIRECTION L1 L2 L3 CURVE# C3 15,00 $88° 42' l S"E 27.78 Nl' 52'40"E 12.00 588° 42' 15"E CURVE TABLE LENGTH 24.92 21.84 16.67 RADIUS 25.00 DELTA 57°06'23• 21°4s·41• 38°12'4r 15<:: ,;! ~ l"l:t.i..,Ur;:UJNt.., t'iV. VUL./t"Avt. NORTH 36TH STREET (FOREST AVENUE) SCALE: 1 lJfCH • :,0 PT. iiiiii ) r-_ ---N 88°58'59" W _ 664.27' . ----~~: __ 1& 30 O,I) 0 PORTION OF NE 1/4 OF SW 1/4, S. J2, T. 24 N., R. 5 E., W.M. i ~ ~ IJ.J I g ~1 QJ ci -<:: ::i ~ ~ ii? _, I .:S ~:"'1~ '-"' V, IJJ ~ ii, ::i lo"~ ~~,~ :::,; ~ ii k- ___ L RIGHT OF WAY DEDICATION COJ..01,{Bl,(;,\R\ T. Ult 1'i J-fTll SI u;,:10-.H6f> I ' F.X. SA-'.UTARY ··, I SfWf P .ll.f4Nlf{1LJ..= .............. nnan-:Rv. ,\D:=t?-1 n1:, _;n:Ln •.HO.l('L~l~/lo "-..i =21 ,: r l' Ji g, :(!I !" Q ~ " ::,1 :.1, :0.l lAR JYtRE. r.1·c1:\-E R li'OJ!". .•til HST i,;;4:_:1}.1)11 -21.00· -,T-so.oo• 27' ~ ~ LOT! 8,213 SQ. FT • 80.00' 1x::.rmrni; J Nl'IR:..\:A•MAJILER DA\' l·H9 ".16TH ;i T IUIZIO..ll·L! NB8°42'15'W 232.01 ,- I~ ... ::: '"' "' _ .. ~ at 64.00' LOT2 6,S78 SQ Fr * -·-·--,·-·- }~ ;., " Moo· I S88°42'15•t 217.01' i' - ~ ~ -~ l. ... ACCESS AND 1_,i., T()~~c;+ZHf~i:• Ml-.:NA IU:\ ~ )6"'.:'"1-f s·1 #J.HllO-l)ij 61.01' LOTJ b.270SQ. FT:&. PR.DPOSEDLOT UNE (TYP) ~ ~ ;" Q _ ... ? a1 61.01' -. .ti RYl .. \"\;i), .,;,TET'ltC, J)+JE:xi'.\t.t-·T:.R i. -IO"l'MEA()t)W -1...\'E'.1\ *' ;.p:o • .r :li I: -{; I ' I '-LJ .;:, . >-' I '\. I urn TTY EASEMENT J I ! I I ) .. ) II I i :q:: : I '-EX. WAT•!! , j I ,· 1 ~ _Ii · NE ffR (T'rPi I K l I l.i. .., · ~-..... _.) 0~ DOLLl~G [.)A\'lll _M.;.Jn\" ~T~E I Hd '\' ,t-fTJI ST jpJ -:.l·1 10...Jl6-1 d as i i-:. :s:rr----"--- 1-tffi ! §t:J'ti \-E~P.~.ET;M;NT~v·-:------r-----1'.5 ,?: ~ WALL ' ,_, F.X W00D r I . o ~ r .,.....,.. .. EX. .-\'COD RH<INJNG W,1LL --~ . ~ at t./// fINct .. I f ~ 1 I JI ....12t• l lT i1; __,_20· I I EX. Asµ,,,;cr ' Wf.D(;F ,-•1rm ...._,_h. ::. ... . < , L tX. /'lAi 1 . :: 1 v· _r-i:~. Rtli;Jr.JtvG h'tDH..Af~T ~ f [i WAl.L ~\_ '! j /-fX u i!UiY ---I i} i i ; PO!.• -_., !---L_ 1 \_ / 1 F"'<. COVER FD i 1 , / ~A:t BOXF.:i 122.27' -./ "' ~1 ----------v'--_-----··~ ~n - --· -'5, \_ :·~-=--- ...... EX. SANJTARY ..!!2!!:I!' _!4TH STRE__§T (EIGHT!:! AVENUE)_ S 88°42'15" E 722.SI' SE v-.'ER. ."'1.4NHOL!: I ) I j I I _L R.W:rrAC[) JO..lil'll+TE""lE O' JIii }LEJ..l)(, .• \' ~\Vi:~ illlJLW) .. Jt.:i5 ~ a<:: "' Cl llJ u5:::. ~ '<( iE SEYLER KENNYDALE VUE POINT SHORT PLAT COXBtrJ.TIXG Plan. Design. Manage CONTACT OmCI p~ 253-JOt-4157 tu:; 253 336 l950 i,,..,1 ......... ,,1t; .. .,,. ...... 76;l! .. ~-~"!:!! OWN. BY TAG/JAP CHKO. BY DATE Ol!/25/2014 SCALE JOB ~o. '4-029 SHEET A PORTION OF SECTION 32, TOWNSHIP 24 N., RANGE 05 E .. W M KENNYDALE VUE POINT PRELIMINARY PLAN PARCEL NO. 334210·3165 \ ' ' '· -----' ' t " + • Jan Illian From: Sent: To: Mike Lombardo <mike@hugheshomes.com> Monday, June 27, 2016 2:03 PM Jan Illian Subject: Fwd: LUA 14-000916, 2001 Union Avenue Short Plat City Comments.pd! Attachments: ----------Original Message ---------- From: hansensurvey@comcast.net JUN 2 8 :'11 ,[ To: "Hughes, Mike" <mike@hugheshomes.com>, Bill Hughes <bill@hugheshomes.com> Date: June 27,2016 at 4:37 PM Subject: Fwd: LUA 14-000916, 2001 Union Avenue Short Plat Good Morning Jan, This email, per your request, is to provide responses to the Final Short Plat Submittal Review comments on the attached pdf. For organizational purposes, the below comments are numbered to reflect the comments on the attached pdf starting at the top of the page. 1. The title report was provided with the submittal package. 2. We revised the survey to show enough information to relate the map and the monuments. This is shown on sheets 2 and 3 of the survey. 3. We revised the survey and provided a section breakdown on sheet 2 of the survey. 4. We revised the survey to provide descriptions of the types of monuments found. These are shown on sheets 2 and 3 of the survey. 5. We revised the survey to provide a Declaration of Covenant for BMP's on sheet 1 of the survey. 6. We revised the survey and provided a "References" box to show referenced surveys. This is on sheets 2 and 3 of the survey. 7. We removed the agreement from the survey. The agreement was on sheet 1. 1 8. We revised the su J to provide a space for the record . ·~ number of the public sewer/water easement on sheet 2 of the survey. We also provided an easement document for review. 9. We removed the property address and tax parcel number from the Legal Description box on sheet 1 of the survey. 10. We changed the verbage for Tract A in the "Tract Notes" box on sheet 1 to read Public Access Easement. 11 . These will be taken care of as each building permit is applied for. 12. We submitted 4 copies of the asbuilt drawing. Please call or email with any comments or questions. Have a great day. Rick Farrell ; Hansen Surveying 17701 108th Ave SE PMB #208 Renton, WA 98055 Tel: 425-235-8440 Fax:425-235-0266 The information contained in this electronic communication is personal, privileged and/or confidential information intended only for the use of the individual(s) or entity(ies) to which it has been addressed. If you read this communication and are not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication, other than delivery to the intended recipient is strictly prohibited. If you have received this communication in error, please immediately notify the sender by reply e-mail. Thank you. 2 stewart title STG DATE DOWN ENDORSEMENT 1 ATTACHED TO POLICY NUMBER ISSUED BY STEWART TITLE GUARANTY COMPANY File No.: 01148-55638 1. Schedule A of the above policy is hereby amended in the following particulars: (a) The effective Date of Policy is hereby extended to June 15, 2016 2. Schedule B of the above policy is hereby amended in the following particulars: (a) The following numbered exceptions are hereby deleted: NONE (b) The legal description is hereby amended as follows: Charge: The North 102.75 feet of the East 232.00 feet of Tract 26, G.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the plat thereof recorded in volume 11 of Plat, Page 63, records of King County, Washington; Except the South 27.75 feet of the West 15.00 feet thereof. Situate in the County of King, State of Washington. This endorsement is made a part of the policy and is subject to all of the terms and provisions thereof and of any prior endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the policy and any prior endorsements, nor does it extend the effective date of the policy and any prior endorsements, nor does it increase the face amount thereof. Authortzed Countersignature ?~~ Matt Morris President and CEO ~ Secretary For purposes of this form the ~Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. File No: 01148-55638 STG Date Down Endorsement 1 Page 1 of 1 - iB"t, ,, ,fl, SEYLER June 22, 2016 City of Renton Technical Services Amanda Askren Via email: aaskren@rentonwa.gov RE: Kenneydale Vue Point Short Plat #LUA14-000859 -Response to Advisory Notes dated June 13, 2016 We have made the following revisions to the Short Plat per your advisory notes dated June 13, 2016 as follows: Engineering Review Comments (Ann Fowler) Asbuilts Drawings a. Infiltration Trenches on Lots 1 and 2 have not been installed thus are not shown on the asbuilt plans. New street sign has been added to the asbuilts plans. Will await further comments from inspector and Maintenance before resubmitting asbuilts plans. 1. The forms state Cast for the piping materials for the water system construction costs. The asbuilts plans and construction plans show DI piping material. Please verify and adjust as necessary. a. Forms have been updated to reflect DI piping 2. There is no 6" water pipe shown on the plans. Please verify and adjust either the as built plans or the forms as necessary a. Forms have been updated to reflect no 6" water pipe 3. Only Public improvements are to be included in the bill of sale documents. The Storm drainage system is a private system and will not be owner by the City. Please remove all costs and reference to the storm drainage system from the bill of sale documents. a. Bill of sale document has been updated 4. The declaration of covenant is missing the grantor name on the first page. Site plans to be included on the declaration should provide all information required by section C.4.2 of Appendix C of the 2009 King County Stormwater Design Manual. a. The declaration of covenant will be submitted at a later date, after we can get clarification on how to approach the covenant for this short plat. We have tried to reach out with no response yet. 7602 Bridgeport Way W, Ste 30 Lakewood, WA 98499 phone: 253-301-4157 fax: 253-336-3950 Plan. Design. Manage fSS.AQU.r\H CiTlCE 455 Rainier Blvd N Issaquah, WA 98027 phone: 425-392-8055 fax: 425 392-0108 LTR-CJ)R P('v:en: C0rnr:1,::nts Response 20JG.06.2).docx • Planning Review Comment (Clark Close) 1. Update Plat Map, Parent Lot Net Area a. Per the Technical Services Comments, the Parent Lot Net area has been removed from the plat map Technical Services Comments (Corey Thomas) 1. Provide Standard City Street name sign. a. Street name sign is being installed at the northeast corner of Garden Ave N and North 34th St. The sign will be located adjacent/north side of the street sign that says '1308 thru 1320'. 2. Provide 4-inch square blue fire hydrant street reflector for hydrant location purposes. a. Reflector for hydrant is being installed. Technical Services Comments (Amanda Askren) Access & Utility Easement comments: • The description and depiction exhibits are attached. • Note on short plat and separate easement documents both provided in response to private and public easement concerns Declaration of Covenant comments: • Title endorsement provided which corrects the description in the subdivision guarantee • Depiction exhibit changed to remove hatching Deed of Dedication comments: • Coding on depiction exhibit corrected, numbers now show as numbers • Title endorsement provided which corrects the description in the subdivision guarantee j)' 1,9; BEYLER -.. Short Plat Final Map comments: • Renton LND number added to map in smaller font than LUA number • Space added for recording number of Deed of Dedication • Space added for recording number of Declaration of Covenant for Flow Control BMPs • Two ties shown to City of Renton Survey Control Network, monument numbers shown, monument type in legend, northings and eastings removed • Information shown for determination of boundary of Tract 26 • As-built location of new home now shown on Lot 3 • Summary of lot areas and density removed from map sheet • All easements shown on subdivision guarantee shown on map sheets • Relevant researched resources listed on map sheet • Plat names and lot and tract numbers of adjoining properties now shown in place of parcel numbers and persons' names Short Plat Final Map comments (continued): • Approval blocks revised • Spaces and notary blocks provided for all vested owners of the subject plat • Owners' Declaration revised • Title endorsement provided which corrects the description in the subdivision guarantee • As-built location of new home now shown on Lot 3 Should you have any questions please feel free to contact me at (253) 301-4157. Sincerely, Brandon Loucks, P.E. iB: BEYLER ' Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 DEED OF DEDICATION Property Tax Parcel Number: 3342103165 Project File#: LUA 14-000859 Street Intersection: 1316 N 34TH ST Reference Number(s) of Documents assigned or released: Additional reference numbers are on page_~· Grantor(s): Alex White & Campa~ Real Grantee(s): 1. Estate Development, Inc., a WA orp l. City of Renton, a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must ga here. Additional legal on page I A portion of section 32, township 24 north, range 5, W.M. See Exhibit A The Grantor, for and in consideration of mutual benefits conveys, quit claims, dedicates and donates to the Grantee{s} as named above, the above described real estate situated in the County of King, State of Washington. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Approved and Accepted Bv: Grantor(s): Grantee(s): City of Renton Mayor City Clerk INDIVIDUAL FORM OF STATE OF WASHINGTON ) ss ACKNOWLEDGMENT COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: /DEED.DOC\ SMT Page 1 of 4 FORM 04 0001/bh '.... '., n •• Project: WO# LUA000859 PIO . Exhibit A Lega I Description GRANTOR: Alex White & Company Stre,et The West 27 feet of the North 102.75 feet of the East 232.00 feet of Tract 26, G.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the plat thereof recorded in volume 11 of plats, page 63, records of King County, Washington. Except the South 27.75 feet of the West 15.00 feet thereof. Situate in the county of King, state of Washington. /DEED.DOC\ SMT Page 2 of 4 FORM 04 0001/bh RIGHT OF WAY DEDICATION I - 232' I ~27' I, RIGHT OF WAY " APN: 334210-3165 DEDICATION C "--15' 1 I I I I' I ~ "' "J I ' 'I< I 30 15 0 30 SCALE: 1" = 30' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. ADDRESS: 1316 N 34TH ST RENTON, WA CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION PAGE 3 OF4 ~ 8 .... -NE CORNER TRACT 26 -- i!t BEYLER OFFICE 7602 Bridgeport Way W #3D Lakewood, WA 98499 CONTACT phone: 253-301-4157 fax: 253-336-3950 beyl erconsulting .com IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) 55 COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON l 55 COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) 55 COUNTY OF KING ) On this day of 19 __ , before me personally appeared to me known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: /DEED.DOC\ SMT Page 4 of 4 FORM 04 0001/bh • COST DATA AND INVENTORY CITY WTR--------- PROJECT WWP--------- NUMBERS: SWP-Project Number: LUA14-000859 & U14-005633 -------- NAME OF PROJECT: Kennydale Vue Pointe TRO-________ TED--------- TO: City of Renton Plan Review Section Planning/Building/Public Works 1055 South Grady Way 6~ floor Renton, WA 98055 FROM: Alex )/\lhite & Co ,RE Development Inc DATE: Q6/??/?Q16 Per the request of the City of Renton, the following information is furnished concerning costs for improvements proposed to be installed for the above referenced project. · WATER SYSTEM CONSTRUCTION COSTS: Length Size 145 L.F. of 8" 126 L.F. of " 5 L.F. of L.F. of EACH of EACH of EACH of Type .._..,.._ __ WA TERMAIN -'-"=--WATERMAIN '-""'----WA TERMAIN ----WA TERMAIN ="'---GA TE VALVES Cast Cast Cast Clow '-"-""'---GATE VALVES Labor Clow '-"'"""---GA TE VALVES Clow -'----EACH of Clow FIRE HYDRANT ASSEMBLIES (Cost of Fire Hydrants must be listed separately) Engineering Design Costs City Permit Fees Washington State Sales Tax $1,652.43 TOTAL COST FOR WATER SYSTEM $7,730.00 $6,398.00 $3,266.00 $1 500.00 $750 00 . ~1 296 43 SANITARY SEWER SYSTEM: Labor $6,600.00 STORM DRAINAGE SYSTEM: Length 132 L.F. of 63 L.F. of L.F. of 1 EA of Size 8" 6" 48" Type PVC SEWER MAIN -p-v~c---SEWER MAIN SEWER MAIN _D_IAM_E_TE_R MANHOLF.S Engineering Design Costs $2,000.00 City Pennit Fees $ 1 000.00 Washington State Sales T,u $627.00 (Sewer Srub ~ line betwi=eo sewer main and private property line) S 1500 00 Length L.F. of L.F. of L.F. of EA of EA of EA of Size Type STORM LINE ---STORM LINE ---STORM LINE STORM INLET ---STORM CATCHBASIN ---STORM CATCHBASlN Engineering Design Casas $ ~----- City Permit Fees $ ~----- TOTAL COST FOR SANITARY SEWER SYSTEM S 14 ,aJo.QQ Washington State Sales T,u $ TOTAL COST FOR STORM DRAINAGE SYSTEM -$~---- STREET IMPROVEMENTS: (Iocluding Curb, Gutter, Sidewalk, Asphalt Pavement and Street LigJ:Iting) Asphalt and Extruded Curb -$14,481.00 SIGNALIZATION: (Including Eng. Design Costs, City Permit Fees, WA St Saks Tax) $0.00 STREET LIGHTING: (Including Eng. Design Costs, City Permit Fees, WA St Sales Tax) Alex White -President of Alex White & Co RE Dev. Inc 206 949 9850 Print signatory name (day phone#) fonns/COSIDATA.DOC/bh (SJGNA TURE) (Signatory must be authorized agent or owner of subject development) , I Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 BILL OF SALE 1 Proj Name: Kennydale Vue Point Project File#: LUA 14-000859 Street Intersection: Prnperty Tax Parcel Number: 33421 O -3165 Address: 1316 N 34TH ST RENTON Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. Alex White & Company RE Development Inc 2. I. City of Renton, a Municipal Corporation The Grantor, as named above. for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: Length Size ~ 145 L.F. of 8 ,, cast Water Main 126 L.F. of A ,, cast Water Main r L.F. of " " cast Water Main 1 each of ,, Gate Valves , each of 0 " Gate Valves 1 each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size ~ 132 L.F. of 0 ,, e11c Sewer Main 63 L.F. of 6 ,, PVC Sewer Main L.F. of ,, Sewer Main 1 each of 48 .. Diameter Manholes each of .. Diameter Manholes each of " Lift Stations STORM DRAINAGE SYSTEM: Length Size ~ L.F. of .. Storm Main L.F. of .. -Storm Main L.F. of .. Stonn Main each of .. Storm Jnlet/Outlel each of .. Storm Catch Basin each of ,, Manhole STRE~PROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk ----1.50'.. ____ L.F. Asphalt Pavement: SY or 150 L. F. of 27 .5 Width STREET LIGHTING: # of Poles n By this conveyance, Grantor will warrantand defend the sale hereby made unlo the Grantee against all and every person or persons, whomsoever, lawfullv claimin9 or to claim the same. This convevance shall bind the heirs, executors, administrators and aslins forever. \\rvfps-0 l \data\Piau.a\DA TA_ CenteJ\F orms\PBPW\BILLSALE2.D0CJIP Page I Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: ACCESS & UTILITY EASEMENT PROPERTY TAX PARCEL NUMBER: 3342103165 Project File#: LUA14-000859 Street Intersection: 1316 N 341• ST Grantor(s) Grantee(s): 1. 1. City of Renton, a Municipal Corporation That said Grantor(s), for and in consideration of mutual benefits, grant and conveys unto the said Grantee an easement for ingress and egress over, under, across and through the following described real p'roperty in King County, Washington: Additional legal is on page 3 of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: A portion of Section 32, Township 24 North, Range 5 East, W.M. Together with the right to the said Grantee to construct, reconstruct, operate and maintain such access, whether natural, artificially surfaced otherwise. This easement is nonexclusive. 1. Grantor reserves the right to use the easement for any purpose not inconsistent with the rights herein granted. 2. The Grantor may not erect any structure over the easement or other obstruction, which will interfere with the use of this easement. 3. Grantee may from time to time remove trees, bushes or other obstructions within the easement and may level and grade the easement to the extent reasonably necessary to carry out the purpose of this easement provided that following any such work, the Grantee shall, to the extent reasonably practical, restore the easement to the condition it was immediately prior to such work. 4. Grantee may not grant another easement, which interferes with or is inconsistent with this easement. 5. Grantee may not make any other action that will diminish, abrogate, or interfere with this easement. 6. Successors and Assigns: The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. Page 1 of 5 Title: ACCESS & UTILITY EASEMENT PROPERTY TAX PARCEL NUMBER: 3342103165 Project File#: LUA14-000859 Street Intersection: 1316 N 34th ST IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this __ day Of .20 __ _ -------------~ Grantor -------------~Grantor Notary Seal must be within box STATE OF WASHINGTON COUNTY OF KING ss ) On this __ day of ______ ~ 20~ before me appeared ____________________ _ to me known to be ------------------ 0 f the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath state that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) _____________ _ My appointment expires: __________ _ Dated: Page 2 of 5 EXHIBIT A LEGAL DESCRIPTION OF BURDENED PARCEL 1316 NORTH 3411-1 STREET, RENTON, KING COUNTY PARCEL NUMBER: 3342103165 ' THE NOR[H)Q2.75FEET QF THE EAST232.00 FEETOFTRACT2c6, f.I;). . ··. .· .. HILLMAN/SLAKE WASHINGTON GARDEN QFEPEN ADDlTlONT;() SEA:'.E'LE N0:4;ACCORI1ING TO'.fHE ]?LAT THEREOF RECORDEDIN{YQ~~jf<i)B'. . j>L~J.'$,''.gj@E:('S;).63, I{ECORDSOF KJNOC(?VNTY; W~&~G'i;(l}ij;( :, ';',; :'>::·:<. .. . ·;:;:!\YitJt{ ',·-.';_~::,/;>; .. EN,«J:lPTTBESOWfH27;75FEETOFTHE WESTIS:00 FEET T:HllR:EOF;{, . ' ,· }f ~))1{;!1v: (R.E$P~ONAJ30VEPER STEWARTT1J'f.,ECJ)~Al-i)'?CO~MENT:FOW· .. T~:~~~CEQ'Rl)EltNU:cv$ER0Il48~32239''Dl1:IBD !ID\Yi~f~9~4t) ,· ' -J_:} . --~F.:/}/ EXHIBITB EASEMENT LEGAL DESCRIPTION COMMENCING AT THE NORTHEAT CORNER OF TRACT 26, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO .. l, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 63, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG THE EAST LINE OF SAID TRACT 26, SOUTH 1 °52'40" WEST, 102.78 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID TRACT 26, NORTH 88~42' 15" WEST, 61.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING PARALLEL WITH SAID NORTH LINE, NORTH 88°42' 15" WEST, 144.00 FEET; THENCE PARALLEL WITH SAID EAST LINE, NORTH 1°52'40" EAST, 55.41 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 68°48' 14" EAST, 25.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 58°17'57" AN ARC DISTANCE OF 25.44 FEET TO A POINT OF RETURN CURVATURE THE RADIUS POINT OF WHICH BEARS SOUTH I 0°30' 17" WEST, 45.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32°39'23" AN ARC DISTANCE OF 25.65 FEET TO A POINT OF RETURN CURVATURE THE RADIUS POINT OF WHICH BEARS NORTH 43°09'40" EAST, 25.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41 °51 '55" AN ARC DISTANCE OF 18.27 FEET; THENCE PARALLEL WITH SAID NORTH LINE, SOUTH 88°42' 15" EAST, 85.06 FEET; THENCE PARALLEL WITH SAID EAST LINE, SOUTH 1"52'40" WEST, 23.00 FEET TO THE TRUE POINT OF BEGINNING. SITU A TE IN THE CIYT OF RENTON, COUNTY OF KING, ST ATE OF WASHINGTON. EXHIBITC ACCESS & UTILITY EASEMENT DEPICTION -I _ --/.,. N 88°42'15" W 232.01' I ~ I I =::::::::? NE CORNER TRACT26 CURVE# Cl C2 C3 ~ c., I~~ . ;., ~ C'~ 'I-• I . [;l ~ 0 ... c:, ~ ~ APN: 334210·3165 ADDRESS: 1316 N 34TH ST RENTON, WA ACCESS AND UTIUTY EASEMENT UJ • Cl C.,;, -:::,C: N 88°42'15" W 85.06' 1 c:, ~ c:, N • Lrj "1 0 "' .... c:, ~ ~ .... UJ • c:, :'.',I- ~ 0 ~ <: !-144.00' -... -<: 61.01' -J CURVE TABLE LENGTH RADIUS DELTA 25.44 25.00 58°17'57" 25.65 45.00 32°39'23" 18.27 25.00 41°51'55" N.88°42'15" W 205.01' TRACT26 CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDmON 30 15 0 30 SCALE: 1" = 30' NOTE: THIS MAP DOES NOT REPRESE=NT A SURVEY A,ND IS PROVIDE=D FOR REFERENCE= ONLY. at SEYLER CONSUL1'lNC OFFICE 7602 Bridgeport Way W #30 Lakewood, WA 98499 CONTACT phone: 253·301-4157 fax: 253-336·3950 beylerconsult!ng .com stewart title SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Guarantee No.: G-6329-8681 Order No.: 01148-55638 Fee: $328.50 Dated: April 7, 2016 at 2:18PM Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. Authorized Countersignature ?~~ Matt Morr President and CE ~ Secreta, For coverage infonnation or assistance resolving a complaint, call (800) 729-1902 or visit www.stewart.com. For purposes of this form the "Stewart Title" logo featured above is the represented logo for the underwriter, Stewart Title Guaranty Company. In writing this company, please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial No. WA Subdivision Guarantee File No. 01148-55638 Guarantee Serial No.: G-6329-8681 Page 1 of 4 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Effective Date: April 7, 2016 at 2:18PM Prepared by: Stewart Title Company 18000 International Blvd., Suite 500 SeaTac, WA 98188 Guarantee No.: G-6329-8681 Premium: $328.50 Sales Tax: [Enter Data] Total: [Enter Data] OWNERS: Alex White & Company Real Estate Development, Inc., a Washington corporation LEGAL DESCRIPTION: See Exhibit "A" Attached Hereto SUBJECT TO: 1. WA Subdivision Guarantee File No.: 01148-55638 Guarantee Serial No.: G·6329·8681 Page 2 of4 SUBDIVISION GUARANTEE EXHIBIT "A" LEGAL DESCRIPTION ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Guarantee No.: G-6329-8681 The North 102.75 feet of the East 232.00 feet of Tract 26, C.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the oplat thereof recorded in volume 11 of Plat, Page 63, records of King County, Washington; Except the South 17. 75 feet of th eWest 15.00 feet thereof. Situate in the County of King, State of Washington. WA Subdivision Guarantee File No.: 01148-55638 Guarantee Serial No.: G-6329-8681 Page 3 of 4 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Guarantee No.: G-6329-8681 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land. WA Subdivision Guarantee File No .. 01148-55638 Guarantee Serial No.: G-6329--8681 Page 4 of 4 ; iB: SEYLER CON~iUL':'l'NG July 19, 2016 City of Renton 1055 S. Grady Way Renton, WA 98057 RE: Kenneydale Vue Point Short Plat #LUA14-000859 -Response to Advisory Notes dated July 18, 2016 We have made the following revisions to the Short Plat per your advisory notes dated June 13, 2016 as follows: Engineering Review Comments (Ann Fowler) 1. The forms state Cast for the piping materials for the water system construction costs. The asbuilts plans and construction plans show DI piping material. Please verify and adjust as necessary. Forms have been updated to reflect DI piping 2. There is no 6" water pipe shown on the plans. Please verify and adjust either the as built plans or the forms as necessary The pipe from the 8" main to the Fire Hydrant is 6". However, this is a part of the Fire Hydrant assembly, along with the 6" gate valve, thus 6" gate valve and 6" pipe have been removed from the forms. Also, the 6" sewer pipe was removed as this is a part of the private side sewer. 3. Only Public improvements are to be included in the bill of sale documents. The Storm drainage system is a private system and will not be owner by the City. Please remove all costs and reference to the storm drainage system from the bill of sale documents. a. Bill of sale document reflects no stormwater. b. Documents have been completed on the updated forms. Planning Review Comment {Clark Close) 1. Label setbacks of new home on Lot 3 a. Setback have been added as per the approved building site plan. Technical Services Comments (Amanda Askren) 1. Sheet 2 has varying text sizes and multiples on top of each other in the Right-of-Way dedication dimensions. a. Text has been corrected. LAKEINOOD OFFICE 7602 Bridgeport Way W, Ste 3D Lakewood, WA 98499 phone: 253-301-4157 fax: 253-336-3950 be )'1 : crco n su I t1 ng. corn Plan. Design. Manage fSSAQUi'\1-~ OFHCt: 455 Rainier Blvd N Issaquah, WA 98027 phone: 425-392-8055 fax: 425-392-0108 Cl'/[I_ i!. STR .. v·n,f:./;I_ Ef·k~lf·iFf-+'..M~, i I l~f-,'.) _'.,_;I_IR'.n.::YINl~ I Pl.f>,rlf'W·J~ f'i~C)_ii :_·T 1-!!\ii;\'._~::JH:f'-I r I tA'..,~E'-'.UTY · F[Rt,L-[:<Pf:DI,..'.1J•, ·; !,I< LTR-COR Review Con11·nents Response 2016.07.18.clocx 2. Two ties to the City of Renton Cqntrol network are required. The monuments provided this review represent vertical control within the Network. Acceptable monuments for the City of Renton Control network can be found on the City of Renton CORs Maps online or can be provided if requested. If the monuments are not located, please show geometry necessary to tie the survey into the network. a. City monuments were previously used. The Survey was referred that set the city monuments. However, they have not apparently been added to the CORs database yet. To keep the project moving alone, other monuments were referenced on the Plat map that are in the database. Should you have any questions please feel free to contact me at (253) 301-4157. Sincerely, Brandon Loucks, P.E. iB: BEYLER Page 2 of 2 "."''.'"'; 1'' DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT _______ ,,,_. r f City of , (:'/~ -1\ ~11 r 011 a COST DATA AND INVENTORY Project Name: Kennydale Vue Pointe TO: City of Renton Development Engineering Plan Review 1055 S Grady Way, 61 1, Floor Renton, WA 98057 For City Use Only City WTR- Project WWP- Numbers: $WP- TRO- TED· FROM: Alex White & Company Real Estate Development. Inc. DATE: July 18TH 2016 Per the request of the City of Renton, the following information is furnished concerning costs for improvements proposed to be installed for the above referenced project. WATER SYSTEM CONSTRUCTION COSTS: Type WATERMAIN Ductile Iron WATERMAIN Ductle Iron WATERMAIN WATERMAIN GATE VALVES GATE VALVES Ductile Iron Length 145 L.F of 126 L.F of L.F of l.F of Each of Each of Size {Inches) 8" 4" 4" GATE VALVES Ductile Iron FIRE HYDRANT ASSEMBLIES Duciile Iron Each of 8" Each of 6" Material Cost:$6,398.00 Labor Cost: $7,730.00 (Cost of Fire Hydrants must be listed separately) Engineering Design Costs City Permit Fees Washington State Sales Tax TOTAL COST FOR WATER SYSTEM $3,266.00 $1500.00 $750.00 $1.652.43 $21,296.43 SANITARY SEWER SYSTEM STORM DRAINAGE SYSTEM Type Length Size (Inches) Type Length SEWER MAIN PVC 132 L.F.of B" STORM LINE NIA NIA SEWER MAIN L.F. of STORM LINE ---- SEWER MAIN LF. Of STORM FACILITY DIAMETER OF MANHOLES 1 EA of 48'' STORM INLET ----- Labor and Material $9,400.00 STORM CATCH BASIN Engineering Design Costs $2000.00 STORM CATCH BASIN City Permit Fees $1,000.00 Washington State Sales Tax S627.00 Engineering Design Costs (Sewer Stub-line between sewer main and private City Permit Fees property line) $1500.00 Washington State Sales Tax TOTAL COST FOR SANITARY SEWER SYSTEM $14,536.00 TOTAL COST FOR STORM DRAINAGE SYSTEM STREET IMPROVEMENTS: (Including curb, gutter, sidewalk, asphalt pavement, and street lighting) Asphalt and Extruded Curb $14,481.00 SIGNALIZATION: (Including Engineering design costs, City permit fees, WA State sales tax) Size L.F.of NIA L.F. of EA of EA of EA of EA of ' $ $ SO.OD ------------------------~-------------------------+ STREET LIGHTING: (Including Engineering design costs, City permit fees, WA Sate sales ta)() Alex Oleg White Belenky -President Alex Oleg White Belenky -President 206 949 9860 PRINT NAME PHONE SIGNATURE {Signatory must be authorized agent or owner of subject development) H :\CED\Data\Forms-Templates\Self"Help Ha ndouts\P ublic Works\ COSTDAT A' form.doc 08/14 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 BILL OF SALE Proj Name: Kennydale Vue Pointe Project File#: Street Intersection: Property Tax Parcel Number: 3342103165 Address: LUA 14-000859 1316 N34TH ST RENTON Reference Numher(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): I. Alex White & Company RE Development Inc I. City of Renton, a Municipal Corporation 2. The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sdls and dcliwrs to the Grantee. as named above, the following described personal property: WATER SYSTEM: Type Length Size (Inches) Water M.:iin Ductile Iron 145 L.F. of 8" Water Main Ductile Iron 126 L.F. of 4" Water Main L.F. of Gate Valves 1 Each of 4" Gate Valves 1 Each of 8" Fire Hydrant Assemblies 1 Each of 6" SANITARY SEWER SYSTEM: Type Length Size ([nches) Sewer Main PVC 132 LFof 8" Sewer Main L.F. of Sewer Main L.F. of Diameter of \.1anholcs 1 Each of 48" Diameter of Manholes Each of Lift Stations Each of STORM DRAINAGE SYSTEM: Type Length Size (Inches) Storm Main NIA NIA LF of N/A Storm Main L.F. of Stonn Facility Each of Stonn Inlet/Outlet Each of Sturm Catch Basin Each of Manhole Each of H:\CED\Data\Fonns-Tcmplatcs\Sclf-Help Handouts\Public Works\B(LLSALE.doc ,, . STREET l'\1PROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) lcurbj Gutter, Sidewalk _,_so _____ L.F. Asphalt Pavement S.Y. ofor 150 L.F. of 27.5 Width ------ STREET LIGHTING: 0 # of Poles By this cmwcyanc,,::, Cirantor will warTant and dd'i.:nd lhc sale hereby made unlo Lhc Cirnntcc against all and every person or persons, whomsoever, lawfully daimmg or to claim the samc. This conveyance shall bmd th,:: heirs, cx...:cutors, admi111strators and assigns for.:ver IN WITNESS WHEREOF, said Grantor has caused this instrument to be executed this_ day of __ , 20_. l\'otary Seal must be within box Notary Seal must be within box lt"tiDIVIDUAL FOR.U OF ACK.VOULEDG:11E:\/T STATE OF WASHINGTON ) SS COUNTY OF KII\G ) I certify that I know or have satisfactory evidence that _________ _ ________________________ signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) --------------------- My appointment expires: ________________ _ Dated: REPRtSENTATIVE FOR.lt OFACKSOJI LEDG:UENT ST ATE OF W ASHI:-IGTON ) SS COUNTY OF KING ) l ccrtit)' that I know or have satisfactory evidence that _________ _ ____________________ signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the ____________ and _________ of_~~-~---~----to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Pritt!) _______________ _ My appointment expires: ---------------- Dated: H :\{ "FD\Data\Forms-T cmplates\Sclf-Hclp Handouts\Publlc Works\B ILLSALE.doc Notary Seal must be within box CORPORA fE FORM OF ACKiVOWLJ::DG,t!EIVT STATE OF WASHINGTON ) SS COUNTY OF KING ) On this day of ______ , 20 __ , before me personally appeared __________________________ to me known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) _______________ _ My appointment expires: _____________ _ Dated: J-1 :\( 'ED1Data\Fonns-T emplates\Sclf-Help I lanJuuts\Public Works\Hlll.SAJ .E.doc C .. PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL REQUIREMENTS: Plat Name Reservation 4 Preapplicalion Meeting Summary 4 Public Works Approval Letter, Rehabilitation Plan , Screening Detail 4 Shoreline Tracking Worksheet, Site Plan 2 AND 4 Stream or Lake Study, Standard, Slream or Lake Study, Supplemental, Stream or Lake Mitigation Plan 4 Slreet Profiles 2 Title Report or Plat Certificate, Topography Map, Traffic Study 2 Tree Cutting/Land Clear:ng Plan , Urban Design Regulations Analysis 4 Utilities Plan. Generalized, Wetlands Mitigation Plan. Final, Wetlands Mitigation Plan, Preliminary 4 Wetlands Report/Delineation , Wireless Applicant Agreement Statement 2 AND, Inventory of Existing Sites 2 A\,J 3 Lease Agreement, Draft 2 AND, Map of Existing S,te Conditions 2 ANO 3 Map of View Aiea 2 ,;..•.::, 3 Photosimulations 2 A'D 3 Thrs requirement may be waived by· 1. Property Services 2. Public Works Plan Review 3. Building 4 Planning WAIVED MODIFIED COMMENTS: BY: BY: ,· .?~..i., I ' I/ ( , - .. u/ ) .. ~ PROJECT NAME --'--'-"'-~ --~'-... :_.,._ .. _· --'''-. \.:....,_.,,-~-- DA TE: _-1RaE.s:¢~·:u~vc.!...e'.:l,.:·o~· '..0c.:__J· 1,_,;~-- MA'I 1 6 7.015 Cl1Y OF RENTON PLANNING DIVISION H · IC EO\Oa ta\Fom"s-Tempi ates \Self-He! p Hando:.r.5'Plan ~i ~g 1wa1Verof:sL bmi~.al reqs :J6f-'.i9 '. PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Calculations, Colored Maps for Display, Construction Mitigation Description 2 A,o, Deed of Right-of-Way Dedication Density Worksheet, Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 Aso, Environmental Checklist, Existing Covenants (Recorded Copy), Existing Easements (Recorded Copy) , Flood Hazard Data, > Floor Plans 3 AND 4 Geotechnical Report 2 AND, Grading Plan, Conceptual 2 Grading Plan, Detailed 2 Habitat Data Report 4 ' • ' / ·- Improvement Deferral 2 ' Irrigation Plan, King County Assessors Map Indicating Site, Landscape Plan, Conceptual, Landscape Plan, Detailed 4 Legal Description, Map of Existing Site Conditions, Master Application Form, ...... , . Monument Cards (one per monument) 1 ",v . Neighborhood Detail Map 4 Parking, Lot Coverage & Landscaping Analysis 4 Clll V' ··;, . Pian Reductions (PMTs), . .. Post Office Approva! 2 This requirement may be waived by: 1. Property Services -'-.,_ -... i I I ' \ PROJECT NAME: -, , cf , ' --'C ---~~------~~=--2. Public Works Plan Review 3. Building 4. Planning H: '.C E ~\Oata\F orms-T em;:ila :e s\Self-He!p !-la ndot.J!s\P: an n i "l_glwaiverots;;bmir.a1rec; s I I stewart title SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Guarantee No.: G-6329-8681 Order No.: 01148-55638 RECEIVED MAY 1 6 2016 CITY Of RENTON Fee: $300.00 PLANNING DIVISION Dated: April 7, 2016 at 2:18PM Stewart Title Guaranty Company (the "Company"), guarantees the County of King and any City within which said subdivision is located in a sum not exceeding $1,000.00 that, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the subdivision, the only parties having any record title interest in said land whose signatures are necessary, on the certificates consenting to the recordation of said map and offering for dedication any streets, roads, avenues and other easements offered for dedication by said map as referred to in the guarantee. 6/140._~ -- Authorized Countersignature ~y~~ Matt Morr President and CE ~ Secreta For coverage information or assistance resolving a complaint, call {800) 729-1902 or visit www.stewart.com For purposes of this form the "Stewart Title" logo featured above is the represented logo for the under.vriter. Stewart Title Guaranty Company. In writing this company, please address it at P.O. Box 2029, Houston, Texas 77252, and refer to the printed Serial No. WA Subdivision Guarantee File No 01148-55638 Guarantee Serial No.: G-6329-8681 Page 1 of 4 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Effective Date: April 7, 2016 at 2:18PM Prepared by: Stewart Title Company 18000 International Blvd., Suite 500 SeaTac, WA 98188 Guarantee No.: G-6329-8681 Premium: $300.00 Sales Tax: $28.50 Total: $328 .50 OWNERS: Alex White & Company Real Estate Development, Inc., a Washington corporation LEGAL DESCRIPTION See Exhibit "A" Attached Hereto SUBJECT TO: 1. General taxes: First half delinquent May 1; Second half delinquent November 1: 2. 3. 4. Year: Amount Billed: Amount Paid: Amount Due: delinquent Tax Account No.: Levy Code: Land: Improvements: 2016 $5,684 05 $0.00 $5,684.05, plus interest and penalty if 334210-3165-04 2100 $372,000 00 $57,000.00 Joint Use and Road Maintenance Agreement recorded March 22, 1994 as Instrument No. 9403220678. Easement granted to Puget Sound Energy, Inc., a Washington corporation, as more fully set forth in the document recorded as Instrument No. 20150824000553 Declaration of Covenant for maintenance and inspection of fiow control BMPS recorded August 31, 2015 as Instrument No. 20150831001647. WA Subdivision Guarantee File No.: 01148-55638 Guarantee Serial No.: G-6329-8681 Page 2 of 4 SUBDIVISION GUARANTEE EXHIBIT "A" LEGAL DESCRIPTION ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Guarantee No.: G-6329-8681 The North 102.75 feet of the East 232.00 feet of Tract 26. C.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the oplat thereof recorded in volume 11 of Plat, Page 63, records of King County, Washington; Except the South 17.75 feet of the West 15.00 feet thereof. Situate in the County of King, State of Washington. WA Subdivision Guarantee File No. 01148-55638 Guarantee Serial No.: G-6329-8681 Page 3 of4 SUBDIVISION GUARANTEE ISSUED BY STEWART TITLE GUARANTY COMPANY Order Number: 01148-55638 Guarantee No.: G-6329-8681 This Guarantee and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or opinion as to the marketability of title to the land WA Subdivision Guarantee File No.: 01148-55638 Guarantee Serial No.: G-6329-8681 Page 4 of 4 ~. stewart ORDER NO 01148-55638 .'--title sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which ii is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. ,")l.)'t lOR s 120. 5 »'l~\Q ~m 89~5 3138 ,too wi3l35 0 " " SF 22 ·12-e, ,y " " i~rn g~ ~ Jill J 28 50 SF 3135 r ~ ,o ss,\~10 "' rl 3137 10633 SF ix: 3137 1'8 , 5 0 :25 l,..,}10 I ~ 13650 SF,._ J~: '1500 SF 3169, 5 3170 67.50 1.16 20 20 ~ P LU 03·10B LOT 2 ,C ',022" 0001'.:4 l~;;~ r-- # 452J-F '-( 27 i. 3177 8860 SF 0 ~ ., 23§ 16966 SF 152 3140 ' 15352 SF 152 3141 ~;/10 ''" ~ ' "' ~ ~ ~~vv c, 3146 "' ' " ,;, M D-<no 11,? 1G?7!J. SF 3142 65 ~3422¥ 3:i.65 ,o ~:-6 ~1~3~ : ' : I 3149 GO 24 J"l:>IO '" ' • NLN:31S0' ·1 /:i(l ~~ 3152 ' )'.0:i() s, '1', ,~10 r-!153 3~43 UO!:t5 SF 3151 ,o 7l 61. ?.1 72. 92 J,;.t,1U "2" ·~ _,.,. .1, Role LLIA-04-120 20a J63D900003 't';~b 6!!29~ )158 .5992{1 --,T55-----· --26' "iii 72, SIS 0 0 ~ 0 ~ 25 7 34 9~ 3,53 "' 31% E~itit·· 6:J.. &7 71j!! ·.;"'~, :-, ____ _;3~1:79:.J ~g :~2-L1 E i SP 110 -77 ~ ~ 11360 SF 102270792 Lil I"· 31.64 1 11280,f ~ :nrno ~ ~~~ ~t--,~-"T-""'l~-"'l'-----1 3180 ~i~ ~ ,,~ 71 71 141 B859 SF t-- ',-42-02 E; 3 1 r 116 ·0 1%90H 3159 Print Form Reset Form Sa'lt'e Form 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 23,429 ------ 2. Deductions: Certain areas are excluded from density calculations. These include: Public Streets* 2,358 square feet Private access easements* 4,074 square feet Critical Areas** 0 square feet Total excluded area: 6,432 3. Subtract line 2 (total excluded area) from line 1 for net area 16,997 4. Divide line 3 by 43,560 for net acreage 0.3902 5. Number of dwelling units or lots planned 3 6. Divide line 5 by line 4 for net density 7.6884 *Alleys (public or private) do not have to be excluded. square feet square feet square feet acres units/lots = 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. 1 H :\CED\Data \Forms-T em plates\Self-Help Handouts \Pl a nni ng\density .doc RECE\VED MAY 16 20\\i Cl1V Of REN10N PLANNING DIVISION Rev:08/2015 Confirmation of Compliance with all Conditions of Plat Approval Conditions (August 4, 2014) The Kennydale Vue Point Short Plat and Street Modification, File No. LUA14·000859, MOD, SHPL A is approved c1nd s.ubj<·ct l(> tl':1:' tnllow,ng conditioriS. 1 A derriolition permit shall :Je nbtc1ined and ail inspections ,md approv.Jls. c.ompleted for the remuvJI of !he existing single tamil',' home. Any evidence of rats shall be abdted prior to demolition permit i\<;,lJ.df1Ce J. A fin,)I iiPUi1ed lands.cape-plan. including the retention plan and trr.e repl~1r.t~men1 plan, !ihall b~ -;obmitted to drid .ipf1rov~d by lhP CtJrrent Pl.inr11ne f'H.1Jel1. ~dll<it?'' prior to c..un~trunion permit ;'>).ut1nn•_ J The dpplicdnl shJll lw rt•quirnd to rf-Ynrd ,rn il(ft''>S P-,lS+'>in~~11t for 111(• bf'nf)fil of l()I'> 2 ,m,d i Th~ r1cc~'>'> eJ.~ement shall be recorded prior to, or concurrent with, the recording of the short plat. Compliance, as of 5/02/2016 1. A Demolition Permit was obtained, all inspection and approvals were complete for removal of the existing single family home. 2. A revised Landscape plans was submitted with the construction documents and accepted by the city 3. An access easement for the benefit of Lot 2 and 3 have been shown on the final plat document and will be recorded concurrently with the recording of the short plat. RECEIVED MAY 16 2016 CITY Of RENTON Pl.ANNING DIVISION iB: SEYLER LOT CLOSURES FOR JECEIVED MAY I 6 2016 CITY OF RENTON PLANNING DIVISION KENNYDALE VUE POINT SHORT PLAT LOT 1 North: 193649.0169' Segment #1 : Line Course: Nl 0 52'40"E North: 193751. 7417' Segment #2 : Line Course: 588°42'15"E North: 193749.9325' Segment #3 : Line Course: 51 °52'40"W North: 193647.2077' Segment #4 : Line Course: N88°42'15"W North: 193649.0169' East: 1302661.3997' Length: 102.78' East: 1302664. 7675' Length: 80.00' East: 1302744. 7471' Length: 102.78' East: 1302741.3792' Length: 80.00' East: 1302661.3997' Area: 8222. 75 Sq. Ft. Perimeter: 365.58' Error Closure: 0.0000 Course: N0°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 365560000.00 7602 Bridgeport Way W, Ste JD Lakewood, WA 98499 phone: 253 301-4157 fax: 253-336-3950 [':_i::._:;,t,,QU"',~ ~_);-; ir.:::.:: 455 Rainier Blvd N Issaquah, WA 98027 phone: 425-392-8055 fax: 425-392-0108 ', ~-~ ~'· "\• .•. , .. ' ~.;;:oc""l,:.-~, •. ~·-,-_v. ~ ail,· • "···•;+'~• -. ·-,'-~ ... · .14 ,· .... ,1·,.,.,1:;,.,,,."''-"' ! ~..,.t. .._,' .. ,te'•~'".t;~;,_)~~ • .,; .. · ---~{;. :·:,;.·,. •;_,,:,..: -'rl';,~~-": ~' ~, '_, ~ .. .(\~ LOT 2 North: 193647 .2075' East: 1302741.3842' Segment # 1 : Line Course: N1°52'40"E Length: 102.78' North: 193749.9323' East: 1302744.7520' Segment #2 : Line Course: S88°42'15"E Length: 64.00' North: 193748.4850' East: 1302808.7356' Segment #3 : Line Course: 51 °52'40"W Length: 102. 78' North: 193645.7601' East: 1302805.3678' Segment #4 : Line Course: N88°42'15"W Length: 64.00' North: 193647.2075' East: 1302741.3842' Perimeter: 333.57' Area: 6577.79 Sq. Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 333560000.00 iB: BEYLER LOT 3 North: 193644.3804' East: 1302866.3578' Segment #1 : Line Course: N88°42'15"W Length: 61.01' North: 193645. 7601' East: 1302805.3634' Segment #2 : Line Course: N1°52'40"E Length: 102.78' North: 193748.4849' East: 1302808.7313' Segment #3 : Line Course: S88°42'15"E Length: 61.01' North: 193747.1052' East: 1302869.7257' Segment #4 : Line Course: 51 °52'40"W Length: 102. 78' North: 193644.3804' East: 1302866.3578' Perimeter: 327.58' Area: 6270.04 Sq. Ft. Error Closure: 0.0000 Course: N0°00'00"E Error North: 0.00000 East: 0.00000 Precision 1: 327580000.00 iB: SEYLER RIGHT OF WAY DEDICATION North: 193677.3921' East: 1302635.3155' Segment #1 : Line Course: Nl 0 52'40"E Length: 75.00' North: 193752.3518' East: 1302637.7731' Segment #2 : Line Course: S88°42'15"E Length: 27.00' North: 193751.7412' East: 1302664.7662' Segment #3 : Line Course: 51 °52'39"W Length: 102. 78' North: 193649.0164' East: 1302661.3988' Segment #4 : Line Course: N88°42'15"W Length: 12.00' North: 193649.2878' East: 1302649.4019' Segment #5 : Line Course: N1°52'40"E Length: 27.78' North: 193677.0528' East: 1302650.3122' Segment #6 : Line Course: N88°42'15"W Length: 15.00' North: 193677.3921' East: 1302635.3160' Perimeter: 259.57' Area: 2358.41 Sq. Ft. Error Closure: 0.0005 Course: S88°07'21"E Error North: -0.00002 East: 0.00050 Precision 1: 519120.00 iB: BEYLER TOTAL PARCEL North: 193649.2883' East: 1302649.4021' Segment #1 : Line Course: N1°52'40"E Length: 27.78' North: 193677.0534' East: 1302650.3124' Segment #2 : Line Course: N88°42'15"W Length: 15.00' North: 193677.3926' East: 1302635.3162' Segment #3 : Line Course: N1°52'40"E Length: 75.00' North: 193752.3523' East: 1302637.7738' Segment #4 : Line Course: S88°42'15"E Length: 232.01' North: 193747.1055' East: 1302869.7245' Segment #5 : Line Course: 51 °52'40"W Length: 102. 78' North: 193644.3807' East: 1302866.3566' Segment #6 : Line Course: N88°42'15"W Length: 217.01' North: 193649.2883' East: 1302649.4021' Perimeter: 669.59' Error Closure: Error North: Area: 23429.04 Sq. Ft. 0.0000 Course: N90°00'00"W 0.00000 East: -0.00000 Precision 1: 669580000.00 iB: SEYLER Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 DEED OF DEDICATION Project File#: LUA 14-000859 RECEIVED MAY 16 2016 CITY OF RENTON PLANNING Di\llSION Property Tax Parcel Number: 3342103165 Street Intersection: 1316 N 34TH ST Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Alex White & ComJa~ Real Grantee(s): 1. Estate Development, Inc., a A orp 1. City of Renton, a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page I A portion of section 32, township 24 north, range 5, W.M. See Exhibit A The Grantor, for and in consideration of mutual benefits conveys, quit claims, dedicates and donates to the Grantee{s) as named above, the above described real estate situated in the County of King, State of Washington. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Approved and Accepted Bv: Grantor(s): Grantee(s): City of Renton Mayor City Clerk INDIV/OUAl FORM OF STATE OF WASHINGTON ) 55 ACKNOWLEDGMENT COUNTY OF Kl NG ) I certify that I know or have satisfactory evidence that Notary Seal must be within box signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: /DEED.DOC\ SMT Page 1 of 4 FORM 04 0001/bh Project WO# PIO LUAOOOB59 . Exhibit A Legal Description GRANTOR Alex White & Company Street The West 27 feet of the North 102.75 feet of the East 232.00 feet of Tract 26, C.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the plat thereof recorded in volume 11 of plats, page 63, records of King County, Washington. Except the South 27.75 feet of the West 15.00 feet thereof. Situate in the county of King, state of Washington. /DEED.DOC\ SMT Page 2 of 4 FORM 04 0001/bh RIGHT OF WAY DEDICATION I NE CORNER TRACT 20 232'-------+----------1 I ,t'----20 RIGHT OF WAY DEDICATION IL 15' 'I T /j 0 "J APN: 330?10310, ADDRESS: 1310N 3ITH ST RENTON, WA fj ['j -< t~---------->i.----------1 30 15 0 30 SCALE: 1" = 30' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. TRACT 20 CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION PAGE 3 OF 0 ilt BEYLER ··/ IJ I, I OFFTCF 7602 Bridgeport Way W #3D Lakewood, WA 98499 COi'iYAC°Y phone: 253-301-4157 fax: 253-336-3950 beylerconsulting .com .. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. fND/VfDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE Of WASHINGTON I ss COUNTY OF KING I I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON ) ss COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: CORPORA TE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE Of WASHINGTON ) ss COUNTY Of KING ) On this day of 19 __ , before me personally appeared to me known to be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: /DEED.DOC\ SMT Page 4 of 4 FORM 04 0001/bh RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: CITY CLERK'S OFFICE CITY OF RENTON I 055 SOUTH GRADY WAY RENTON WA 98057 DECLARATION OF COVENANT FOR MAINTENANCE AND INSPECTION OF FLOW CONTROL BMPS Grantor: --------------- Grantee: City of Renton THE NORTH 102.75 FEET OF TIIE EAST 232 FEET OF TRACT 26, C.D. HILLMAK'S I.AKE WASHINGTO!\ Legal Description: GARDEN m EDEN ADDITION TO SEATTLE KO. 1, ACCORDING TO THE PLAT THERE Of, RECORDED IK VOLUME l l OF PLATS, PAGE(S) 63, RECORDS OF Kl NC COC:'.\/TY, \,V ASHI!\GON EXCEPT THE SOUTH 27.75 FEET OF THE WEST l5 FEET THEREOF; SITUATE IN THE COUNTY ()F KING, STATE OF WASHI:JGTON Additional Legal(s) on:----------------------------- Assessor's Tax Parcel ID#: _33_4_2_10_3_16_5 _______________________ _ INCONSIDERATION of the approved City of Renton(check one of the following) D residential building pennit, D commercial building penmit, D clearing and grading pennit. D subdivision pennit, or 12!1 short subdivision pennit for Application File No. LUNSWP LUA14-000859 relating to the real property ("Property") described above. the Grantor1:S). the owner(s) in fee of that Property, hereby covenants(covenant) with City or Renton, a political subdivision of the state of Washington, that he/she(they) will observe, consent to, and abide by the conditions and obligations set forth and described in Paragraphs l through 8 below with regard to the Property. Grantor(s) hereby grants(grant), covenants(covenant), and agrees(agree) as follows: I. Grantor1:S) or his/her(their) successors in interest and assigns ("Owners") shall retain, uphold, and protect the stormwater management devices, features, pathways, limits, and restrictions. known as flow control best management practices ("BMPs"), shown on the approved Flow Control BMP Site Plan for the Property attached hereto and incorporated herein as Exhibit A. 2. The Owners shall at their own cost, operate, maintain, and keep in good repair, the Property's BMPs as described in the approved Design and Maintenance Details for each BMP attached hereto and incorporated herein a.i;; F.xhibit B. 3. City or Renton shall provide at least 30 days written notice to the Owners that entry on the Property is planned for the inspection of the BMPs. After the 30 days, the Owners shall allow the City of Renton to enter for the sole purpose of inspecting the BMPs. In lieu of inspection by the City, the Owners may elect to engage a licensed civil engineer registered in the state of Washington who has expertise in drainage to inspect the BMPs and provide a written report describing their condition. If the engineer option is chosen, the Owners shall provide written notice to the City of Renton within fifteen days of receiving the City's notice of inspection. Within 30 days of giving this notice, the Owners, or the engineer on behalf of the Owners, shall provide the engineer's report to the City of Renton. If the report is not provided in a timely manner as specified above, the City of Renton may inspect the BMPs without further notice. 4. If the City determines from its inspection, or from an engineer's report provided in accordance with Paragraph 3, that maintenance, repair, restoration, and/or mitigation work is required for the BMPs, The City shall notify the Owners of the specific maintenance, repair, restoration, and/or mitigation work (Work) required under RMC 4-6-030. The City shall also set a reasonable deadline for completing the Work or providing an engineer's report that verifies completion of the Work. After the deadline has passed, the Owners shall allow the City access to re-inspect the BMPs unless an engineer's report has been provided verifying completion of the Work. If the work is not completed properly within the time frame set by the City, the City may initiate an enforcement action. Failure to properly maintain the BMPs is a violation of RMC 4-6-030 and may subject the Owners to enforcement under the RMC 1-3, including fines and penalties. 5. Apart from performing routine landscape maintenance. the Owners are hereby required to obtain written approval from the City or Renton before performing any alterations or modifications to the BMPs. 6. Any nmice or approval required to be given by one party to the other under the provisions of this Declaration of Covenant shall be effective upon personal delivery to the other party. or after three (3) days from the date that the notice or approval is mailed with delivery confirmation to the current address on record with each Party. The parties shall notify each other of any change to their addresses. 7. This Declaration of Covenant is intended to promote the efficient and effective management of surface water drainage on the Property, and it shall inure to the benefit of all the citizens of the City of Renton and its successors and assigns. This Declaration of Covenant shall run with the land and be binding upon Grantor(s), and Grantor's(s') successors in interest and assigns. 8. This Declaration of Covenant may be terminated by execution of a written agreement by the Owners and the City of Renton that is recorded by King County in its real property records. [N WITNESS WHEREOF, this Declaration of Covenant for the Maintenance and Inspection of Flow Control BMPs is executed this __ day of ______ _ ,20 __ . GRANTOR, owner of the Property GRANTOR, owner of the Property ST A TE OF WASHINGTON ) COUNTY OF KrNG )ss. On this day personally appeared before me: ------------------~ to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this __ day of _________ ,, 20 __ . Printed name Notary Public in and for the State of Washington. residing at My appointment expires---------- EXHIBIT A -FLOW CONTROL BMP SITE PLAN PERVIOUS DRIVEWAY e-INFILTRATION TRENCH '----~ INFILTRATION TRENCH LOT l (~.123 sr, ±) ._, r,: r LOT 2 (~.578 '.;} +) SHARED PERVIOUS ACCESS SITE DATA PARCEL NUMBER: SITE ADDRESS: 334210-3165 1316 N 34TH ST, RENTON, WA PROJECT INFO 40 20 0 OWNER/CLIENT WA DEVELOPERS 4L LLC 31811 PACIFIC HWY S !I 298 FEDERAL WAY WA 98003 TEL: 206-949-9850 ENGINEER: BEYL ER CONSUL TING 7602 BRIDGEPORT WAY W LAKEWOOD, WA 98499 TEL: 253-301-4157 SCALE: 1" = 40' STORMWATER BMP TABLE LOT BMP AREA NOTES 1 ROOFTOP INFJL TRA TION 120SFOFTRENCH, 18" DEEP, PER 1,000 SF OF ROOFTOP PERVIOUS DRIVEWAY 372 SF 2 ROOFTOP INFILTRATION 120 SF OF TRENCH, 18' DEEP, PER 1,000 SF OF ROOFTOP 3 ROOFTOP IN FIL TRA TJON 120 SF OF TRENCH, 18' DEEP, PER 1,000 SF OF ROOFTOP 2-3 PERV!OUS ACCESS SHARED 4,074 SF SHARED ACCESS FOR LOTS 2 AND 3 LOTJ (fi,2703 St ±) INFILTRATION TRENCH 40 EXHIBIT B -OPERATIONS & MAINTENANCE LOTS 1, 2, AND 3 (PERMEABLE PAVEMENT) YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLEO "PERMEABLE PAVEMENT," WHICH WAS INSTALLED TO MINIMIZE THE STORMWATER QUANTITY ANO QUALITY IMPACTS OF SOME OR ALL OF THE PAVED SURFACES ON YOUR PROPERTY. PERMEABLE PAVEMENTS REDUCE THE AMOUNT OF RAINFALL THAT BECOMES RUNOFF BY ALLOWING WATER TO SEEP THROUGH THE PAVEMENT INTO A FREE-DRAINING GRAVEL OR SAND BED, WHERE IT CAN BE INFILTRATED INTO THE GROUND. THE TYPE(S) OF PERMEABLE PAVEMENT USED ON YOUR PROPERTY IS: POROUS CONCRETE AND POROUS ASPHAL TIC CONCRETE. THE AREA COVERED BY PERMEABLE PAVEMENT AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AS PERMEABLE PAVEMENT AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. PERMEABLE PAVEMENTS MUST BE INSPECTED AFTER ONE MAJOR STORM EACH YEAR TO MAKE SURE IT IS WORKING PROPERLY. PROLONGED PONDING OR STANDING WATER ON THE PAVEMENT SURFACE IS A SIGN THAT THE SYSTEM IS DEFECTIVE AND MAY NEED TO BE REPLACED. IF THIS OCCURS, CONTACT THE PAVEMENT INSTALLER OR THE KING COUNTY WATER AND LAND RESOURCES DIVISION FOR FURTHER INSTRUCTIONS. A TYPICAL PERMEABLE PAVEMENT SYSTEM HAS A LIFE EXPECTANCY OF APPROXIMATELY 25-YEARS. TO HELP EXTEND THE USEFUL LIFE OF THE SYSTEM, THE SURFACE OF THE PERMEABLE PAVEMENT SHOULD BE KEPT CLEAN AND FREE OF LEAVES, DEBRIS, AND SEDIMENT THROUGH REGULAR SWEEPING OR VACUUM SWEEPING. THE OWNER IS RESPONSIBLE FOR THE REPAIR OF ALL RUTS, DEFORMATION, AND/OR BROKEN PAVING UNITS. LOTS 1, 2, AND 3 (INFILTRATION TRENCH) YOUR PROPERTY CONTAINS A STORMWATER MANAGEMENT FLOW CONTROL BMP (BEST MANAGEMENT PRACTICE) CALLED "FULL INFILTRATION," WHICH WAS INSTALLED TO MITIGATE THE STORMWATER QUANTITY AND QUALITY IMPACTS OF SOME OR ALL OF THE IMPERVIOUS SURFACES ON YOUR PROPERTY. FULL INFILTRATION IS A METHOD OF SOAKING RUNOFF FROM IMPERVIOUS AREA (SUCH AS PAVED AREAS AND ROOFS) INTO THE GROUND. IF PROPERLY INSTALLED AND MAINTAINED, FULL INFILTRATION CAN MANAGE RUNOFF SO THAT A MAJORITY OF PRECIPITATION EVENTS ARE ABSORBED. INFILTRATION DEVICES, SUCH AS GRAVEL FILLED TRENCHES, DRYWELLS, AND GROUND SURFACE DEPRESSIONS, FACILITATE THIS PROCESS BY PUTTING RUNOFF IN DIRECT CONTACT WITH THE SOIL AND HOLDING THE RUNOFF LONG ENOUGH TO SOAK MOST OF IT INTO THE GROUND. TO BE SUCCESSFUL, THE SOIL CONDITION AROUND THE INFILTRATION DEVICE MUST BE RELIABLY ABLE TO SOAK WATER INTO THE GROUND FOR A REASONABLE NUMBER OF YEARS. THE INFILTRATION DEVICES USED ON YOUR PROPERTY INCLUDE THE FOLLOWING AS INDICATED ON THE FLOW CONTROL BMP SITE PLAN: GRAVEL FILLED TRENCHES. THE SIZE, PLACEMENT, AND COMPOSITION OF THESE DEVICES AS DEPICTED BY THE FLOW CONTROL BMP SITE PLAN AND DESIGN DETAILS MUST BE MAINTAINED AND MAY NOT BE CHANGED WITHOUT WRITTEN APPROVAL EITHER FROM THE KING COUNTY WATER AND LAND RESOURCES DIVISION OR THROUGH A FUTURE DEVELOPMENT PERMIT FROM KING COUNTY. INFILTRATION DEVICES MUST BE INSPECTED ANNUALLY AND AFTER MAJOR STORM EVENTS TO IDENTIFY AND REPAIR ANYPHYSICAL DEFECTS. MAINTENANCE AND OPERATION OF THE SYSTEM SHOULD FOCUS ON ENSURING THE SYSTEM'S VIABILITY BY PREVENTING SEDIMENT-LADEN FLOWS FROM ENTERING THE DEVICE. EXCESSIVE SEDIMENTATION WILL RESULT IN A PLUGGED OR NON-FUNCTIONING FACILITY. IF THE INFILTRATION DEVICE HAS A CATCH BASIN, SEDIMENT ACCUMULATION MUST BE REMOVED ON A YEARLY BASIS OR MORE FREQUENTLY IF NECESSARY. PROLONGED PONDING AROUND OR ATOP A DEVICE MAY INDICATE A PLUGGED FACILITY. IF THE DEVICE BECOMES PLUGGED, IT MUST BE REPLACED. KEEPING THE AREAS THAT DRAIN TO IN FILTRATION DEVICES WELL SWEPT AND CLEAN WILL ENHANCE THE LONGEVITY OF THESE DEVICES. FOR ROOFS, FREQUENT CLEANING OF GUTTERS WILL REDUCE SEDIMENT LOADS TO THESE DEVICES. f ' Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 Title: ACCESS & UTILITY EASEMENT Project File#: LUA14-000859 Grantor(s) 1. RECEIVED MAY 1 6 2016 CITY OF RENTON P!ANNING DIVISION PROPERTY TAX PARCEL NUMBER: 3342103165 Street Intersection: 1316 N 34'" ST Grantee(s): 1. City of Renton, a Municipal Corporation That said Grantor{s), for and in consideration of mutual benefits, grant and conveys unto the said Grantee an easement for ingress and egress over, under, across and through the following described real property in King County, Washington: Additional legal is on page 3 of document. (Abbreviated legal description MUST go here.) LEGAL DESCRIPTION: A portion of Section 32, Township 24 North, Range 5 East, W.M. Together with the right to the said Grantee to construct, reconstruct, operate and maintain such access, whether natural, artificially surfaced otherwise. This easement is nonexclusive. 1. Granter reserves the right to use the easement for any purpose not inconsistent with the rights herein granted. 2. The Granter may not erect any structure over the easement or other obstruction, which will interfere with the use of this easement. 3. Grantee may from time to time remove trees, bushes or other obstructions within the easement and may level and grade the easement to the extent reasonably necessary to carry out the purpose of this easement provided that following any such work, the Grantee shall, to the extent reasonably practical 1 restore the easement to the condition it was immediately prior to such work. 4. Grantee may not grant another easement, which interferes with or is inconsistent with this easement. 5. Grantee may not make any other action that will diminish, abrogate, or interfere with this easement. 6. Successors and Assigns: The covenants herein contained shall run with the land and are binding upon all subsequent owners thereof. Page 1 of 5 • • Title: ACCESS & UTILITY EASEMENT PROPERTY TAX PARCEL NUMBER: 3342103165 Project File#: LUA14-000859 Street Intersection: 1316 N 34th ST IN WITNESS WHEREOF, said Granter has caused this instrument to be executed this __ day Of ,20 __ _ -------------~· Granter ______________ , Granter Notary Seal must be within box STATE OF WASHINGTON COUNTY OF KING ss ) On this __ day of _______ , 20~ before me appeared ____________________ _ to me known to be ------------------ 0 f the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath state that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary (Print) _____________ _ My appointment expires: __________ _ Dated: Page 2 of 5 RECEIVED MAY 1 6 2D11 CITY OF /?fr<Jro'II PLANNING 01v1s10: RECEIVED EXHIBIT A MAY 1 6 2015 CITYQF RENT P(Ar,i ON NING DIV/ LEGAL DESCRIPTfON OF BURDENED PARCEL s,oN 1.116 NORTl l 34 11 STREET. RENTON. KJN(i COlJ"llY PARCEL t,;Uv!RFR: 3342103 l 6~ THE !\ORTH 102.75 FEET 01-TIIE EAST 232.00 FEET OF TRACI 26, C.l). HILL\IAN'S LAKE WASHINGTON GARDE"! OF EDE:,,.J ADDITION TO SEATlLL '-iO I, ACCORD!l\G TO THE PLAT THEREOF RECORDED[]\ vou;:-,,,1E 11 OF l'I ATS. l'AGE(S) 63. RECORDS OJ-Kl:--IG COl ''\TY. WAS! llNGTON: EXCEPT THE SOUTH 27. 75 FEET OF THE WEST 15.00 FEET THEREOF: SITUATE ll\ THE COCNTY OF KING. STA TE OF W:\SI llNGT0'-1. ,: DESCR!PTJ0'-1 ABOVE PER STEW ARI TITLE COMPAN'{ C01vl\lITrvtF.NT FOR ll lLE IJ\SllRANCE ORLlLI{ N\Hv!RER 01148-)2239 DArl·D \IAY 27, 21114.! EXHIBITB EASEMENT LEGAL DESCRIPTION RECEIVED MAY 1 6 2016 CITY OF RENTON PLANNING DIVISION COMMENCING AT THE NORTHEA T CORNER OF TRACT 26, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEA TILE NO. l, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 63, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG THE EAST LINE OF SAID TRACT 26, SOUTH I' 52'40" WEST, 102.78 FEET; THENCE PARALLEL WITH THE NORTH LINE OF SAID TRACT 26, NORTH 88'0 42' 15" WEST, 61.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING PARALLEL WITH SAID NORTH LINE, NORTH 88'42' 15" WEST, 144.00 FEET; THENCE PARALLEL WITH SAID EAST LINE, NORTH 1 · 52'40" EAST, 55.41 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT, THE RADIUS POINT OF WHICH BEARS NORTH 68"48' 14" EAST, 25.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 58'17'57" AN ARC DISTANCE OF 25.44 FEET TO A POINT OF RETURN CURVATURE THE RADIUS POINT OF WHICH BEARS SOUTH 10'30' 17" WEST, 45.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 32"39'23" AN ARC DISTANCE OF25.65 FEET TO A POINT OF RETURN CURVATURE THE RADIUS POINT OF WHICH BEARS NORTH 43°09'40" EAST, 25.00 FEET; THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 41"51 '55" AN ARC DISTANCE OF 18.27 FEET; THENCE PARALLEL WITH SAID NORTH LINE, SOUTH 88 42' 15" EAST, 85.06 FEET; THENCE PARALLEL WITH SAID EAST LINE, SOUTH l 52'40" WEST, 23.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CIYT OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. .~ CURVE# Cl C2 C3 ~ C'-1' IJJ'--\- EXHIBITC ACCESS & UTILITY EASEMENT DEPICT10N I N 88°42'15" W 232.01' APN: 334210-3165 ADDRESS: 1316 N 34TH ST RENTON, WA ACCESS AND UTILITY EASEMENT RECEIVED MAY 1 6 2016 CITY OF RENTON PLN'INING 01v1s1m1 NE CORNER TRACT 26 , • C ... '.'I" I 'l; c:i ~ D 2: ~ C'< ~ iJJ , -<:, Cs~ N 88°42'15" W 85.06' 1 c:, ~ c:, "' • ltj "" 0 "' ... C ' ~ 8l ... iJJ ~ ~ 2: ~ I L 144.00' -l-~ 61.01' -J,' : N 88°42'15" W 205.01' .. - CURVE TABLE LENGTH RADIUS DELTA 25.44 25.00 58°17'57" 25.65 45.00 32°39'23" 18.27 25.00 41°51'55" ·-- TRACT 26 CD HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDfilON 30 15 0 30 SCALE: 1" = 30' NOTE: THIS MAP DOES NOT REPRESENT A SURVEY AND IS PROVIDED FOR REFERENCE ONLY. ~' m BEYLER 7602 Bridgeport Way W #3D Lakewood, WA 98499 ' ~ ' .' .,. i..} l":l , r\, '·-i phone: 253-301·4157 fax: 253-336-3950 beylerconsulti ng.com • IC 'I 17 i ·' I. r--: ;~ ' ?~. ,~- ! 1, I uMirEbACC . ~ RES1DENT[:zs. _,".:._ -1 ' L .. '4- L-.," -- ··--·--·------·-··-·-·--~- 6£8f·Ot·03.L I ~3awnN UN1Mwo ] ;!1 > "' ~ ~ Io --< (i) ... -0 2 ::i, <'" ... rn 02 "" -~a CCC, < (-7__.__ m 0 • i I I a fl ?, fil • ' • I LIM17ED ACCESS RESIDENT/AL _)_______l ;,.;~ ··~~"""'". ,.,.,, ---... ---- 18 ~ ! ;~ -f--- ' :::,i:, I '""" 00 '""" "'° ~ t--1 "' ~,, m ;o -----t- ' ji ' ' ~c • ~~ i p l ~~-; !~ ' ' ~~ 1 ~ H ' l ji ! 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Ill ' i, r1·I! i, ' 1 ' I ii i ii!! = ~ ~ ~ ~ ~ 'l ~ ~ 0 r "' w 5 ~ ~ z w ~ A PORTION OF SECTION 32, TOWNSHJP 24 N., RANGE 05 E., W.M. KENNYDALE VUE POINT CONSTRUCTION PLANS PARCEL NO. 334210-3165 ?i/1· ];J,~" ~ ,· \_,.- ~:.:;_~; .. _, "'~'·"".Le·"" . ,,,. " .• . _":1""'.,,..._ '-~"k--l .. ·-... I:S---1,,:-)' lt V" ~~ )', , ' It-~ '----· 'I I! ' l Jf ·i:- l~i ~ Ii 11 Ji f ~~ 10 .. -~,c..._ ·, '· ' _,a_es_,_ec_SN_m_NLs_~E~D •. _~~~----- X ""'""""""""' rnee !'ET~_N_Tl()lj CALCC'lATla,s 'O''"-""'"""""'"' '"'-''"c""'""""'-'''" '"'""-'"''"""'"""'" '~""""""'0"""''"'° ,~,,.,,,mm,o,c•c.o,co ' '"' """' -""""'"'""@- ;!~;.,.=:.~:... I . )( >f · At )( )t >~-)( I " i ;ft ~:b M-·-~r-.... : ,.·;~"""' 0~ ----,----------- ~ tJe ,.,, 011·- ~~:..-:,. ~ ... ~ ''"""'"""'= ,_, . ..,.,e,.,.,.,'"< ............ , ...... ""' °'"""""''""'"'-"' "11:-,e~ -·="""""" '""""-'"'""''"'"-,.,,'"'"'""" ... --~"'"''"'°"'"-""''"""""°' '" .. 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' ,...,.., .... , .. s ""'--- T' KENNYDALE VUE SHORT PLAT CONSTRUCTION PLANS LUA14·000859 •a,o.c,o.'S .. ,oo:P,,, c "'""' Ow TREe RETENTION PlAt. -T~ /( --S~i•C> ': ! ·u I ! I I I I I I I 1-,ui j_,• !i t ~ . I D I I I I 1, ' r j, • I I I ..; ~ 0 ' ... Q w 00 ~ I j i l.n r! I ~ :f ~ ~ ~ ~ >-"' 0 I "' w => > w ~ cl :,: z w "' ~~:::Ii!?~~ '""'"'"""'"'""'a< it !11 11' f./ 11 1 II ~ ......-~ ~~ I ) A PORTION OF SECTION 32, TOWNSHIP 24 N., RANGE 05 E., W.M. KENNYDALE VUE POINT CONSTRUCTION PLANS PARCEL NO. 334210-3165 PLANNING DIVISION APPROVED l.:J .. , c,2c,1 s c1.·::::s,~ Cl5TUSPJ;F!!"J"1A ' #0'."'""~ _., _Q" "'°"""""""'c""""'~ PLANT LEGEND [ SQTA1;,GALNM<~ I SIZE & SPACING ~- ~-. -. . __--_. '""":.:.:~------j -_ ~••E•seo,m,es,/ ~ rnm . -•"UN Hf>GHT S1'•C1NCP1'apt,u. ~ ,._,e,a SP.C "GP<RPW< >" CA_IPFR SP>C,t.-!)PFRPIAN k "" ""'~--· -~ • 00· -i ~ '"" _--: _-+ .. -,. on U I ! ;' --• ') ! I I --~ --------,•-j • J -./ '"'"''oo ao-, ~---. • CtAJ<OfHUS ---,--• I CocJW,,1,..-,,.,,•<f>caf"'A,ct.LO«~~ --""C-·'"'" ~ ---~-·..,. :~;.':~=::t"";" I .. ~ . ..,. -.. ,, et;,s,os " @ """''''""""'''00 0--C•S1';S"-""'1Jnt< ,.,,.,_._.,..,•ocse,,;,NG PURPLCROC,,:f!QSE I 'C,AJ.(lH,<'OC 5?AGINC @ M-,a°""' """ '"'-'"" "'"'""' ruw, ~-;;;;-;:;:;:;:;COREGONGRoJ'[ >GAL.ON J 0.C s,...CINO 0 FtOCSSANGUNW. A<DfL.Ow<R,.oc.o;w.1 \C,Al,(lH < oc '"""'"°' :3----beclCWl~ICHDNSlcM""IMRENS :S, -RDSUAA,-USOff,01""-S '°"''""·''"''"""""' lCALLON.>DC """'""' GAOUNOCOVER C) ---jARC1o,;n•,c,osu,,uos, ]"""'"" 110,.C.ON.>OC S>...CINO ,·~w· 100% OF PROPOSED PLANTS ARE DROUGHT TOLERANT SPECIES. OWNER SHALL BE RESPONSIBLE TO HAND WATERING PLANTS FOR FIRST 2 GRO'NING SEASONS LANDSCAPE NOTES AND SOIL QUALITY , PLN<T OOANTITIESSHJWN NL EGfhDARE" '"" INFOO>MllC" ~-RPOSFS"' , .-:.-,NTAACmR ''"'"""""'"'' •a• PROVIOINO ,. '"' OUhNTITIESASSHCTM, ONO"""""'" ' ,•!<DS"-""t "''"' '""'-'·' OE OEE• '<"0 OOAOEC," Of Af lC'-'1 !Wm"E('2JINCHES'Q '•Oil l•I< Dt<, WSrERPe"El"'-l 0, MC so,_ OXYGF .... llON """""'a" '"''""'""''''c"'""'"F' ,o .. ,,..o,, ""'" """"""''-""'-'""" PF""'-'""" ORW'""-""""'G ""'"'"'' ""'"-·'EWl.Y~O,._,C_.O'°"G•,<'Co.nLA;1'°"'-'-'"'-..C""eu"'1W•U•'-"V'H'-"'~<'l"OS'>IS:S<;><S>IO>•c,c,o,1S'-"ee WAlc~fXJ<'1,:0f"""1'1<0>0llO<YOL"'"°" '~::~'.':~ '"""°' •·o<eTHl..--00'[) n)f""---Oll •" scco~" .SCAOANO.'O[eT, IMP{)STCDTOPSOIL"l""-.Al<D,CWC > CDN<R>.COOOCc-'l.cG • .,.,,NTE[-'l.C"--"'l""T<a-"LSFOR•SC"'OOC> <>JON',._..., --IIMS O• COM>'\.SIIDN'J· ..C-<, .. ~..,·-~· ~ ~\ w~, ; Cl IY D- RFN T:')~~ ~ c=•• " fl:ENroN ::...:·=- "---· KENNYDALE VUE SHORT PLAT CONSTRUCTION PLANS , :.,'S,:i~ .. I 'F,,; 01cc,c,og/Sc1"'''1/?,,,,,, w"'"' n,.,t LUA14-000859 LANDSCAPE PLAN -.. J 9 10 W1~ -...--~ -LS-1 J> .. G .. _ -.<l).\' I KENNYDALE VUE SHORT PLAI PPP-S~TTTT ~ ,.·,) 7~ d d i ' 11' .,' ·, I!, 11/·.c 1::::1 : 1 11= 'I= l'ifRf·Ot,·(UI.I. KENNYDALE VUE SHORT PLAT --·-·-------.•• ,.._...,.¥ft.""'""'"""' 11-nN-WliCI I PPP-SS-TTIT ------~·-·-· r::: []]:::: o..'.:' -" ,~""'' ~ n )> -r : :; )> r r 6£8£·0t,·o:;u -< 0 .,, s m :; "' 0 z !'.I m " " )> tD r 0 n " C m ;;! r "' ,...-!---' ' _J --.- ~ -- [ID, ____ .!. o. n ~ " 0 ~ < ;;; :; I ' i:; " ; ; ~ i· < ' --' "' 6 m < ;;; :; " 3 0 "' s m :; 00 r [D' ' :• ' ·r,l.; ~--__ _,.. StoneTerra w KENNYDALE all Desrgn Renton Wavuh_E POINT ' s 1ngton ~---·-- tl38WnN ONIM"O'll(] I •• ' -------------~- Denis Law Mayor August 22, 2016 ·····----.. ----- Community & Economic Development C. E. "Chip" Vincent, Administrator Alex White Alex White & Company Real Estate Development Inc., 31811 Pacific Highway S #298, Federal Way, WA 98003 SUBJECT: Kennydale Vue Point Short Plat LUA14-000859, SHPL-A PROJECT LOCATION: 1316 N 34th Street Dear Mr. White: This office has reviewed your request (dated August 3, 2016) to extend an approved short plat (File No. LUA14-000859) that expires on August 4, 2016. Pursuant to RMC 4-7-070M, the municipal code allows the original approving body to issue a single one (1) year extension. Therefore, your short plat extension request is approved. The short plat will expire on August 4, 2017. You should be aware this office is empowered to issue only one such extension. If the final short plat approval is not completed by August 4, 2017 it will expire and cannot be extended again. Please feel free to contact me at (425) 430-7289 should you have any further questions or comments regarding this extension. Sincerely, Clark H. Close Senior Planner cc: Jennifer Henning, Planning Director Vanessa Dolbee, Current Planning Manager Jan Illian, Development Engineering City of Renton File LUA14-000859 1055 South Grady Way, Renton, WA 98057 • rentonwa.gov DEPARTMENT OF COMM1.,,JITY AND ECONOMIC DEVELOPMENT ADMINISTRATIVE SHORT PLAT REPORT & DECISION A. SUMMARY AND PURPOSE OF REQUEST REPORT DATE: Project Name: Project Number: Project Manager: Owner: Applicant: Contact: Project Location: Project Summary: Site Area: August 4, 2014 Kennydale Vue Point Short Plat LUA14-000859, MOD, SHPL-A Clark H. Close, Associate Planner Alex White & Co Real Estate Development Inc., 31811 Pacific Highway S # 298, Federal Way, WA 98003 WA Developers 4L LLC, 31811 Pacific Highway S # 298, Federal Way, WA 98003 Landon Beyler, Beyler Consulting, 7602 Bridgeport Way W., Ste. 3D Lakewood, WA 98499 1316 N 34th Street The applicant is requesting approval of a 3-lot short plat (APN 334210-3165) totaling 23,422 square feet (0.54 acres) for the future development of three (3) single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Residential-8 dwelling units per net acre (R-8) zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.62 dwelling units per net acre. Access to proposed lot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Letter were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. 23,429 SF (surveyed) Project Location Map Short Plat Report 14-000859 City of Renton Department of Com.__ ity & Economic Development KENNYDALE VUE POINT SHORT PLAT Ad .. strative Short Plot Report & Decision WA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 2 of 14 8. EXHIBITS: Exhibit 1: Short Plat Staff Report and Administrative Decision Exhibit 2: Neighborhood Detail Map Exhibit 3: Proposed Short Plat Exhibit 4: Preliminary Site Plan, Landscape Plan, Tree Cutting Plan, Conceptual Grading Plan, Drainage Control Plan, Utilities Plan, Generalized, Road Profile and Cross Section Details Exhibit 5: Preliminary Technical Information Report, dated June 26, 2014 with the Geotechnical Infiltration Letter, dated June 3, 2014 Exhibit 6: Construction Mitigation Description Exhibit 7: Street Modification Memorandum: Lee Exhibit 8: Public Comment Letter: Kurtz Exhibit 9: Advisory Notes to Applicant C. GENERAL INFORMATION: 1. Owner(s) of Record: Alex White & Co Real Estate Dedevelopment Inc, 31811 Pacific Highway S # 298 Federal Way, WA 98003 2. Zoning Classification: Residential-8 du/ac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RS) 4. Existing Site Use: Single Family Residential 5. Neighborhood Characteristics: a. North: b. East: c. South: d. West: Single Family Residential (R-8 zone) Single Family Residential (R-8 zone) Single Family Residential (R-8 zone) Single Family Residential (R-8 zone} 6. Access: A shared driveway from a limited access right-of- way/access easement off of N 34'" Street 7. Site Area: 23,429 SF (0.54 acres) D. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan N/A 5099 11/01/2004 Zoning N/A 5100 11/01/2004 Annexation N/A 2531 12/31/1969 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts a. Section 4-2-020: Purpose and Intent of Zoning Districts Short Plat Report 14-000859 City of Renton Deportment of Com ity & Economic Development KENNYDALE VUE POINT SHORT PLAT Ad , strative Short Plat Report & Decision LUA14-000859, MOD, SHPL-A Report of August 4, 2014 b. Section 4-2-060: Zoning Use Table -Uses Allowed in Zoning Designations c. Section 4-2-110: Residential Development Standards d. Section 4-2-115: Residential Design and Open Space Standards 2. Chapter 4 Property Development Standards a. Section 4-4-030: Development Guidelines and Regulations -General b. Section 4-4-130: Tree Retention and Land Clearing Regulations 3. Chapter 6 Streets and Utility Standards a. Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations a. Section 4-7-070: Detailed Procedures for Short Subdivisions Page 3 of 14 b. Section 4-7-120: Compatibility with Existing Land Use and Plan -General Requirements and Minimum Standards c. Section 4-7-150: Streets-General Requirements and Minimum Standards d. Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Permits -Specific 6. Chapter 11 Definitions F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element 2. Community Design Element G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant has proposed to subdivide a 0.54 acre {23,422 square feet) site located within the Residential -8 dwelling units per acre (R-8) zone. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street (Exhibit 2). The proposal would create a total of three (3) lots intended for the development of detached single-family residences (Exhibit 3). One single-family residence currently exists on the site and it will be removed through a demolition permit in order to accommodate the proposed project. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.62 dwelling units per net acre. The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre. The proposal is consistent with these density requirements. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. The applicant proposes to retain five (5) trees, remove 16 trees, and plant four (4) trees in order to facilitate construction, public roads and shared driveway improvements associated with the proposed short plat. The applicant proposes to comply with required City of Renton landscaping standards for the final short plat by providing a 5-foot landscaped strip along the public street frontage (Exhibit 4). The Soil Conservation Service map for the area indicates underlying soils for this site to be Alderwood gravelly sandy loam (AgD) and Indianola loamy fine sand (JnC). The geotechnical report concluded that limited infiltration of storm water is feasible in the shallow onsite soils encountered. The shallow soils appear to have adequate permeability and storage capacity to infiltrate a portion of the stormwater on the site and infiltration trenches or dry wells may be utilized for the roof runoff at the individual lots. Short Plat Report 14-000859 City of Renton Department of Com ity & Economic Development Ad . strative Short Plat Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000BS9, MOD, SHPL-A Report of August 4, 2014 Page 4 of 14 The infiltration rates are relatively low which require larger systems. Appropriate design, construction and maintenance measures will be required to ensure the infiltration rate can be effectively maintained over time (Exhibit 5). 2. Environmental Review Except when located on lands covered by water or sensitive areas, short plats are exempt from SEPA Environmental Review pursuant to WAC 197-11-800(6)(a). 3. Compliance with ERC Conditions N/A 4. Staff Review Comments 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 has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of this report (Exhibit 9). 5. Consistency with Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat: SHORT PLAT REVIEW CRITERIA: Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the plat. (,/ Compliant; Note 1: Partially compliant; Note 2: Not compliant; Note 3: Compliance not yet demonstrated) 1. CONFORMANCE WITH THE COMPREHENSIVE PLAN: The site is designated Residential Single Family (RS) on the Comprehensive Plan land Use Map. lands in the RS designation are intended to for high quality detached, single-family residential development organized into neighborhoods at urban densities. It is intended that larger subdivisions, infill development, and rehabilitation of existing housing be carefully designed to enhance and improve the quality of single family living environments. The proposal is consistent with the following Comprehensive Plan land Use and Community Design Element policies, if all conditions of approval are met, unless noted otherwise: Policy lU-158. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family Neighborhoods. Staff Comment: The applicant would be required to dedicate a 2,358 square feet of area for ,I right-of-way dedications along the split road and 3,914 square feet will be included in the private access easement. As a result, the net square footage of the site would be 17,157 square feet (0.394 net acres). The three lot proposal would arrive at a net density of 7.62 dwelling units per acre (3 lots/ 0.394 acres= 7.62 du/ac). The proposed density is within the preferred range. Objective CD-C. Promote reinvestment in and upgrade of existing residential neighborhoods ,I through redevelopment of small, underutilized parcels with infill development, modification and alteration of older housing stock, and improvements to streets and sidewalks to increase property values. ,I Policy CD-14. Infill development, defined as new short plats of nine or fewer lots, should be encouraged in order to add variety, updated housing stock, and new vitality to Short Plot Report 14-000859 City of Renton Department of Cam _ nity & Economic Development KENNYDALE VUE POINT SHORT PLAT Ad ..... ,strotive Short Plat Report & Decision LUAl4-000859, MOD, SHPL-A Report of August 4, 2014 Page 5 of 14 neighborhoods. Policy CD-15. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and /or responding to more urban setbacks, height or lot requirements. Infill development should draw on elements of existing development such as placement of structures, vegetation, and location Note 3 of entries and walkways, to reflect the site planning and scale of existing areas. Staff Comment: Proposed lot sizes are generally smaller than existing lots, although recent similar subdivision of land in 2005 created similar-sized lots to the east. Detailed site and architectural designs, which would be reviewed to determine compatibility with the context of the site, are not yet available. 2. COMPLIANCE WITH THE UNDERLYING ZONING CLASSIFICATION: Objectives and policies of the Comprehensive Land Use Plan (RS) designation are implemented by Residential 8 zone (R-8). RMC 4-2-110A provides development standards for development within the R-8 zoning classification. The proposal is consistent with the following development standards if all conditions of approval are met, unless noted otherwise: Density: The minimum density allowed in the R-8 zone is 4 dwelling units per net acre (du/a). The maximum density permitted in the R-8 zone is 8.0 du/a. Net density is calculated after the deduction of critical areas, areas intended for public rights-of-way, and private access easements. Calculations for minimum or maximum density that result in a fraction that is 0.50 or greater shall be rounded up to the nearest whole number. Those density ., calculations resulting in a fraction that is less than 0.50 shall be rounded down to the nearest whole number. Staff Comment: After subtracting approximately 6,272 square feet of proposed right-of-way dedications and private access easements, the net square footage af the site is 17,1S7 square feet (0.394 net acres}. The 3-lot proposal would arrive at a net density of 7.62 dwelling units per acre (3 lots I 0.394 acres = 7.62 du/ac}, which falls within the permitted density range for the R-8 zone. Lot Dimensions: The minimum lot size permitted in the R-8 zoning designation is 4,500 square feet for parcels greater than 1 acre, and 5,000 sq. ft. for parcels 1 acre or less. The minimum lot width is 50 feet for interior lots and 60 feet for corner lots. Lot depth is required to be a minimum of 65 feet. ., Staff Comment: The following table identifies the proposed dimensions for Lots 1-3: Lot Size Width Depth Proposed Lots {5,000 SF minimum} {50 or 60 feet minimum} (65 feet minimum} Lot 1 8,223 SF BO feet 102.78feet Lot2 6,578 SF 64 feet 102.lBfeet Lot3 6,270 SF 61.0lfeet 102.78feet Setbacks: The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and 20 feet for the garage; interior side yard is 5 feet; side yard along a street is 15 feet far the primary structure; and the rear yard is 20 feet. Staff Comment: All lots appear ta contain adequate area to provide all the required setback areas for new residences. Compliance with building setback requirements would be reviewed ., at the time of building permit review. However, due to the unique configuration of the shored driveway extending off of the limited access split rood and the potential for confusion os to which side of the lats are front, side and/or rear in terms of applying setback standards at building permit review, staff recommends that the front setback, for Lats 2 & 3, be assessed from the shared driveway far each lot, which would result in the rear setback being assessed from the north property line. As a corner lot, Lot 1 will hove o front yard setback Short Plat Report 14-000859 City of Renton Department of Com ity & Economic Development Ad strotive Short Plot Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 6 of 14 from both the shored driveway and the public split road. The identified front, side and rear setbacks shall be identified on the face of the short plat prior to recording. In addition, the homes built on these new lots would be subject to RMC 4-2-115 Residential Design Standards. Building Standards: The R-8 zone permits one single family residential structure per lot. Accessory structures are permitted at a maximum number of two per lot with a maximum size of 720 square feet each, or a maximum of one per lot with a maximum of 1,000 square feet. Accessory structures are permitted only when associated with a primary structure located on the same parcel of land. The maximum building height in the R-8 zone is 30 feet. Building height is based on the measurement of the vertical distance from the grade plane to the average height of the roof surface. The grade plane is the average of existing ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the Note 3 building and the lot line, or where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. The maximum building coverage in the R-8 zone, for lots larger than 5,000 sf, is 35 percent or 2,500 sf, whichever is greater. The maximum impervious surface area is 75 percent. Staff Comment: A demolition permit shall be obtained and all inspections and approvals completed for the removal of the existing single family home. The building standards for the proposed lots would be verified at the time of building permit review. Landscaping: Ten feet of onsite landscaping is required along all public street frontages, with the exception of areas for required walkways and driveways per RMC 4-4-070. Such landscaping shall include a mixture of trees, shrubs, and groundcover as approved by the Department of Community and Economic Development. 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. Note 1 Where there is insufficient right-of-way space or no public frontage, street trees are required in the front yard. Staff Comment: The applicant provided a conceptual landscape plan with the application, which generolizes the landscaping requirements, such as "low maintenance drought toleront landscape area" and "proposed 2" diameter replacement tree(s)" along the frontage of Lot 1 (Exhibit 4). The final detailed landscape plan, with the associated planting schedule, shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. Tree Retention: Existing trees shall be retained where feasible. RMC 4-4-130 requires required thirty percent of the trees shall be retained in a residential development. If the required number of trees cannot be retained, they must be replaced according to RMC 4-4- 130H. Of the 3 trees over 6 inches in diameter, 4 replacement trees will be provided. ./ Replacement trees must have a minimum 2-inch caliper (diameter at breast height) according to the City's Tree Retention Worksheet. Staff Comment: There are a total of 21 trees located onsite of which five {5} are proposed to be retained {Exhibit 4). The applicant is required to retain 30 percent of the trees located on site that are not located within critical areas, proposed rights-of-way and access easements. The trees proposed to be retained are labeled #10, #12, #19, #26, and #27. The applicant Short Plat Report 14-000859 City of Renton Department of Cam ity & Economic Development Ad strative Short Plat Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000BS9, MOD, SHPL-A Report of August 4, 2014 Page 7 of 14 indicates two (2) trees on site would be excluded from the tree retention calculotions due to their location in proposed right-of-woy, utility, ond occess easement corridors; therefore four (4) new trees, with a two-inch caliper or greater, shall be planted (Exhibit 4). The final tree retention plan and tree replacement plan, along with the associated planting schedule, shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. Additional tree retention is encouraged prior to submitting the final tree retention plan, as a fair amount of significant trees are located outside the building setback lines. Parking: Each unit is required to accommodate off street parking for a minimum of two .,, vehicles . Staff Comment: Sufficient area exists, on each lot, to accommodate off street parking for a minimum of two vehicles. 3. 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 and Community Design Elements 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 building permits. The proposal is consistent with the following design standards, unless noted otherwise: N/A Lot Configuration: Standards apply to subdivisions of 4 or more street-fronting lots. Garages: The minimization of the visual impact of garages contributes to creating communities that are oriented to people and pedestrians, as opposed to automobiles. One of the following is required (some options are not listed here due to lack of site feasibility, i.e. garages accessed from alley): 1. Recessed from the front of the house and/or front porch at least 8 feet, or 2. Located so the roof extends at least 5 feet (excluding eaves) beyond the front of the Note3 garage for at least the width of the garage, plus the porch/stoop area, or 3. Sized so that it represents no greater than 50 percent of the width of the front fa,ade at ground level, or 4. Detached. The portion of the garage wider than 26 feet across the front shall be set back at least 2 feet. Building plans, which would be used to determine visual impact of garages, have not been submitted yet. They would be submitted for building permit review. Primary Entry: Entrances to houses shall be a focal point and allow space for social interaction. One of the following is required: 1. Stoop: minimum 4 feet by 6 feet and 12 inches above grade, or Note3 2. Porch: minimum 5 feet deep and 12 inches above grade. Exception: An ADA accessible route may be taken from a front driveway. Building designs, which would be used to evaluate design of entrances, have not been submitted yet. They would be submitted far building permit review (compliance not demonstrated}. Fa~ade Modulation: Buildings shall not have monotonous fa,ades along public areas. One of the following is required: 1. An offset of at least one story that is at least 10 feet wide and 2 feet in depth on Note 3 fa,ades visible from the street, or 2. At least a 2-foot offset of second story from first story on one street-facing fa,ade. Building designs, which would be used to evaluate design of fafades, have not been submitted yet. They would be submitted far building permit review. Short Plat Report 14-000859 City of Renton Department of Com ity & Economic Development Ad strative Short Plat Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 8 of 14 Note 3 Note 3 Note 3 Note 3 Note 3 Note 3 Windows and Doors: Windows and front doors are an integral part of the architectural character of a house. Windows and doors shall constitute 25 percent of all fa~ades facing street frontage. Building designs, which would be used to evaluate design of windows and daars, have nat been submitted yet. They would be submitted for building permit review. Scale, Bulk, and Character: Neighborhoods shall have a variety of home sizes and character. Abutting houses shall have differing architectural elevations. Building designs, which would be used to evaluate scale, bulk, and character of structures hove not been submitted yet. They would be submitted for building permit review. Roofs: Roof forms and profiles are an important architectural component. One of the following is required: 1. Hip or gabled roof with at least a 6:12 pitch for the prominent form of the roof (dormers, etc., may have lesser pitch), or 2. Shed roof. Building designs, which would be used to evaluate roof forms, have not been submitted yet. They would be submitted for building permit review. Eaves: Eaves and overhangs act as unifying elements in the architectural character of a house. Both of the following are required: 1. Eaves projecting from the roof of the entire building at least 12 inches with horizontal fascia or fascia gutter at least 5 inches deep on the face of all eaves, and 2. Rakes on gable ends must extend a minimum of 2 inches from the surface of exterior siding materials. Building designs, which would be used to evaluate design of eaves and overhangs, have not been submitted yet. They would be submitted for building permit review. Architectural Detailing: Architectural detailing contributes to the visual appeal of a house and the community. 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 8 inches is required between the first and second story. Also, one of the following is required: 1. Minimum 3-1/2 inch trim surrounds all windows and details all doors, or 2. A combination of shutters and minimum 3-1/2 inch trim details all windows and minimum 3-1/2 inch details all doors. Building designs, which would be used to evaluate architectural detailing, have not been submitted yet. They would be submitted for building permit review. Materials and Color: A variety of materials and color contributes to the diversity of housing in the community. Abutting houses shall be different colors. Color palettes for all new dwellings, coded to the building elevations, shall be submitted for approval. Additionally, one of the following is required: 1. A minimum of 2 colors shall be used on the building (a main color with different trim color is acceptable), or 2. A minimum of 2 different siding materials shall be used on the building. One siding material shall comprise a minimum 30 percent of the street-facing fa~ade. If masonry siding is used, it shall wrap the corners no less than 24 inches. Building designs, which would be used to evaluate material and color choices, hove not been submitted yet. They would be submitted for building permit review. Short Plat Report 14-000859 City of Renton Department of Com ity & Economic Development Ad , strative Short Plat Report & Decision LUA14-000859, MOD, SHPL-A KENNYDALE VUE POINT SHORT PLAT Report of August 4, 2014 Page 9 of 14 4. 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: Note 1 N/A Access: Each lot must have access to a public street or road. Access may be by private access easement per the requirements of the street standards. Staff Comment: Access to the site is provided by making improvements to the split rood that extended north from N 34th Street. Access to proposed lot 1 would be via o right-of-way dedication of the westerly 27-feet of the subject property followed by rood improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through o 23-foot wide easement and 20-foot wide paved shored-use driveway along the southern boundary of the site from the limited access rood. 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 limited access public street requires 12 to 27 feet of right-of-way dedication and 20 feet of pavement, extended 80 feet beyond the southwest property line. Access to the rear lots is through o 23-foot wide easement and 20-foot wide paved shared- use driveway along the southern boundary, o distance of 144 feet from the public right-of- woy. Fire emergency access and turn around is achieved through the construction of these two roads. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements and all utilities serving the site are required to be underground. A street modification request has been submitted by the applicant for the split road due to limited access roadway. The length of frontage improvement would be approximately 150 feet. Should this waiver be granted, improvements would include a 20-foot wide roadway (3,000 sf+/-), together with a 1-foot to 6-foot high retaining wall, and o roadside guard roil. The applicant contends that the large contrast between existing and what is required will create more of a nuisance for the adjacent property owner to the immediate south. The frontage improvements will encroach into the southerly property, restricting available access. Moreover, there ore no similar improvements in the vicinity, thus the required improvements would create aesthetically and functionally poor connectivity to the existing roadway improvements. The applicant surmises that if curb, gutter, sidewalk, and planter strip were installed adjacent to the new road way, these would need to be removed at a later dote by the city as the improvements would not be correctly built off of the right of way center. The applicant hos mode a formal request for approval of a modification to the required street improvements along limited access split rood from RMC 4-6-060, as outlined in City code 4-9-250C5.d, in order to eliminate the requirement for frontage improvements within the existing and dedicated right-of-way along the limited access split rood. A memorandum from Steve Lee, Development Engineering Manager, was received approving the proposed street modification request (Exhibit 7). Rockeries or retaining walls greater than 4 feet in height will require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. Blocks: Blocks shall be deep enough to allow two tiers of lots. Relationship to Existing Uses: The proposed project is compatible with existing surrounding uses. Short Plot Report 14-000859 City of Renton Department of Com ity & Economic Development Ad... strotive Short Plat Report & Decision LUA14-000859, MOD, SHPL-A KENNYDALE VUE POINT SHORT PLAT Report of August 4, 2014 Page 10 of 14 Staff Comment: The properties surrounding the subject site are all single-family residences and are zoned R-8 an the City's zoning maps. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code. 5. AVAILABILITY AND IMPACT ON PUBLIC SERVICES: Note 1 Police and Fire: Sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provides Code required improvements and fees. The applicant would be required to pay an appropriate Fire Impact Fee. The fee, as determined by the Renton Municipal Code at the time of payment, shall be payable to the City at the time of building permit issuance. Currently this fee is assessed at $479.28 per each single family lot. Schools: It is anticipated that the Renton School District can accommodate any additional students generated by this proposal at the following schools: Kennydale Elementary, McKnight Middle School and Hazen High School. A School Impact Fee, based on new single- family lot, 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 fee is assessed at $5,455.00 per single family residence. Credit would be given for the one (1) existing residence. Kennydale Elementary School is located on NE 28th Street, southeast of the proposed short plat. With the exception of a very short distance, between the project site and the Park Ave N/N 34th St intersection, there are sidewalks between the site and the school. Students would be transported by bus to McKnight Middle School and Hazen High School. Safe routes to schools are available. Parks: Although there would be no significant impacts to the City of Renton Park System anticipated from the proposed project, an impact fee is required of all new residential development. Park impact fees shall be paid prior to issuance of building permits. This fee is assessed per new single family lot at the rate in place at the time the building permit is issued. As af the date of this report, the fee is $963.01 per dwelling. Credit would be given for one {1} existing residence. Stormwater: A preliminary technical information report {PTIR) or drainage report, dated June 26, 2014 was submitted by Beyler Consulting with the site plan application. The report generally complies with the 2009 King County Surface Water Design Manual. Based on the City's flow control map, this site falls within the Flow Control Duration Standard, Existing Conditions. The proposed 3 lot subdivision, zoned R-8, is subject to full drainage in accordance with the 2009 King County Surface Water Manual and City of Renton Amendments to the KCSWM, Chapters 1 and 2. All core and six special requirements have been discussed in the report. The 0.54 acre site is located within the Lake Washington/Cedar River watershed. Based on the City's flow control map, the majority of the site falls within the Peak Flow Rate Control Standard (Existing Site Conditions) and a small portion of the site near the east property line is within the Flow Control Duration Standard (Existing Site Conditions). Refer to Figure 1.1.2.A-Flow chart for determining the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. All work proposed outside of the applicant's property will require a permanent drainage easement to be provided to the City and a temporary construction easement prior to any permits being issued. Water quality will be required for this project. Appropriate individual lot flow control BMPs will be required to help mitigate the new runoff created by this development. Additional water quality treatment design will be required during final construction permitting. Short Plat Report 14-000859 City of Renton Department of Com . ity & Economic Development Ad strative Short Plat Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 11 of 14 The ground surface on the site is generally flat, sloping gently from the north center of the lot to the southeast and southwest. Total topographic relief on the site is roughly five (5) vertical feet. A geotechnical infiltration letter (dated June 3, 2014), for the site, was submitted containing information on the water table, soil site conditions and infiltration. The report identifies the soils as Alderwood gravelly sandy loam and Indiana loamy fine sand. The exploration pits encountered native sediments consisting of medium dense grading to very dense sand with varying silt and gravel content. The results indicated that infiltration of stormwater is feasible at the site. While these soils support infiltration but they don't support pervious asphalt pavement. Stormwater collection is proposed via infiltration trench systems. Surface water system development fee is $1,228.00 per new lot. Fees are payable prior to issuance of the construction permit. Pervious pavement is not allowed on public right-of-way. A revised TIR will be required with the civil plan at construction permit submittals. Water Service: Water service will be provided by City of Renton. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of all structures. A fire hydrant will be installed at south west side of ., proposed access road. There is an 8" water main within the existing public street fronting the site. The static water pressure is about 45 PSI and available fire flow is 1,250 GPM. The applicant provided a conceptual utility plan with the application (Exhibit 4). Transportation: The proposed short plat is also anticipated to generate additional traffic on the City's street system, due to increase vehicle trips to and from the proposed project. The applicant would be required to pay an appropriate Transportation Impact Fee. The fee, as ., determined by the Renton Municipal Code at the time of payment, shall be payable to the City prior to building permit issuance. Currently this fee is assessed at $1,430.72 per new single family home. H. FINDINGS: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant is requesting an Administrative Short Plat in order to subdivide a 23,429 square foot parcel, into three (3) single family lots suitable for development with single-family residential structures. The proposal would result in a density of7.62 dwelling units per net acre. 2. Application: The property, located at 1316 N 34th Street, is owned by Alex White & Co Real Estate Development Inc. The application was submitted and determined complete on July 11, 2014. 3. Comprehensive Plan: The property has a Comprehensive Plan land use designation of Residential Single-Family (RS). The proposed project furthers the objectives and policies of the RS section of the Land Use Element of the Comprehensive Plan. The objectives and policies of the Community Design Element are also supported by the project as it has been proposed. 4. Zoning: Objectives and policies of the RS designation are implemented by standards and regulations of the Residential 8 zone. The project, as proposed, meets or exceeds the R-8 zone standards and regulations. 5. Subdivision Regulations: The short plat, as proposed, would meet the requirements of RMC 4-7 Subdivision Regulations. 6. Existing Land Uses: The site has a single-family residential structure that was constructed in 1955, which is proposed to be removed. Short Plat Report 14-000859 City of Renton Department of Com ity & Economic Development KENNYDALE VUE POINT SHORT PLAT Report of August 4, 2014 Ad ..... ,strative Short Plat Report & Decision LUA14-000859, MOD, SHPL-A Page 12 of 14 7. Setbacks: Minimum setback requirements would be verified at the time of building permit review. 8. System Development Charges: As of the date of this report the Surface Water System Development Fee is $1,228.00 per new lot; the Water System Development Fee 1-inch water meter install is $2,809.00; and the Sanitary Sewer System Development Fee for a Y.-inch or a 1-inch water meter install is $2033.00 per new lot. 9. Public Utilities: Impacts to public services are assessed on a per single-family dwelling basis at the impact fee rate in place at the time the construction permit is issued. There are sufficient services available to serve the proposed plat. 10. Safe Routes to Schools: A safe pedestrian route, with sidewalks, is available between the project site and the elementary school, Kennydale Elementary. Students attending McKnight Middle School and Hazen High School would be transported by bus. 11. Street Modification: The applicant is requesting a street modification from half street frontage improvements that consist of the installation of a 0.5-foot wide curb, 8-foot wide planter strip, and 5- foot wide sidewalk in order to continue the split road along the right-of-way/access easement that extends north from N 34th Street. 12. Public Comments: Staff received public comments from one of the parties of record (Exhibit 8). Comments included concerns with regard to controlling the rat population before demolition and construction begins. I. CONCLUSION: 1. The subject site is designated Residential Single Family (RS) in the Comprehensive Land Use Plan and complies with the goals, objectives, and policies established with this designation. 2. The subject site is zoned Residential 8 (R-8) and complies with the zoning and development standards established with this designation, provided the applicant complies with the Renton Municipal Code, and conditions of approval. 3. The proposed use is anticipated to be compatible with existing and future surrounding uses as permitted in the R-8 zoning classification. 4. Staff does not anticipate any adverse impacts on surrounding properties and uses as long as the conditions of approval are complied with. 5. The proposed 3-lot short plat complies with the subdivision regulations as established by City Code and state law provided all advisory notes and conditions are complied with. 6. The proposed Kennydale Vue Point Short Plat complies with the street standards as established by City Code, provided the project complies with all advisory notes and conditions of approval contained herein. 7. Safe and efficient access and circulation has been provided for all users. 8. There are adequate public services and facilities to accommodate the proposed short plat. J, DECISION: The Kennydale Vue Point Short Plat and Street Modification, File No. LUA14-000859, MOD, SHPL-A is approved and subject to the following conditions: 1. A demolition permit shall be obtained and all inspections and approvals completed for the removal of the existing single family home. Any evidence of rats shall be abated prior to demolition permit issuance. Short Plot Report 14-000859 City of Renton Department of Com ity & Economic Development KENNYDALE VUE POINT SHORT PLAT Ad . strative Short Plat Report & Decision WA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 13 of 14 2. A final detailed landscape plan, including the retention plan and tree replacement plan, shall be submitted to and approved by the Current Planning Project Manager prior to construction permit issuance. 3. The applicant shall be required to record an access easement for the benefit of Lots 2 and 3. The access easement shall be recorded prior to, or concurrent with, the recording of the short plat. DATE OF DECISION ON LAND USE ACTION: SIGNATURE: ./ ! / .', la~tl Jennifer Henning, Planning Director Deportment of Community & Economic Development TRANSMITTED this 4th day of August, 2014 to the Contoct/Applicont/Owner(s): Contact: Applicant: Owner: London Bey/er, Bey/er Consulting, WA Developers 4L LLC Alex White & Co Real Estate 7602 Bridgeport Woy W., Ste. 30 31811 Pacific Highway S # 298, Development Inc. Lakewood, WA 98499 Federal Woy, WA 98003 31811 Pacific Highway S # 298, TRANSMITTED this 4th day of August, 2014 to the Porty(ies) of Record: John Kurtz Mike Bottin PO Box 2738 3410 Park Ave N Renton, WA 98056 Renton, WA 98056 TRANSMITTED this 4th day of August, 2014 ta the following: CE. "Chip" Vincent, CED Administrator Steve Lee, Development Engineering Manager Jan Conklin, Development Services Carrie Olson, Development Services Craig Burnell, Building Official Vanessa Dolbee, Current Planning Manager Fire Marshal Renton Reporter Federal Woy, WA 98003 L. 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 S:00 PM on August 18, 2014. An appeal of the decision(s) must be filed within the 14- day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). Renton Municipal Code Section 4·8-110.B governs appeals to the Hearing Examiner. Appeals must be filed in writing together with the required fee to the Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98057. Additional information regarding the appeal process may be obtained from the City Clerk's Office, Renton City Hall -7th Floor, (425) 430-6510. Short Plat Report 14-000859 City of Renton Department of Com . ity & Economic Development Ad strative Short Plat Report & Decision KENNYDALE VUE POINT SHORT PLAT LUA14-000859, MOD, SHPL-A Report of August 4, 2014 Page 14 of 14 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 pa rte (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. Short Plat Report 14-000859 KENr >ALE VUE POINT SHOF NEIGHBORHOOD DETAIL MAP PLAT ' ' I I I L _ ---....L_ ---.....L. __ -_ j_ ____ j_ ------1-------...J L_ _ _J N. 37TH STREET ---) I r----T----,----T----T--.,----------; I ! 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I I I I ~--------~ / : /--------~ : / I I I I l / I I I I I 1 •-------~ -------+-------+---, ---t---------j : : I I I I I I I l I I 1 I I I l I >----------------1-II I r--------j I ------, I f I t I I I I I I I I I I I I J ~----------------~ : : I t--------1 I 1--.....,.---J I ! I I I I ' I I I I ! I I \ I l I I I ~---------,-------J \ i / / 1---------l SCALE; ilt DATE; DRAWN BY· BEYLER CHECKED BY· JURlSDICTION; CONSULTJKG Plan. Design. Manage JOB NUMBER I I I I I I ,------j I I ' ' ~---_,------/ I I I I ;--------{ I I I I ' ' I I I I L _____ _1 1"=200' 06/17/2014 JAP LCB CITY OF RENTON, WASHINGToN 14-029 CONTAcrl-,-H-,-er~,"o=,:.....,:.......:::...=c;:.~~~-1 SCALE: 1" = 200' EXHIBIT 2 ,w phone: 253-301-4157 fax: 253-336-3950 beylerconsu lting. com NM 1.0 CITY OF RENTON SHORT PLAT NO.=~------ RENTON, WASHINGTON DEDICATION KNOW /\LL PEoPlE 9Y T}j[S[ "llESE'NTS ™AT Mc, NE lJNO[R';IGNFD CWN£R{S) OF INTEREST IN Tl-€ LANO l-!ER(9Y SHORT $\)9(11~0f:D, KERE0Y CECLARf lHIS SrlORT PLAT TO BE THE GRAPHIC REl"RESENIAIION Of THE Sl<ORT SU30l~Sl0N IAAIIE HEREl!Y, AOO 00 HEREBY DEDICATt TO lt<E USE Of lt<E P1.!8LIC J'()R- r\/rR, ALL S1RrET5 A~ A\lt:NUES NOT SHO"IN AS Pll•VAIE HE~EUN ANO l/C- OICAlE Tta\C USE TIIERE:OF FOR All Pl/El.IC ~l/RPOS!:S NOT INCONSISTENT WHH 1HE USE ntER£QC FOR PUBLIC HIGHWAT P\.IRl'OSES. ANO ALSO 111E RIGHT TO MAKE ALL NECESSARY 51.Cll'ES FOR WTI; /\I'll) F1l.LS l/"{»j THE LOTS Sl!OWN THEREON IN THE OIUCINAL REASOW.BLE GRl,OING OF Sl\lll STREE~ ANC> ',','E- NUES, ANO rutTIJER OEO,CATE 10 THE USE or 1HE PUIILIC AU. EASEMENTS .. No TRACTS 5110',ltl ON n•s SIIORT P\..O.T rOR All PUBUC PUF!POstS AS INDICATED TliE~ON, INCU!OING BUT NOT UMITED TO PARKS. OPEN SPACES, UTILITIES ANO ORAINAGE UNLESS SUCH EASEMENTS OR 'flllCTS ARE SPECITTC- ALLY IO£NllF'IEO ON ll-llS SHORT PLAT AS BEtlG D!DICATl'O OR C!IW'!:"!£0 TO A PERSotl OR ENTITY OTHER 11-lAN Tl1E PUilUC, IN WHICH CASE WE 00 HERE- BY )E:01CAfE SUCH STRHIS, EASEMCNJS, OR IRAGTS TO rn~ PERSotl OR ENTITY ICENllflEO Als(I FOR Tl1E PUfll'OSE STATW. fURTl1Efl. TllE UNDERSIGNED ~E~S er llfE LANO HEREBY stjQRT sue Ol\110£0 WAl\1£ FOR Tl1Et.lSEL\,ES, Ti£1R HEIRS ~NO ASSIGNS ANO ANY PERSON O'! ENTm' OER,'-1NO 1111.E FROM THE UNOERSl!l!IEO, ANY ANO ALL CL!\JMS roR OAll!AGES ... GI\INST KING COUNTY, ITS SUCCESSORS mo ASSK:NS MIICII 1,MY B[ ocnSIONEO BY 11-lE ESTABLISHMENT, COOIS'f!IUCTION, OR MAIN1ENANCE or ROAOS AND/OR DRAIHACE: SYSTl'MS Mll-llN ll-llS Sl10RT SU8Dl"1SION Dll!ER Tl1AN Cl.AIMS RESULTING FRO~ INACEQUATE MAl~TENANCE BY KliG COI.R'ITY. rtiFrf.;ER, n£ \JNOERSIC~ED 0WN£f1S or 'THE LI.NO HERE8Y SHORT sus- 01\IIDEP AGREE F~ nt(~5W,ES, THEIR HEIRS ANO ASSCNS IP INDEMNIFY A~() >IOI.O !(ING GOUNTY, ,rs 9.JCCfSSORS ANO ASSICNS, HAR!,1..ESS nmM ANY OAIU,CE, lffCI.UMOO ""y COSTS OF' OEfEHSE. CL,IJM(O SY PER~S WITHIN OR Wl'!HOUT THIS SHORT SUBDl\llSION 10 HA\,[ BE£~ CMJS€0 BY AL'f'c:~ATIONS CF lHE QR(l,JN(l sv~ncr, V',GfTAllON, Dl'!AINAC!: OR -fAC[ OR SU~-SURf'ACE W,O,TE!I f1.0WS ""'TMIN THIS Sf!ORT SIJBOIVISION OR 91 ESTM!USH'-IENT, CONST- RUCTION OR I.IAlffTENl'ICE Of THE lro,o,DS NTH<N Tt<IS $HORT SIJB[)I\IISl0t. PR0"10rn 11H5 WAI\IER ANO INOE,..Nlf1CATION SHAU. NOT BE CONSTRUED AS RELEASING KING COUNH, ITS S\ICCl':SSOl1S OR ASSIGNS, FRQ!,I LIABILITY fOR OA'-IMES, l~LUDING TME COST OF' DEFENSE, RESUlll~ I~ I\IIOL[ OR IN PART l'IWM THE NEGLIGf:NCE CF K'NG CO\JNTY, •T'S SVCC£SSCf1S OR ASSIGNS. TIU SU801"1SION, OWICAllON, WAll'FII Of Q.AIMS AND A(:RHt,IEN[ TO HOLO HAR,..LESS IS MADE WllH lHE rRE.E CONSENT ,O,ND IN ACCORO,O,NCE NT\1 Tl<E ()(SIRES or ~IO OWl>l'RS IN \l1W1:S$ WHEREOF" WE: SET DUR H,O,NOS AND SE-.t.S NA~[ "'" S1,0,1E or W..SHINGlON CO~TY OF KING "'" "'" I ce:~Tin lli/lT I l(NOII' OR HA\/E SJ\TISF'ACTORY EVIDENCE THAT SIGNED THIS OEOICAflON I.NP ACKNOWI.LOCE:0 IT TQ BE (HlS/HEII) FREE ANO WlLUNTARY ACT fOFI THE USES ANO PURPOSES MENTIONED IN THE INSTRUMENT. ~~~JUll=,c~~-------- ~~1~ ~~cor··------- NOTAAr Pl!BUC --------,M __________ _ I.IY APPO<NlMENT EXPRES ----- ST ATC OF ) ) " CCJJNTY or ______ ) I CERTIFY TliAT I K~W PR HAVI': S>.llSF'ACT(llY E"10(NCE 111AT Sl()l'iEO lHS DEDICATION ~0 00 OAT~ StAllO ll1AI (Hl/SHE:) WAS AWll-lOAIZ[O TO [K[CUTr 111[ INSTRUMENT AND ACKNO\\\ElGro IT AS 11£ ~--TO SE 11..: rnrr A~P VOLUNTARY ACT or SUCH PARTY f(ll l}£ USES ANO PURPOSES MENll= IN THE INST~UMlNI. PATED---------- Slct/ATliRE: Cf' ~w1im ~~t~00f~------- NOTAAY i>\JBUC --------,M __________ _ MY APPOl~lMDIT EX?IRES RECORDER'S CERTIFICATl FILED FOR RECORD THIS . DAY OF 20. AT . ',I IN BOOK o~· ...... AT PAGE ........ AT THE RFQUEST OF .. "!.r!.~/\.5 .. ~: .. '?D.ll?. SURVFYOR'S NAM{' MANAGER SUPT. OF RECORDS APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOi ./PAGF CEP/\RTI.IENT OF DE\IELOPMENT AND ENVlRONI.IENTAL SER\llCES EAAMIHEO ANO APFRO\/EO TI,IS __ 01\Y Of ____ ,O __ E~.o.MW!:P I.ND ~P~RP\'EO THIS --O~Y or ____ 20 __ OIR[CTOR, L,0,1<[) U5E SER'wltES 01\IISl!;J)I EXM,fNEO ANO APPROVFll Tl,IS --DAY er ____ "-- OEwELOPMENT ENGINEER VICINITY MAP SCALE: 1"-1000' ------- LANJ SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPER\IISION IN CONrORMANCE WITH THE RFQUIIIEMENTS OF THE SURVEY RECORDING ACT CHAPTER 58.08 RCW AND JJ2-1JO W/\C IN APRIL. 2014 ~SSESSCIR SCALE· llNCH•30l'T. " ~ ro O(l'UTY ... Sst:SSOR PORTION OF AOCPUNT NUMBER --------NE 1/4 OF SW 1 /4, S. 32, T. 24 N., R. 5 [., W.M ' ' i \1 -"'"_.1,srs, at LEGAL DESCRIPTION THE NORTH JO]. 75 FEET OF THE EAST 232.00 l'Eff 01' TRACT 26, C.D. HILLMAN'S I.AKE WASHINGTON GARDEN OF EDEN ADDIHON m Sl"ATTLE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED TN VOLUME ll OT Pl.ATS, PAGE(S) 63, RECORDS OF Kl/VG COUNTY, WASHIIIGTON: EXCEPT THE SOUTH 27.75 FffT 01' THE WEST 15.(1{1 FffT THEREOF; S{TUATE IN THE COUNTY OF XI/VG, STATE OF WASHINGTON. DESCl<JPTIDN ABOVE PER STEWART TITLE COMPANY COMMITMENT FOR mLE INSURANCE ORDER NUMBER 01148-32239 DATED l'IAY 27, 2014. PARENT LOT GROS$ ARE"A' 21,429 SQ. FT. + NIT AR£A; l6,808 SQ. FT. ± ZONING! R-8 OEN'.;/TY PER CODE; 8 DWELUNG UNITS PER NET ACRI: PROPOSED DENSITY; 7.614 DWEUlNG UNITS PER NET i\CRE LOT 1 GR05S AREA: 1,,2.lJ SQ. FT. ± AREA OF ONSITE ACCESS ll lJTll/TI' EASEMENT; 2,439 SQ. FT. ± NET AREA: 5,784 SQ. FT. ± LOT 2 GROSS AREA: 6,578 SQ. FT. ± AREA OF ONSITE ACC/:55 & UTILITY EASE/I/ENT; S,J 06 SQ. FT. ± NET AREA: 5,106 SQ. FT. ± LOT 3 GROSS AREA; 6,i?O SQ. FT. ± AREA OF ONSJTE ACCESS & fJTIUTY EASEMENT: 0 SQ. FT. ± NIT ARfA; 6,270 SQ. FT. ± RIGHT OF WAY & EASEMENTS AREA OF RIGHT OF WAY DWICA710N; 2,358 SQ. FT. ± AREA or ONSITE ACCESS & UTILITY EASEMENT: 3,914 SQ. FT= rt> 1- 1-4 i:a 1-4 ::c X w RECEIVED JUN 2 7 ml~ C!TY CF ;.'~~:rON PLAl>IN~.K'". r,,v,i~ BEYLER KENNYDALE VUE POINT SHORT PLAT CONStrLTfNO Plan. Design. Manage CONTACT onono: 1S3,J01·415? o,na ru 2H·lJ~J950 1601 &r••i•l>'l" "'"• w b•yl<·con,ulllng.«>o, L.11N1wooO, WA o.!d9 DWN. BY '" CHKD. El'f ~ OAIT 06/2~/2014 SCALE 1"-Jo' JOEi NO. 14-029 SYE~T o, VICINITY MAP ~•sis OF ~E••1""s "1C"'1t10F Sut<ve, ,00,000,.,,000,. m, "Ol'<LJMWTW CEliTcOWff Of NOW '""'WE ,R()e< Nt,1/TI< l4rM S,l'fST ,o NOR rH 10fH HRffr /S l«laTH OJ •s,·•o· &.ST. ~En1C. .. O,<T1JM liAVOIJIJ. eEMO/i 8f'<C<<MA« ~EN'51'c STffe M\il SH 1 o· "" o• ·~-C8'l'l'O OF "" ""ll'"SEC"'" OF N JJJIO Pl AliD PM< ,vc "· a[VAr/0/i • ,ai.c,s. l'll<M•NS ,~ WN,;:,,00£1< OC,DEN #J , 1)2 "1'0CN /07 75 er 1,.s.s w 15 Fr DI'< 1' 15 er lfSS ,oO W/1. M :.,~~~r:i.;;;,': :::;iGN ~i:/~<S"1'<G•Oli i"'~:;,';~"':.i:i :ii~7.~.!'.:."'ro """'" A PORTION OF SECTION 32, TOWNSHIP 24 N., RANGE 05 E., W.M. t KENNYDALE VUE POINT PRELIMINARY PLAN , ____ ,,.,owo•w,.oroic"IO"----+-! PARCEL NO. 334210-3165 "·''~'' "N •·,,, . .,., .-. t,,,,,. .... ..,,.4:"..' • \ ' -~----------r -"-r---.. J--1' ~.::--7' r-;, ~ LOT2 -f, ,j.. L'"'"'"'' '1 6,578SQF"T I 1,t .l"!I. t~',":;;., I 0 01,!~~oES t '~. """"LOT3 /i" I I~ .,.-, ... , I ~ I 6,270 SQ FT 1 • I -r 0!4ACRES l._i I J,· , ,, ,~,fi \1 1 L--~---:::-f c.. -·o I/ -' ' "' ---,f ~ 11 I 1/ ~ --1.Q._ cmmmmwml \ '•1'·• ]J 1;-I 'i ): ·o:;\ ~ i I i: i. ,11j ' -\ ,--I--::-_ ~ .. ".FNT.;m,, ·. I •, •n , .• -, · , 1 \_ 1 '" """ \} !,:11 ;1\~ \ I I IL,"'"""'), ) J"'"'"·'""'' ' ' . .l~f--;;').,:. ··,.-:--;·-~ m••«-J \"):'"'"'''~-• .. _' -........ ~-- "'• -. __ / i Ji,' I ',,, \ /:,: f" t,{ ' . l' I I ' ,,_, .,,,.,. G1"•o; \ -1.;:,_1....__,,.: '/=/Lll/,,:,:U. • \ \ '1 ,,.,,,..,,.., j • "r,m,v;=,,··,· ~,:.., , · ·~t·1 ..• _,,,,,,,,,,. fil j 11, ..., J 1 __ 1' , \ , -! I, .... " J "'<;~; I \_ ~ r,-~-r-11-T1-l;;,j~-IT!! II 1, , ,·.,,,. 11 ,,.,,s,•;•u;,, J I'"'' i / / • i . . ~::,~,z;· 1··· J,;,,," . .+ "'" if="" : ': 1 ·1" , " 1 ,,, ";:,~;; ACCESS , : r · ,..,, .. a l 1 ' RESIDENTIAL ! ~ \ ' 'i ]_ ·-/,1 1 t, 1 ,pl ,. . 11; ~ r=mmli·'II{ !i i, r i I 'Ir I IB ~. ! : f' I' .. / · 1 t , ;! ~ i 1 :, 't ff ' '°'"t· I b.=--..-.-,_.,u~ 1 . . . o e /: ~ I-1----I···········-: =~F ---1 / I' . I, 1·· It~ '.' 1· I --'""" ' .... Y 'ilj,11'§" i 'i {,, ,,,, .... . \;'. I ! _J '.''"f·• ···I'···' ·'·--i:f---t ... 1.... -'"'.''·· I ,:: '\ ; -··~ ' ' / 1 I" \ t?'-·1 · :~· ~·-r,''-.-... ~-:Di i ~-_ __;__ :v;"'"/;;~ 3~tf.t.sTR~i·· ~ -If (,0 "'-'/1,'C,ow, ·~·,, ,,J: ,s I ··-,!F"'"'•f" .. '" ·" ,11 ·1· ~~ ;~ "~ ·1· ~~ M-r-\. r'" 'i '" l· t""·i -f"oo l f -.t ~~ ROADWAY PROFII.E "~' ..,.,,,._,, ·.~ .. ,-., :...,";;;;;;J. I ROADWAY SECTION D r::::i w ~ .,,rn.,: . ....o,c,....n,"' """"""'-'""""'"' -=""""'°""""""" ""°""'°"'""'"'""""' VJ ,::C:a;,";J;:· D 0 =•c·a .. J,J.1'<1/PGlS/ J.i•1Srmo,,, 9HE1TI,.""9Vf!!!'N!i W••ro "'""""'-f C,,,M 'CO«cO•IVW>AL< '' ffWSt 'OOlf<II"" TOTA<. ror..._ l"(;/s J,QJGSF /Pl:l/S/ J,SGGSf (Pl:)15/ ··"""" ~ 4,'20 Sf /0.10 AC", """"'"""""'~.'.,0'<}.,,.t.,w-,,..,.,.,.-.,,,c<,,.,ca.->C .. '°"'"~'"'"°',-,c"'~"'"'°""'·,-,n;w,,c,,.o• i I -=:t' t::; co 1-4 :I: >< w >-' ,..t/CH ~U"lll'•· 1J.<J1C•JJ6S 2 :il SH1'All0Pf5S H1'~3<Tl<5T. 2 -~I'.! REHTOl'<,WA UJ ~b 51" AOfA• '1,<" SF {0 >< AC•F5J :::c:: ~ ZOl'</1/C: RB, l•f51Dl'.lir!AL •! <>: ~ SET/I.AC~<· ~ ~ :~,;~ ;; ~ Ii s ..... u if, JHTl'R/00 S PRELIMINARY U.NOvSE ACC!55 ~ ~r:ur, u,,.,,vr UH SF •owoEO•CAT/ON 1,J5"SF "'"'"''~Gwr,oe, ,,,:s,<F(..rrAPFA/ Tor A<. /OWNERSHJPAOEA) 2J.•l• SF(Q ... AC) PPl.O CITY OF RENTON SHORl PLAT NO. __ _ REN TON, WASHINGTON LEGEND -0 FOUND MONUMENT IN CASE; FEBRUARY 2014 0 fO 6E SET: RE6AR ANO CAP PLS 22016 EXISTING ROCKERY C LJ EX/STJNG CONCRETE EXISTING ASPHALT BASIS OF BEARINGS RECORD QF SURVEY 2DOJU~U7~00002. THE MONU/lffNffO CENITRUNF OF PARK AVENUE FROM NORTH 34TH STREET TO NORTH 36TH STREH 15 NORTH 01°52'40' EAST. EQUIPMENT USED TOPCDN PS103A TOTAL STATION. STANDARD FIHD TRAVERSE METHODS FOR cot.TR.Of.. ANO STAKING l.INE TABLE LJNE # LEflGTH DHIECIION u 15.00 S88° 42' 15"E " 27.78 NJ• S2' 40"E u 11.00 S88° 42' 1.'i"E ' CURVE TABLE CURVE# LENGTH RADIUS DELTA ~· 24.92 25.00 57°06'23" 21.8'1 45.00 27°46'41' 16.67 25.00 3B 0 Jl'47' I" 1a=<: , a'" I ,c :,. RECO~OING NO. VOL/PAGE "' '< '/ N~RTH 36T~,~;,~.';;.1;, (~OR;~T,fvi:_NUE) -~::,:-SCALF: ! JNCJI R 30 F'I'. Lillie:::= " 0 "' ., PORTION OF NE 1/4 OF SW 1/4, S. J2, T. 24 N., R. 5 E., W.M. ~ § ~ <u I g '/ to~ ,..._ :.:: !2 12 ~ ~ ~ '" g ~1; ~"-~~iii :.!'. t ;_ ~ ~I '< I 12 I ~ i-- ;)JlARTU~E. 6ll(;E:iE R 14(1.l N -16TH ST ~3H2LG-J!4l loD<..ECOMBE, I NOilEN/t+,\U:-ILER D.~ \' :4;9NJ6Tllf.T ~.l.l<l2:0-JH2 Ll,'1'01'.G+i:Hl:~G 1H'-,'N,, _L_ I -27.DD' -'J RIGHTOFWAY:f. I DEDIO\TION .,;I COLOM RI, GAR'' L I ,.._ 27' - l314NJHH::IT I S 0 #33+210-3169 ~ (:, Ex. smrrARY I ~! r." q """"'""°" ~ : I ., .>···1r,."., ~ ~ ·I, \) 11 I ,,; I· I/ .: 80,DD' LOTI 3,213SQ. FT.et k ~ N88'12'15''W 231.0J' 64.00' LOT2 6SiaSQ FT_,1, ---r ., k ~ > ; ~ ;; l4U K .1/,111 ,\'I UJ4110-Jl4l 61.0l' LOT3 6,270 SQ. FT "' PROrOSED LDT LINE (Tl'P) k ~ > ~ " ;; RYl,:\ND. STF.PHEC'l D+JENNIFER L J,107 ~1EAOllW AYEN •BHID-:llS~ r '/ I ~ j' i I : "·" \,, .• ~:.; ~" " "·'' -Ir,.--- [ ~ i EX ~ir.~~ ::iEMENT I I I HOUSE I I I I ~ I • I ),... EX. WATER DOLLJN(; DAVJD I 1 1 i /1 METER (TYP) M+j())-' ~UH / TOMBERG. ADAM 1:;12:..;.MT!l:H ~3.1rno.:;110 AR\l!T.'\GE JO:lliJ'Jl·TEN1'T101 .),\ll 1,IEAf'>fl\V ,Wr, N ! If ' .., l.120NJ4Tl-1~1' I h ...__... § ~ ~J:14:'JO-J)f,4 I II;.,; I i.!. ~ I ~ G rr----\-:,x=.~,_:,:,,:.~'"rG:--------,---------..j J~VJl(r~ WALL ''\~ ·;.,;~ .,.,----EX.WOOD , ._. , Et r FENCE EX.WOOD~!.·. ,;;tot RETAINING WALL __ -••. ! .. ~. I j , .... 10'--:f"-W 1 1 / ! I EX. ASPHALT j WEDGE CURB '. I "· "" ~I .. ·.. ·.·. I HYDRANT I 11--I . I I . I --_I I 1,p,,._+ ---- ~" J _____ L_ _,_,_,._,,_' --+---¥ _ NORTH 34TH STREET (EIGHTH AVENUE) EX. 51\N/TARY S 88°42'15" E 7Z:Z.~l' SEWER MANHOLE I I I I I I I I _ __ L_ ~J.l1211) JJS5 RECEIVED JUN272C\~ ~ a"= """'"' '" PW<l,lllG"hf',5'~ ~ >: £ BEYLER KENNYDALE VUE POINT SHORT PLAT CO!UuL,-1NC Plan. Design. Manage <XINTACT pnono, 75l-J01 ·• • '7 D~,,C! t .. , 1"3·lJ&-J,,Q 780l &,IO~•oort W•Y W 1>1~lorcon1ult1ng.a,m "''"'"'""· WA,~.,, 01\t-1. BY I OATE I TAG/JAP I 06!25/2014 CHKD. BY SCALE l_1old 1",.30• JOB NO. 14-029 SHEET o, KENNYDALE VUE POINT SHORT PLAT Prepared for: Prepared by: Reviewed by: Preliminary Technical Information Report WA Developers 4L LLC 31811 Pacific Hwy S #298 Federal Way, WA 98003 June 26, 2014 Joseph A. Parsons Landon C. Seyler, P.E. Seyler Consulting 7602 Bridgeport Way W Ste-3D Lakewood, WA 98499 253.301.4157 Entire Document Available Upon Request EXHIBIT 5 Page 1 kennydale Vue Point Short P!at iB: BEYLER CONSULTING June 17, 2014 City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 RE: Kennydale Vue Point Short Plat -Construction Mitigation Description Project Name: Parcel #: Site Address: Site Area: Zoning: Proposed density: Kennydale Vue Point Short Plat 334210-3165 1316 N. 34th Street 23,429 sf (0.54 acres) (Surveyed area) RS (Residential 8) 7. 77 du/acre (based on net area) Proposed Construction Dates The project's proposed start of construction is December 1'1, 2014 and should be completed within 6 months. Hours and Days of Operation Construction operation will be between 8am and 5pm, Monday through Friday. Proposed Hauling/Transportation Routes Necessary hauling and transportation routes will be south along the limited access drive, west along N. 34th St, thence north or south along Park Ave N. Measures to Minimize Effects of Construction Working hours will be limited to the weekday during normal business hours. Erosion and sediment control practices will be implemented to reduce the amount of sediment tracking onto public streets. CONTACT phone: 253-301-4157 fax: 253-336-3950 bey!erconsu!tlng .com OFFICE 7602 Bridgeport Way W, Ste 3D Lakewood, WA 98499 Plan. Design. Manage ClVlL ENG!NEER!r,G j LANO SURVEYlN( PROJECT MANAGEMENT ! PERMIT EXPE[ Entire Document Available Upon Request EXHIBIT 6 July 30, 2014 WA Developers 4L, LLC Attn: Mr. Landon Beyler 31811 Pacific Hwy S, #298 Federal Way, WA 98003 Community & Economic Development Department C.E."Chip"Vincent, Administrator RE: Street Modification Request -Proposed Kennydale Vue Point, File No. LUA14- 000859, MOD, SHPL-A Dear Mr. Beyler, We have reviewed your street modification request against the normal code required for street improvements assciciated with a proposed 3 lot short plat located at 1316 N. 34th Street (APN 334210-3165). 1316 N. 34th Street is generally located east of Park Avenue North and north of N. 34th Street within residential zoning. The proposed short plat would normally need to meet the City's complete street standards including 0.5 feet wide curb, 8 feet wide planter strip and 5 feet wide sidewalk for residential streets. In order to build this street section, approximately 27 feet of land for public right-of-way use would be needed to accommodate the widening. The modification request {RMC 4-9-250D and Ordinance 5137, 4-25-2005) is to waive the requirement from complete streets half street frontage improvements due to limited access roadway, existing steep slope at the western side oftheN. 34th Street centerline and would restrict available access to properties west of N.341h Street if curb, gutter and sidewalk were to be fully built. The modification request is based on serious difficulties with constructing a roadway to safe and economical engineering standards to existing abutting private properties with grade issues. The City also does not intend to improve north of N.341h Street in the future due to steep slope and other physical issues. Based upon these documented engineering constraints, the requested modification is granted, subject to conditions. The proposed centerline wall must provide a guardrail along the length of the rockery wall and insert an accordion/collapsible bumper at the end of the guardrail. The street shall provide a minimum of 20 feet of asphalt pavement EXHIBIT 7 Renton City Hall • 105 rentonwa.gov The street standards modification does not become official until the short plat is approved, at which point it can be appealed, etc. The modification listed in this letter will be included as part of the CED approval for the short plat application. If you have any further questions regarding street improvements or drainage requirements for this project, please contact Kam ran Yazdidoost at425-430-7382 or kyazdidoost@rentonwa.gov. Sincerely, ·/: ~/' c:;.:_,r-. Steve Lee, Development Engineering Manager CED/Current Planning Division cc: Jennifer Henning, CED Plarining Director Kamran Yazdidoost, Plan Reviewer Clark Close, Associate Planner Clark H Close Associate Planner Department of Community & Economic Development 1055 South Grady Way Renton Wa 98057 Ref Kennydale Vue Point Short Plat/LUa14-00859,Mod SHPL·A Mr. Close 7/23/14 RCCEIVED JUL 2 5 20\4 CITY OF RENTON f'LANt>JiNG D 1VISiON I live on the property on the northern boundary of this project at 3504 Park Ave North. · · While I do not oppose the project in general, I am very concerned about how the Rodent problem is to be managed when this house is demolished. Less than 2 years ago this house had a horrible infestation of Rats that was dealt with by the then current owners of the house. My daughter was moving into it as a rental and consequently, I was actively involved in the issue. I have pictures and reports from the extermination company if you wish to see them. The recommendation at that time was to abate the infestation and then have a planned maintenance program to keep the Rat population down going forward. That was not done by the owners and since my daughter left the house and it was sold a year ago, there has been absolutely no efforts to control the Rats either externally or within the house itself. (I did that while my daughter was renting the house). The neighbor behind has said he has witnessed rats running on the roof of the house several times. We have tried talking to the Terhune Home people about it several times but have had no success convincing them something needs to be done. My wife even took one of the workers out back to the apple tree where they both saw apples obviously nibbled on by the rat population in that yard. My wife recommended that the apple tree be removed to eliminate a food source .....• but it still is there. I have 7 poison stations in my yard {5 of them close to the boundary) and continue to find them "eaten" so I know there still is a problem. When this house comes down and construction begins, I am convinced that what is a barely manageable problem will become unmanageable due to the rats being forced to move from their traditional grounds. What are your plans to eliminate this population of rats before demolition and construction begins so this population of Rats does not further invade my property before, during and after this project begins?? Please respond with a plan and notice of any and all meeting I need to attend to get this problem corrected. EXHIBIT 8 ~°' f [iQ...-ctci,v "'-- V ., ore] ch) v)illltv CJ\ll:Vl.--,, PLAN REVIEW COMMENTS ( PLAN ADDRESS: DESCRIPTION: Engineering Review N 1316 34TH ST RENTON, WA 98056-1960 APPLICATION DATE: 06127/2014 The applicant is requesting approval of a 3-lot short plat (APN 334210-3165) totaling 23,422 square feet (0.54 acres) for the future development of 3 single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Residential-8 dwelling units per net acre (R-8) zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.6 dwelling units per net acre. Access to proposed lot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limiled access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Lener were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. Kamran Yazdidoost Ph: 425-430-7382 email: kyazdidoost@rentonwa.gov Storm Comments Created On: 07/23/2014 EXISTING CONDITIONS July 29, 2014 WATER: Water service will be provided by City of Renton. There is an 8" water main within the existing public street fronting the site. The static water pressure is about 45 PSI and available fire flow is 1250 GPM. SEWER Sewer service will be provided by City of Renton. There is an 8 Inch sewer main through the private access to the East property line. STORM There is no storm conveyance in public access road. STREETS There are no street frontage improvements fronting the site. CODE REQUIREMENTS Water: 1. All new construction must have a fire hydrant capable of delivering a minimum of 1,000 gpm and must be located within 300 feet of all structures. A fire hydrant will be installed at south west side of proposed access road. 2. System development fees for water are based on the size of each domestic water meter that will serve each building. Fee for %-inch or 1-inch water meter Is $2,809.00. Fee for a 1-1/2 inch meter is $14,045.00. 3. Fee for a %-inch meter installed by the City is$ 3,710.00. Fee for a 1-inch meter installed by the City is $3,770.00. Fee for a 1- 1/2 inch meter installed by the City is $5,330.00. SEWER: 1. A separate side sewer stub shall be provided to each building. Side sewers shall be a minimum 2% slope. 2. System development charge (SDC) for sewer is based on the size of the domestic meter size. Sewer fees for a~-meter or 1-inch meter is $2,033.00 per new single-family lot. This is payable at the time the utility construction permit is issued. Credit will be given to the existing home connected to sewer. SURFACE WATER 1. A drainage report (PTIR) dated June 26, 2014 was submitted by Beyler Consulting with the site plan application. The report generally complies with the 2009 King County Surface Water Design Manual. Based on the City's now control map, this site falls within the Flow Control Duration Standard, Existing Conditions. The proposed 3 lot subdivision, zoned R-8, is subject to full drainage in accordance with the 2009 King County Surface Water Manual and City of Renton Amendments to the KCSWM, Chapters 1 and 2. All core and six special requirements have been discussed in the report. The 0.54 acre site is located within the Lake Washington/Cedar River watershed. Based on the City's flow control map, the majority of the site falls within the Peak Flow Rate Control Standard (Existing Site Conditions) and a small portion of the site near the east property line is within the Flow Control Duration Standard (Existing Site Conditions). Refer to Figure 1.1.2.A ~Flowchart for determining the type of drainage review required in the City of Renlon 2009 Surface Water Design Manual Amendment. 3. All work proposed outside of the applicant's property will require a permanent drainage easement to be provided to the City and a temporary construction easement prior to any permits belng issued. 4. Water quality will be required for this project. Appropriate individual lot flow control BMPs will be required to help mitigate the new runoff created by this development. Additional water quality treatment design will be required during final construction permitting. 5. A geotechnical report, dated June 3, 2014 was submitted by GeoResources, LLC. The report identifies the soils as Alderwood gravelly sandy loam and Indiana loamy fine sand. These soils support infiltration but they don't support pervious asphalt pavement. 6. Surface water system d :>rior to issuance of the construction permit. 7. Pervious pavement is not~ EXHIBIT 9 Page 1 of 4 Planning Review Technical Services 8. A revised TIR will be r I with the civil plan at construction permit submittals. TRANSPORTATION/STREET 1. The current transportation impact fee rate is $1,430.72 per new single family home. The transportation impact fee that is current at the time of building pennit application will be levied. Payment of the transportation impact fee is due at the time of issuance of the building permit. Credit will be given to the two existing homes to be demolished. 2.Access to the site is provided by making improvement to the split road, that extended north from N 34th Street. The limited access public street requires 27 feet of right-of-way dedication and 20 feet of pavement, extended 80 feet beyond the southwest property line. Access to the rear lots is through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary, a distance of 144 feet from the public right-of-way. Fire emergency access and tum around is achieved through the construction of these two roads. 3. Paving and trench restoration will comply with the City's Trench Restoration and Overlay Requirements. 4. All utilities serving the site are required to be underground. 5. Applicant is dedicating about 2358 SF to ROW. GENERAL COMMENTS 1. Separate pennits and fees for storm connections will be required. 2. All construction utility permits for drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. A licensed Civil Engineer shall prepare the civil plans. 3. Rockeries or retaining walls greater than 4 feet in height will be require a separate building permit. Structural calculations and plans shall be submitted for review by a licensed engineer. Special Inspection is required. 4. A tree removal and tree retention/protection plan and a separate landscape plan shall be included with the civil plan submittal. Clark Close Ph: 425-430-7289 email: cclose@rentonwa.gov Recommendations: 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. 2. Commercial, multi-family, new single-family and other nonresidential construction activities shall be restricted to the hours between 7 am and 8 pm, Monday through Friday. Work on Saturdays shall be restricted to the hours between 9 am and 8 pm. No work shall be pennitted on Sundays. 3. Within 30 days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within 90 days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the pennit. 4. The applicanl may not fill, excavate, stack, or store any equipment, dispose of any materials, supplies, or fluids, operate any equipment, install impervious surfaces, or compact the earth in any way within the area defined by the drip line of any tree to be retained. 5. The applicant shall erect and maintain 6-fool high chain link, temporary construction fencing around the drip lines of all trees to be retained, or along the perimeter of a stand of retained trees. Placards shalt be placed on fencing every 50 feet with the words, "NO TRESPASSING -Protected Trees" or on each side of the fencing, if less than 50 feet. Site access to individually protected trees or groups of trees shall be fenced and signed. Individual trees shall be fenced on 4 sides. In addition, the applicant shall provide supervision whenever equipment or trucks are moving near trees. Bob MacOnie Ph: 425-430-7369 email: bmaconie@rentonwa.gov Technical Services Comments Created On: 07/28/2014 Short Plat: Bob Mac Onie 07/28/2014 July 29, 2014 Note the City of Renton land use action number and land record number, LUA14-000859 and LND-20-0605, respectively, on the final short plat submittal. The type size used for the land record number should be smaller than that used for the land use action number. The dedication of right of way for short subdivisions requires a separate Deed of Dedication; provide a space to the recording number of same on the short plat. The Deed of Dedication document includes both a legal description exhibit and a map exhibit of the dedicated parcel. The legal description exhibit should be prepared, stamped, dated and signed by the applicant's surveyor. The surveyor should also prepare the map exhibit. The dedication process requires an updated Plat Certificate dated within 45 days of approval of said dedication. Talk to the Project Manager if there are questions or further infonnation is needed. Show two ties to the City of Renton Survey Control Network. The geometry will be checked by the city when the ties have been provided. Provide short plat and lot closure calculations. Note what was found when visiting the existing monuments. Indicate what has been, or is to be, set at the comers of the proposed lots. Page 2 of .f Reviewe.-Comments Note discrepancies bell earings and distances of record and those measured or 1ted, if any. The city will provide addresses for the proposed lots as soon as possible. Note said addresses on the final short plat drawing. Do note encroachments, if any. Do include a "LEGEND" block for the short plat drawing, detailing any symbols used thereon. The PARENT LOT through RIGHT OF WAY & EASEMENTS blocks on Sheet 1 of 2 is required submittal information but is not required on the subdivision document. Note all easements, covenants and agreements of record on the drawing. Note any relevant researched resources on the short plat submittal. Note the plat name and lot and tract numbers of the adjoining properties or note as "Unplatted.". The City of Renton Administrator, Public Works Department, is the only city official who signs the final short plat. Provide an appropriate approval block and signature line. Pertinent King County approval blocks also need to be noted on the drawing. All vested owner(s) of the subject final short plat need to sign the final short plat drawing. Include notary blocks as needed. Include a declaration block on the drawing, titled "OWNERS' DECLARATION" not ~CERTIFICATION" or other. As noted above DEDICATION is not appropriate. Note that if there are easements, restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the final short plat. The final short plat drawing and the associated document(s) are to be given to the Project Manager as a package. The recording number(s) for the associated document(s) are to be referenced on the final short plat drawing. Provide spaces for the rec.orc:ling numbers thereof. The new easements for ingress, egress, utilities, etc. shown for the benefit of future owners of the proposed lots each need a note defining the rights associated with the easement at issue. Since these new "proposed" easements shown aren't "granted and conveyed" until the benefited and/or burdened lots are conveyed to others add the following language on the face of the short plat drawing: DECLARATION OF COVENANT: The owners of the land embraced within this short plat. in return for the benefit to accrue from this subdivision. by signing hereon covenant and agree to convey the beneficial interest in lhe new private easements shown on this short plat to any and all fulure purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. The preceding statement obligates the seller of the lots created to ~expressly grant and convey" the lots ~together with and/or subject to" any new private easements delineated on the short plat in the conveying document. The private ingress, egress and utility easement requires a "New Private Easement for Ingress, Egress and Utilities Maintenance Agreement" statement. Leslie Betlach Ph: 425-430-6619 email: LBetlach@rentonwa.gov Community Services Review Created On: 07/28/2014 A. Environmental Impacts Comments: Parks Impact Fees per Ordinance 5670 applies. B. Policy-Related Comments: There are no impacts to Parks. C. Code-Related Comments: There are no impacts to Parks. Technical Services Created On: 07/2812014 Fire Review -Building July 29, 2014 Addresses haven't been assigned. Corey Thomas Ph: 425---430-7024 email: cthomas@rentonwa.gov Recommendations: Environmental Impact Comments: 1. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit. Credit will be granted for the removal of one existing home. 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 (inducting 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-feel of the proposed buildings and two hydrants if the fire flow goes up to 1,500 gpm. Existing fire hydrants can be counted toward the requirements as long as they meet current code including 5-inch storz fittings, which they do. A minimum of one new hydrant is required as the existin·g hydrant is not within 300-feet of the furthest proposed home. The existing 8-inch water main can only support one fire hydrant. tf homes over 3,600 square feet are proposed, an approved fire sprinkler system would be required. 2. Fire department apparatus access roadways are required to be a minimum of 20-feet wide fully paved, with 25-feet inside Page3of4 Police Review July 29, 2014 and 45-feet outside turni ,., -dius. Fire access roadways shall be constructed to supp loading. An approved tl md is required for all street that exceed 150-feet. Prop( 0-ton vehicle with 322-psi point !ad end street is approximately 430 -feet long, measured from .,,e beginning of the dead end access street. Dead end streets that exceed 300-feel require a 90-foot cu!-de-sac. A variance was granted to only provide a hammerhead turnaround, with the requirement that all new homes be provided with an approved automatic fire sprinkler system. Cyndie Parks Ph: 425-430-7521 email: cparks@rentonwa.gov Recommendations: Minimal impact on police services. Page 4 of 4 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT -----::==------• CITYOF A --------Renton v 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" diameter1, or alder or cottonwood trees at least 8" in diameter on project site 24 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: 3. Subtract line 2 from line 1: 0 2 2 0 4 20 4. Next, to determine the number of trees that must be retained4 , multiply line 3 by: 5. 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing5 to retain 4: 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 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 trees 6 : (If remainder is .5 or greater, round up to the next whole number) 1 Measured at 4.5' above grade. 6 ------- 6 ------- 0 ------- trees trees trees trees trees trees trees trees trees trees 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\cdose\Desktop\Tree Retention Worksheet.docx Rev: 08/2015 ! l l ~ Hi 11 I ; i "' ~ i i :iiiii t f l I ~ ~ "'' L ! c 11 i ! q ! a 0 i ! !IO • 5 ,i' Ii • i C I' . . I 11 ' . ~ ! ~ :d $ ~ < !!liH ~ z i ~ • , I I · ! C ! w ~ ' ~ ffi ~ ! ! > ' • ·r··1,· • o• ~ ~i~ 08 • ~ 5 5 i i 1 ij!i'f ~ r :i : ~ ~ I ,.,.qi, § ~b~~~.: ~~j~~«f!ii "' ~ ~ ! ~ 0.. ";i: (o)G@(• 0@ 0 li.li·SS·ddd l\fld lt!OHS 3nA 31VGANN3>t ! I l 1 I ' ! i ' ' I • i! ' ! ' I ' ' ! ' l ; ' ! ! ~ ' ' I ll ' i 0 ! ! z I • i I p ~ i ' ' ' 0 ' i ' d c I ! 6 1§ • ' i i • l • " I • l • • I ! ! i ~ ! ~ ! ,! ;:; )' - i I , , l ~ ,; Iii !ii' • !l • I ~ ~ ~ 0 ' l • ' ! z , ' I , I • !' w ll '-1· < ,! H IL, i .. .. ~ ~ i; ~ ~ ~ ~ c• ~11 ~~ l, :!1h1~~~~ ~~ jj I' p I H ' ! 0 -"" . • ~ V ~ -, ~~--~/ L~ ~, 5! : , L : ,1 i. i • i. I .b !,!.! I! I I I .llli-SS-ddd TED-40-3839 ~D•!.4WE,n..,. .._,.,"4210-l,,., -· C ------_____ ... ..,_ -----------.. ·---~--·----------- -, .. ,. '"'"i'·• ! ' ' I ' ' • • : , t r: · : ll ' .. i• ,, li l, I ,l ii1! ! li l ! 1J dlil I 11,, !'l I i l111i'1·i ii !! 11 I : ir1:1:1 11 l!:1111 , I 11 ::i 11111 11111 · ii! U·1 : di !·1,l!! hi !l h!l ;, hit ,1 1i111, 'I ! , i' ,,, 'l''I ! h, . •" 'i i ' • ', !•'• 111 '! i•, ·1 . 1!1 1111 1!1 1!1111 I ! . 11 d! i !I, :1 !ii 1111!.1, i.1 l,!1 I . 111 i!ilij 11! h 1i!11 1,111,, "II T;f ,, '! i .,. ''!t' !• ' I , ' I l •·1'11 'ii!' •'· I · ·i1!111 111 1 Mi.11111 11 11 1 h1, 1111: 1.111d mrn m i1 11111111111M!1111 ,1 i111!di !I ;"!, .! ! ii 2i iii! ffl11!! ii 1111 --. . 1Yld .ll:IOHS 3nA 31VOANN3>1 , ..... "mro.• ; ---·---···~·---\ \ Denis Law Mayor July 30, 2014 WA Developers 4L, LLC Attn: Mr. Landon Seyler 31811 Pacific Hwy S, #298 Federal Way, WA 98003 r '"esitf: l' r r y t l __.. ~· ~ t wwwJ Community & Economic Development Department C.E. "Chi p"Vi ncent, Administrator RE: Street Modification Request -Proposed Kennydale Vue Point, File No. LUA14- 000859, MOD, SHPL-A Dear Mr. Seyler, We have reviewed your street modification request against the normal code required for street improvements associated with a proposed 3 lot short plat located at 1316 N. 34th Street (APN 334210-3165). 1316 N. 34th Street is generally located east of Park Avenue North and north of N. 34th Street within residential zoning. The proposed short plat would normally need to meet the City's complete street standards including 0.5 feet wide curb, 8 feet wide planter strip and 5 feet wide sidewalk for residential streets. In order to build this street section, approximately 27 feet of land for public right-of-way use would be needed to accommodate the widening. The modification request (RMC 4-9-250D and Ordinance 5137, 4-25-2005) is to waive the requirement from complete streets half street frontage improvements due to limited access roadway, existing steep slope at the western side of the N. 34th Street centerline and would restrict available access to properties west of N.341h Street if curb, gutter and sidewalk were to be fully built. The. modification request is based on serious difficulties with constructing a roadway to safe and economical engineering standards to existing abutting private properties with grade issues. The City also does not intend to improve north of N.341h Street in the future due to steep slope and other physical issues. Based upon these documented engineering constraints, the requested modification is granted, subject to conditions. The proposed centerline wall must provide a guardrail along the length of the rockery wall and insert an accordion/collapsible bumper at the end of the guardrail. The street shall provide a minimum of 20 feet of asphalt pavement Renton City Hall , 1055 South Grady Way , Renton, Washington 98057 , rentonwa.gov The street standards modification does not become official until the short plat is approved, at which point it can be appealed, etc. The modification listed in this letter will be included as part of the CED approval for the short plat application. If you have any further questions regarding street improvements or drainage requirements for this project, please contact Kamran Yazdidoost at 425-430-7382 or kyazdidoost@rentonwa.gov. Sincerely, 0~ Steve Lee, Development Engineering Manager CED/Current Planning Division cc: Jennifer Henning 1 CED Planning Director Kamran Yazdidoost, Plan Reviewer Clark Close, Associate Planner Clark H Close Associate Planner Department of Community & Economic Development 1055 South Grady Way Renton Wa 98057 Ref Kennydale Vue Point Short Plat/LUa14-00859,Mod SHPL-A Mr. Close 7/23/14 JUL 2 5 2014 ,-..-/,1\,·':;r-.:;-;, ,'/,._, I live on the property on the northern boundary of this project at 3504 Park Ave North. · · While I do not oppose the project in general, I am very concerned about how the Rodent problem is to be managed when this house is demolished. Less than 2 years ago this house had a horrible infestation of Rats that was dealt with by the then current owners of the house. My daughter was moving into it as a rental and consequently, I was actively involved in the issue. I have pictures and reports from the extermination company if you wish to see them. The recommendation at that time was to abate the infestation and then have a planned maintenance program to keep the Rat population down going forward. That was not done by the owners and since my daughter left the house and it was sold a year ago, there has been absolutely no efforts to control the Rats either externally or within the house itself. (I did that while my daughter was renting the house). The neighbor behind has said he has witnessed rats running on the roof of the house several times. We have tried talking to the Terhune Home people about it several times but have had no success convincing them something needs to be done. My wife even took one of the workers out back to the apple tree where they both saw apples obviously nibbled on by the rat population in that yard. My wife recommended that the apple tree be removed to eliminate a food source ...... but it still is there. I have 7 poison stations in my yard (5 of them close to the boundary) and continue to find them "eaten" so I know there still is a problem. When this house comes down and construction begins, I am convinced that what is a barely manageable problem will become unmanageable due to the rats being forced to move from their traditional grounds. What are your plans to eliminate this population of rats before demolition and construction begins so this population of Rats does not further invade my property before, during and after this project begins?? Please respond with a plan and notice of any and all meeting I need to attend to get this problem corrected. \//c fC(2..-ctclcli1\._ v I c rt0) 'ii~ vf-l Li!,,) l·kLVV v.t C((l elect '10 8b v' ,. Q,(,t1 -1u ·"ylkrV NOTICE OF APPLICATION A Master Application has been filed and accepted with the Department of Community & Economic Development (CEO)-Plannlng Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: July 11, 2014 PROJECT NAME/NUMBER: Kennydale Vue Point Short Plat/ LUA14-000859, MOD, SH PL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 3-lot short plat (APN 334210-3165) totaling 23,422 square feet (0.54 acres} for the future development of 3 single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Residentlal-8 dwelling units per net acre (R·S) zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.6 dwelling units per net acre. Access to proposed lot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Letter were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. PROJECT LOCATION: 1316 N 34th Street PERMITS/REVIEW REQUESTED: Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Landon Beyler / Seyler Consulting/ 7602 Bridgeport Way W., Ste 3D / Lakewood, WA 98499 / 253-301-4157 / landon@beylerconsulting.com Comments on the above applicatlon must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on July 25, 2014. 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) 430-7289. 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: JUNE 27, 2014 NOTICE OF COMPLETE APPLICATION: JULY 11, 2014 CitLvl CoP·1 RECEIVED JUL 2 5 zn: CITY OF RtNl0;.1 Jf 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, CEO, Planning Division, 1055 South Grady Way, Renton, WA 98057. 3342103139 KURTZ JOHN T +CYNTHIA L 3504 Park Ave N Renton, WA 98056 City of Renton Department of Community & Economic De,"upment ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMUNITY SERVICES COMMENTS DUE: JULY 25, 2014 APPLICATION NO: LUA14-000859, MOD, SHPL-A DATE CIRCULATED: JULY 11. 2014 APPLICANT: Alex White, PROJECT MANAGER: Clark H. Close PROJECT TITLE: Kennydale Vue Point Short Plat PROJECT REVIEWER: SITE AREA: 23,429 square feet EXISTING BLDG AREA (gross): LOCATION: 1316 N n 34'h St PROPOSED BLDG AREA (gross) SUMMARY OF PROPOSAL: The applicant is requesting approval of a 3-lot short plat (APN 334210-3165) totaling 23,422 square feet (0.54 acres) for the future development of 3 single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Residential -8 dwelling units per acre (R-8) zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.6 dwelling units per net acre. Access to proposed lot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Letter were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Uaht!Glare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy/ Natural Resources Historic/Cultural Preservation Airport Environment 10,00DFeet 14,000 Feet 8. POLICY-RE LA TED COMMENTS We have reviewed this application with particular attention ta those areas in which we have expertise and have identified areas of probable impact or areas where additional information is ne d to properly assess this proposal. 7-14-d Signature of Director or Authorized Representative Date C. CODE-RELATED COMMENTS ~CU(...Q...f-z-0~~ (z)~k- we have reviewed this application with particular attention ta those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. ~~&~P~ Signature of Director or Authorized Representative Date NOTICE OF APPLICATION A Master Application has been flied and accepted with the Department of Community & Economic Development (CED)-Plannlng Division of the Cty of Renton. The following briefly describes the application and the necessary Public Approvals. DATE OF NOTICE OF APPLICATION: July 11, 2014 PROJECT NAME/NUMBER: Kennydale Vue Point Short Plat/ LUA14-000859, MOD, SHPL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 3-lot short plat (APN 334210-3165) totaling 23,422 square feet {0.54 acres) for the future development of 3 single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Resldential-8 dwelling units per net acre (R-8} zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7.6 dwelling units per net acre. Access to proposed lot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Letter were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. PROJECT LOCATION: 1316 N 34th Street PERMITS/REVIEW REQUESTED: Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Landon Seyler/ Beyler Consulting/ 7602 Bridgeport Way W., Ste 3D / Lakewood, WA 98499 / 253-301-4157 / landon@beylerconsultlng.com Comments on the above application must be submitted in writing to Clark H. Close, Associate Planner, Department of Community & Economic Development, 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on July 25, 2014. 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) 430-7289. 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: JUNE 27, 2014 NOTICE OF COMPLETE APPLICATION: JULY 11, 2014 RE(..:EI\/Fr'} JUL 16 2014 =========::::=======:.:.-------,---''""''··Nr··th'C r·, · -'i:_,i:J\· If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, WA 98057. File Name/ No.; Kennydale Vue Point Short Plat/ LUA14--000859, MOD, SHPL·A NAME: __ ~ __ ,_\t...=-"s:::;'---~-'-------'--\-\_\ ~-~~---,------------c~-----,--,-- MAILING ADDRESS: _'3._Ui~\~'()'--_\7~~~'2¥,.-=-~-~-\l_~N'--City/State/Zip: \4;;,~N 9~()5;:l, TELEPHONE N0.: __ "\,._'2.-S'°""'--·-2.:.:...,:3::..;S'=-.· _,5"'---'~-~.!.....t;;'e..,,_- 3342103177 BATTIN MICHAEL W+LEAH 3410 Park Ave N Renton, WA 98056 Nemet OF COMl'l!l'1: APP'UCAT!ON: CERTIFICATION COUNTY OF KING I certify that I know or have satisfactory evidence that A Dj' \ f ''-\J,, 1 : r \::Sh 12 = 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: -~" \.j \\ I in and for the State of Wis Notary (Print): My appointment expires: On the 11TH day of JULY, 2014, I deposited in the mails of the United States, a sealed envelope containing Notice of Application and Acceptance documents. This information was sent to: Landon Beyler Contact Alex White & Co. Owner WA Developers 4L, LLC Applicant See attached 300' surrounding property owners (Signature of Sender): STATE OF WASHINGTON COUNTY OF KING Dated: <j., l_j i 11 .:Jo/¥ Public in and for the State of Washington Notary (Print): ____ .,_~""0'-\"'\_"'· 1------':P .... rn ... w"-'._.e.::..v_.·;,'-------------- My appointment expires: .'\1.A~'-l--t ,) qr ;;JOI 7 Kennydale Vue Point Short Plat LUA14-000859, MOD, SHPL-A template -affidavit of service by mailing L~ndon Bevier Beyler Consulting 7602 Bridgeport Way W, 3D Lakewood, WA 98499 Alex White Alex White & CO RE Development, Inc. 31811 Pacific Hwy S, 298 Federal Wav. WA 98003 Alex White WA Developers 4L LLC 3312103155 3342103140 ARMITAGE JOSEPH E+TEENIE CH BARRY M CHRISTOPHER+NANCY P 3411 Meadow Ave N 1405 N 36th St Renton, WA 98056 Renton, WA 98056 3342103177 3342103178 BATTIN MICHAEL W+LEAH BILTI GRIGORINA LIDIA+ADRIA 3410 Park Ave N 1302 N 34th St Renton, WA 98056 Renton, WA 98056 3342103169 3342103165 COLOM Bl GARY L DAHLQUIST DANIEL N+NAPUA M 1314 N 34th St 1316 N 34th St Renton, WA 98056 Renton, WA 98056 3342103134 3342103164 DEMOSTHENES THEODORE A JR+K DOLLING DAVID M+JOY SUE 1305 N 36th St 1320 N 34th St Renton, WA 98056 Renton, WA 98056 3342103193 3342103191 DOREMUS DEREK DOREMUS DEREK R 1315 N 34th St 3317 Garden Ct N Renton, WA 98056 Renton, WA 98056 3342103142 3342103163 EDGECOMBE NORENA+MAHLER DAV FRENCH CHRISTOPHER M+KARIN 1419 N 36th St 1326 N 34th St Renton, WA 98056 Renton, WA 98056 3342103167 3342103144 HERO FRANK V lll+CHERYL R HICKS EC 1408 N 34th St 1407 N 36th St Renton, WA 98056 Renton, WA 98056 3342103150 3342103147 JACQUES JIM H JIM JACQUES 3515 Meadow Ave N 1501 N 36th St Renton, WA 98056 Renton, WA 98056 3342103146 3342103136 KINGSOLVER BARBARA KNUTSON GEORGE ALBERT+LAURA 1413 N 36th St 3508 Park Ave N Renton, WA 98056 Renton, WA 98056 3342103180 3342103174 LEE PAUL SUI NIN+NANCY S LENZE ERIC 3406 Park Ave N 1300 N 34th St Renton, WA 98056 Renton, WA 98056 3342103145 BARRY M CHRISTOPHER+PATTERS 1401 N 36th St Renton, WA 98056 3342103157 COLASURDO LAURA+LUKE 1414 N 34th St Renton, WA 98056 3342103176 DANIELSON JON J+MARILYN A 1308 N 34th St Renton, WA 98056 3342103148 DONG THUY+LE TINH 1507 N 36th St Renton, WA 98056 3342103152 DURFEE TERRY R+JANNETTE LB 3509 Meadow Ave N Renton, WA 98056 3342103187 GARCIA ROBERTO JR 1305 N 34th St Renton, WA 98056 3342103138 HUGDAHL DALE E 3510 Park Ave N Renton, WA 98056 3342103192 KETNER MIKE AZIZ+KAREN A 1401 N 34th St Renton, WA 98056 3342103139 KURTZ JOHN T +CYNTHIA L 3504 Park Ave N Renton, WA 98056 3342103161 LEUNG KOON KOWK 1426 N 34th St Renton, WA 98056 • 334,2103151 3342103143 3342103162 LI TONG & ZHENG MINNA LI TONG+ZHENG MINNA LI ZHEN+MINHUA 1433 N 36th St 1425 N 36th St 1402 N 34th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 1831500080 3342103158 3342103160 PONDER THOMAS D PRELLWITZ LEO A RALPH ALEXANDER+JOAN M ZIMB 3319 Meadow Ave N 3413 Meadow Ave N 1420 N 34th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3342103149 3342103135 3342103159 RAMOS PEPE R+CATON DEBORAH REYNOLDS SAM+YOUNGSOOK RYLAND STEPHEN D+JENNIFER L 1429 N 36th St 1311 N 36th St 3407 Meadow Ave N Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3342103141 3342103137 3342103175 SARTORE EUGENE R SCH ELLERT HENRY E SCHOOS GILBERT A 1403 N 36th St 3506 Park Ave N 1304 N 34th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3342103181 3342103188 3342103133 SERNA SCOTT+JANE FLOHRSCHUT SHARMA JUDY STOW ROWLAND+SUSAN 3418 Park Ave N 1311 N 34th St 1309 N 36th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3342103170 3342103179 3342103190 TERHUNE HOMES INC TOMBERG ADAM VAN AVERY JAMES C 3500 Park Ave N 1312 N 34th St 1405 N 34th St Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 3342103132 3342103153 3342103156 VIAN JOHN L+MARCIA E YAZAWICH BETTY J ZARAGOZA JESSE M 1301 N 36th St 3503 Meadow Ave N 3419 Meadow Ave N Renton, WA 98056 Renton, WA 98056 Renton, WA 98056 Denis Law Mayor July 11, 2014 Landon Beyler Beyl er Consulting 7602 Bridgeport Way W., Ste. 3D Lakewood, WA 98499 Community & Economic Development Department C.E. "Chi p"Vi ncent, Administrator Subject: Notice of Complete Application Kennydale Vue Point Short Plat, LUA14-000859, MOD, SHPL-A Dear Mr. Beyler: 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. Prior to that review, you will be notified if any additional information is required .to continue processing your application. Please contact me at (425) 430-7289 if you have any questions. Sincerely, Clark H. Close Associate Planner cc: Alex White & Co/ Owner(s) Renton City Hall • 1055 South Grildy Way • Rento~, Washington 98057 • rentonwa.gov r S / .. · Cit}' of , . .. . .. ·· .. i r {( si..Cl. [ [J.;JJ 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: July 11, 2014 PROJECT NAME/NUMBER: Kennydale Vue Point Short Plat/ LUA14-D00859, MOD, SH PL-A PROJECT DESCRIPTION: The applicant is requesting approval of a 3-lot short plat {APN 334210-3165) totaling 23,422 square feet (0.54 acres) for the future development of 3 single-family houses. The subject property is located at 1316 North 34th Street, which is east of Park Avenue N and north of N 34th Street within the Residential-8 dwelling units per net acre [R-8) zone. The proposed lots range in size from 6,270 square feet to 8,223 square feet. Density would be 7 .6 dwelling units per net acre. Access to proposed tot 1 would be via a right-of-way dedication of the westerly 27-feet of the subject property followed by road improvements along the limited access right-of-way/access easement extended to the end of the north property line. Access to lots 2 and 3 would be through a 23-foot wide easement and 20-foot wide paved shared-use driveway along the southern boundary of the site from the limited access road. No critical areas are located on the proposed project site which slopes downward from north to the southwest and southeast. Five trees are proposed to be retained. The existing house would be removed to accommodate the proposed project. A Geotechnical Report and Geotechnical Supplemental Letter were conducted by GeoResources, LLC in June 2014, indicating that infiltration of stormwater is feasible at the site. PROJECT LOCATION: 1316 N 34th Street PERMITS/REVIEW REQUESTED: Short Plat Review APPLICANT/PROJECT CONTACT PERSON: Landon Beyler / Beyler Consulting/ 7602 Bridgeport Way W., Ste 3D / Lakewood, WA 98499 / 253-301-4157 / landon@beylerconsulting.com Comments on the above application must be submitted In writing to Clark H. Close, Associate Planner, Department of Community & Economic Development1 1055 South Grady Way, Renton, WA 98057, by 5:00 p.m. on July 25, 2014. 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) 430-7289. 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: JUNE 27, 2014 NOTICE OF COMPLETE APPLICATION: JULY 11, 2014 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.: Kennydale Vue Point Short Plat/ LUA14-000859, MOD, SHPL-A NAME:---------------------------------- MAILJNG ADDRESS: ________________ City/State/Zip:----------- TELEPHONE NO.: ______________ _ Denis Law Mayor July 11, 2014 Nancy Rawls Department of Transportation Renton School District 420 Park Avenue N Renton, WA 98055 Community & Economic Development Department C.E."Chip"Vincent, Administrator Subject: Kennydale Vue Point Short Plat LUA14-000859, MOD, SHPL·A The City of Renton's Department of Community and Economic Development (CED) has received an application for a Short Plat located at 1316 N 34'" Street. Please see the enclosed Notice of Application for further details. In order to process this application, CED needs to know which Renton schools would be attended by children living in residences at the location indicated above. Please fill in the appropriate schools on the list below and return this letter to my attention, City of Renton, CED, Planning Division, 1055 South Grady Way, Renton, Washington 98057 or fax to (425) 430-7300, by July 25, 2014. Elementary School: ___________________________ _ Middle School:---------------------------- High School: ------------------------------ Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes No __ _ Any Comments: _____________________________ _ Thank you for providing this important information. If you have any questions regarding this project, please contact me at (425) 430-7289. Sincerely, d~ {-L a,.,,,,___- Clark H. Close Associate Planner Enclosure Renton City Hall , 1055 South Grady Way , Renton,Washington 98057 , rentonwa.gov City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT INFORMATION NAME: Alex White & CO RE Development Inc PROJECT OR DEVELOPMENT NAME: Kennydale Vue Point Short Plat ADDRESS: 31811 Pacific Highway S # 298 PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: 1316 N 34th Street Renton, WA 98056 CITY: Federal Way WA ZIP: 98003 TELEPHONE NUMBER: 206 949 9850 KING COUNTY ASSESSOR"S ACCOUNT NUMBER(S): 334210-3165 APPLICANT (if other than owner) NAME: WA Developers 4L LLC EXISTING LAND USE(S): Single Family COMPANY (if applicable): WA Developers 4L LLC PROPOSED LAND USE(S) Single Family EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: 31811 Pacific Highway S # 298 Single Family PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION CITY:Federal Way WA ZIP: 98003 (if applicable) Single Family EXISTING ZONING: TELEPHONE NUMBER: 206 9 4 9 9850 Residential 8 CONT ACT PERSON PROPOSED ZONING (if applicable): NAME: Landon Seyler SITE AREA (in square feet) 23,429 (surveyed) SQUARE FOOTAGE OF PUBLIC ROADWAYS TO BE COMPANY (if applicable): Seyler Consulting DEDICATED: 2,358 SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS: ADDRESS: 7602 Bridgeport Way W., Ste 30 4,263 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET CITY: Lakewood, WA ZIP: 98499 ACRE ~f applicable) 7.77 TELEPHONE NUMBER AND EMAIL ADDRESS: NUMBER OF PROPOSED LOTS (if applicable) 253.301.4157 3 landon@beylerconsulting.com NUMBER OF NEW DWELLING UNITS (if applicable): 3 'C=-t j ~ /''°">. j" j \ ,r 1'"1 ' . \. _.,, i __ . L_ ,...-:' 11.\CFO\Data\Fonns-Templates\Self-l lelp I landouts\Planmng\masterapp.doc -I -03/11 .JUN 2 7 ; :J " PROJECTINFORMAT~IO~Nc:....!..:(c~o~n=ti=n=ue~d=ll~~~~~~~~ NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: 1 SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): Approximately 6,000 total 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): 0 D AQUIFIER PROTECTION AREA ONE SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL D AQUIFIER PROTECTION AREA TWO BUILDINGS (if applicable) 0 D FLOOD HAZARD AREA sq. ft. SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): 0 D GEOLOGIC HAZARD sq. ft. NET FLOOR AREA ON NON-RESIDENTIAL BUILDINGS (if D HABITAT CONSERVATION sq. ft. applicable): 0 D SHORELINE STREAMS & LAKES sq. ft. NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT (if applicable): 0 D WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach leaal descriotion on separate sheet with the followina information included) SITUATE IN THE SW QUARTER OF SECTION __B_, TOWNSHIP24 N., RANGE 05 E., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON AFFIDAVIT OF OWNERSHIP I, (Print Name/s) Alex White -President of AW&CO RE Dev. Inc , declare under penalty of perjury under the laws of the State of Washington that Jam (please check one) __ the current owner of the property involved in this application or 4 the authorized repr~tative to a.ct for a ~orporatio~ (plea~e attach proof of authorization} and that the foregoing statements and answers herein condineitand the mformat1on herewith are 1n all respects true and correct to the best of my knowledge and belief. wner/Representatlve ~ Date Signature of Owner/Representative STATE OF WASHINGTON ) ) ss COUNTY OF KING ) I certify that r know or have satisfactory evidence that ~ \AJ~ 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 Notary Public in and for the State of Washington Notary Public State Of Washington Notary (Print) ~$1\ fl-F\\*S Date KRISTI GAINES Commission Expires 03-19-2,gJ ~ k:ointment expires _b_-_\ ~~---~_q __________ _ H:\CED\Data\Fonns-Templates\Self'..Help Handouts\Planning\masterapp.doc -2 -03/11 Legal Description HILLMANS LK WN GARDEN OF EDEN # 1 E 232 FT OF N 102. 75 FT LESS W 15 FT OF S 2 7. 75 FT LESS POR FOR RD R/W CONV TO CIT OF RENTON UNDER REC N020031217002154, IN KING COUNTY, WASHINGTON. .:::-Employment Security Department ;_-WASHINGTON STATE UT Tax and Wage Administration• P.O. 13ox 9046 •Olympia, WA 98507-9046 Power of Attorney for Unemployment Insurance This authorization allows the Employment Security Department lo send or share confidential information regarding your business' unemployment-insurance account with your designated representative. The information contained should be complete and verifiable with the department's records. Section I -EMPLOYER INFORMATION: Business Name: Ji./Pt. {;Jh,./e j, f'o /?Pct/ r![;,k/e Mailing Address Line 1: j)C'VPl:Jfmf?,; C. S# . , Mailino Address Line 2· ,j.?0/3 Po~; .J:,C: ii WI/ L/ol.l! ~ . City: {)e< /llo,Ale~ State: I,<)/) Business Phone Number: J.I;, 3 -8 50 -Od-00 Business Fax Number: Section 2 . BUSINESS OWNER/OFFICER: First Name: /i (p, tJ-,.1,,/e Social Security Number: t-f&'-{ -'-{ 7 ~,s-z.h Title: ,P,e",,.Jv,.f- Contact Phone: .:).S3 8:50 ·· iJ)..lliJ Section 3 ·TAX· DESIGNATED REPRESENTATIVE: Representative Organization Name: Paychex, Inc. Mailing Address Line 1: 1175 John Street Mailing Address Line 2: City: West Henrietta Stale: NY Contact Name: Laurie Maffet Contact Phone Number: 585 336-7600 Contact Fax Number: Conlacl E-mail Address: ES Reference Number: L/67838-003 Zip Code: 9 E/9$ .l/. 6 -D9"'7.2i/ '7 Federal ID Number· ;:, UBI Number: 60 ·5 d-3 7 L/ 6 D Last Name: /.Ji,/./e Dale of Birth: ,~a;;,/1,;,1;, :3 Residential Phone:6 DJ 8-'>C 02.zJiJ E-mail Address: '-f:"<7..MjQS.1 bOe.Jw Representative FETN(f"IN: 16-11 c4 I 66 Zip Code: 14586 Contact Person's Title: Attorney In Fact Section 4 · TAX CON}'IDENTlAL INFORMATION AUTHORIZATIONS: Select all or select from options. 0 Unemployment-insurance tax reports and amendments 0 Tax payments and billing statements D Electronic access to information as available D Audit of unemployment-insurance taxes D Enter into ::igreements 0 Represent and make oral or written presentations of fact and/or argument Mailing Tax Documents -We can mail all tax documents (forms, billings and payment notices) tu unly one address. Please mark lhe box slating which address all tax documents should be mailed to. 0 Employer mailing address on record with the department. (Use the Business Change Form to report any change of business address.) D Representative mailing address as provided in section 3 above. . .;. Section 5 -BENEFITS -DESIGNATED REPRESENTATIVE: D Same as above. Representalive Name: Representative FElN(f!N: Mailing Address Line 1: Mailing Address Line 2: City: Stale: Zip Code: Contact Name: Contact Person's Title: Contact Phone Number: Contact Fax Number: Contact E-mail Address: Section 6 -BENEFITS CONFIDENTIAL INFORMATION AUTHORIZATIONS: Select all or select from options D Benefit charges D Benefit claims D Electronic access to information as available D Enter into agreements D Represent and make oral or written presentations of fact and/or argument Mailing Benefit Charge Statements -We can send benefit charge statements to an alternate mailing address. Please mark the box slating which address all benefit documents should be mailed 10. D Employer mailing address on record with the department. (Use the Business Change form lo report any change of business address.) D Representative mailing address as provided in Section 3 above. D Representative mailing address as provided in Section 5 above. EFFECTIVE DATES: If no end date is provided. the above designated representative and authorizations will remain in effect until revoked in writing. Beginning authorization date: I, the undersigned, declare u authorized to represent this by me and that the matters a Ending authorization date: er the penalties of perjury that I am the business owner or officer duly unt and further declare that the information submitted has been examined tatements set forth are true, correct and complete. NAME OF SIGNEE:_~//'--'/--=e~!-_· __ U.-_1_/u_.k_'-' _______ ~ TITLE: tr:..eb fill out this form, print, sign and return to us. Mail: Employment Security Department, Attn: Status Unit, PO Box 9046, Olympia, WA 98507-9046; fax: 360-902-9264. APPLICATION FOR CITY OF RENTON RIGHT OF WAY USE -DEFERRALS -WAIVERS -VARIANCES -FEE IN LIEU I 055 South Grady Way, Renton, WA 98057 PROJECT NAME: Kennydale Vue Point Short Plat SITE ADDRESS: 1316 N 34th Street, Renton WA 98056 LEGAL DESCRIPTION OF PROPERTY: _,S::.:e::.:ec.:a'.C't'."'ta ... c.._h._--e_..d _______________ _ Include King County Assessors Parcel No: -'3'-'3'-4'-'2'-1'-'0'---=3-'1-=6-=5 _________________ _ APPLICANT: WA Developers 4L LLC PHONE: 206 949 9850 CELL: 206 949 9850 BUSINESS ADDRESS: 35320 28th Ave, Federal Way, WA 98003 Zip Code ATTACH A SEPARATE LETTER WITH THIS APPLICATION STATING IN DETAIL: The request which includes: 1. Applicable City Code and Sub-ordinance 2. Items and quantities involved 3. Justification for request 4. Amount of time requested 5. Provide vicinity map (8-1/2 by 11 inch sheet) Attach a drawing of your site (on 8.Sxll inch paper). Mail or drop off the completed application and map to: CITY OF RENTON Development Services Division Jan lllian, Coordinator I 055 -S. Grady Way 6'" Floor Renton, WA 98057 425-430-7216 Completed applications will be re ewed and a wrillen determination issued approximately 3-4 weeks from date of receipt of application. You will be ont.i\,ted if application is incomplete or if additional information is required. OFFICE USE ONLY OFFICE USE ONLY OFFICE USE ONLY OFFICE USE ONLY DEFERRAL ( ) New ( ) Extension Offsite _____________ _ Onsite _____________ _ EXCESS R/W ( ) FEE IN LIEU ( ) WAIVER ( ) 1-l:\File SyslBPW -Board of Public Works\APPLICA TTQN,HPW.doc VARIAN CE ( ) New ( ) Extension ( ) Underground ( ) Slope Grades ( ) Driveway ( ) Noise .1\JN 2 'I /\11 4 l(J~·-J '''. ,t .. _t-' 'i\l1i,·,()"-l Legal Description HILLMANS LK WN GARDEN OF EDEN #1 E 232 FT OF N 102.75 FT LESS W 15 FT OF S 2 7. 75 FT LESS POR FOR RD R/W CONV TO CIT OF RENTON UNDER REC N020031217002154, IN KING COUNTY, WASHINGTON. iB: SEYLER .' ,: j KENNYDALE VUE POINT SHORT PLAT Waiver of Standard Frontage Improvements June 19, 2014 City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 RE: Kennydale Vue Point Short Plat -Waive, Project Name: Parcel #: Site Address: Re:quest Kennydale Vue Point Short Plat 334210-3165 1316 N. 34th Street The existing public street fronting the site is a split road, made up of public right of way to the east, and an access easement to the west. City staff has requested in a memorandum dated February 20, 2014, an "additional 7 feet of paved width, to provide a 20 feet paved width in the split roadway fronting the site is [to be] proposed. The additional 7 feet paved width is to be provided as dedicated right of way instead of easement." The project proposes to dedicate 27 feet of land for public right of way use to accommodate the widening of said pavement. The applicant wishes to request a waiver from standard frontage improvements within the existing and dedicated right of way fronting the subject property. The required improvements are listed in the said memorandum provided by the city staff. These improvements consist of the installation of " ... 0.5 feet wide curb, 8 feet wide planter, and 5 feet wide sidewalk for residential streets." Applicublc City Code Renton Municipal Code: 4-6-060-C and 4-6-060-F2 for Residential Access. Waiver Procedures Code: 4-9-250-C ;-_·u,-.,:,.· - phone: 253-301-4157 fax: 253-336-3950 beylerconsulting .com 7602 Bridgeport Way W Lakewood, WA 98499 Plan. ,_1,,,s,gr,. Manage : [.;: i.-,' - nr~n,s and Quantiti(.:.:s Involved The length of frontage improvement would be approximately 150 feet. Should this waiver be granted, improvements would include a 20-foot wide roadway (3,000 sf +/-), together with a 1-6 foot high retaining wall, and a roadside guard rail. Items requested to be waived would include an 8-foot planting strip behind a proposed 0.5 foot curb, and 5-foot sidewalk (1,500 sf +/-) on each side of the proposed improved roadway. Justific.vtion for Reqt1cst The large contrast between existing and what is required will create more of a nuisance for the adjacent property owner to the immediate south. The frontage improvements will encroach into the southerly property, restricting available access. Moreover, there are no similar improvements in the vicinity, thus the required improvements would create aesthetically and functionally poor connectivity to the existing roadway improvements. If curb, gutter, sidewalk, and planter strip were installed adjacent to the new road way, these would need to be removed at a later date by the city as the improvements would not be correctly built off of the right of way center. Attachments: 1) Vicinity Map 2) Site Plan depicting frontage improvements Sincerely, Beylf~r Consultinq Landon Beyler, P.E. landon@beylerconsulting.com 253-301-4157 Kennydale Vue Point Short Plat June 19, 2014 Page 2 of 4 iB: BEYLER Kennyda!e Vue Point Short Plat June 19, 2014 Page 3 of 4 N 38TH ST N 35TH ST N J·ITH ST N 33RD PL N JJIW sr N }2ND 51 N 3151 5T N 30TH ST N 29TH ST N 27TH ST . N 2/"lrH ST n VICINITY MAP N.T.S ·'VF.11srsr iB: SEYLER PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: REQUIREMENTS: BY: BY: Plat Name Reservation 4 Preapplication Meeting Summary, Public Works Approval Letter 2 Rehabilitation Plan , Screening Detail , Shoreline Tracking Worksheet, Site Plan , AND 4 Stream or Lake Study, Standard, ' ;, Stream or Lake Study, Supplemental, I ' I Stream or Lake Mitigation Plan , (.' / Street Profiles 2 Title Report or Plat Certificate , Topography Map, Traffic Study 2 Tree Cutting/Land Clearing Plan , Urban Design Regulations Analysis, Utilities Plan, Generalized 2 Wetlands Mitigation Plan, Final , '. / -~ Wetlands Mitigation Plan, Preliminary , ' Wetlands Report/Delineation , J / Wireless: Applicant Agreement Statement 2 A,o, Inventory of Existing Sites 2 A,o, Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 o,J 3 Map of View Area 2 A.\'D 3 Photosimulations 2 ·"", This requirement may be waived by: 1. Property Services PROJECT NAME: '~ ~ , ~ ' ,\ \ L ---~-------'--'--'~~--2. Public Works Plan Review 3. Building 4. Planni~g DATE :2-,; 1 •. c / ·; ----'--""'~-+"=-'-'---'------ H : ·,cE :J\Oa la \F O"r."'15· T e'Tl;, lates '$ elf ·Help Ha ido;.i:s \P ;anr.i:-,g\waive~olsubmi-::al recs ' PLANNING DIVISION WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS LAND USE PERMIT SUBMITTAL WAIVED MODIFIED COMMENTS: BY: REQUIREMENTS: BY: Calcclations, ' Colored Maps for Display, Construction Mitigation Description 2 fa.~J 4 Deed cf Right-of-Way Dedication Density Worksheet, Drainage Control Plan 2 Drainage Report 2 Elevations, Architectural 3 Aso, Environmental Checklist 4 Existing Covenants (Recorded Copy), Existing Easements (Recorded Copy), Flood Hazard Data, ' Floor Plans "'04 Geotechnical Report 2 Aso, Grading Plan, Conceptual 2 Grading Plan, Detailed 2 Habitat Data Report 4 ,. - Improvement Deferral 2 Irrigation Plan, King County Assessor's Map Indicating Site, Landscape Plan, Conceptual, Landscape Plan, Detailed, Legal Description, Map of Existing Srte Conditions, Master Application Form, Monument Cards (one per monument) 1 Neighbochood Detail Map, Parking, Lot Coverage & Landscaping Analysis, Plan Reductions (PMTs), Post Office Approval 2 This requirement may be waived by: 1. Property Services PROJECT NAME: ~ , ' .. \ '. . .__{ ' 2. Public Works Plan Review - 3. Building ' DATE: -~ ,:::_ ,,_, i ...... -{ i'l 4. Planning H:\CEQ\Da:a°!Forrr:s•Te~p:a:es',Setf.He:p Handouts\?lanri.ing\wa:ve'ofs;;br1t:a1reqs I ·-c~ 051:JS PREAPPLICATION MEETING FOR 1316 N 34th ST SHORT PLAT PRE 14-000151 CITY OF RENTON Department of Community & Economic Development Planning Division February 20, 2014 Contact Information: Planner: Roca le Timmons, 425.430.7219 Public Works Plan Reviewer: Rohini Nair, 425.430. 7298 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). RECE!\/ED JUN 2 7 20!i! CITY OF RENTON FIRE & EMERGENCY SERVICES DEPA_R_T_M~E_N_T ___ _._.-I I_ ~/J Jr~ rl r MEMORANDUM DATE: February 20, 2014 TO: FROM: Rocale Timmons, Senior Planner Corey Thomas, Plans Review Inspector 1316 N 34'" St SUBJECT: 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 fire hydrants can be counted toward the requirements as long as they meet current code including 5-inch storz fittings, which they do. A minimum of one new hydrant is required as the existing hydrant is not within 300-feet of the furthest proposed home. The existing 8-inch water main can only support one fire hydrant. If homes over 3,600 square feet are proposed, an approved fire sprinkler system would be required. 2. The fire impact fees are applicable at the rate of $479.28 per single family unit. This fee is paid at time of building permit. Credit will be granted for the removal of one existing home. 3. 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 322-psi point loading. An approved turnaround is required for all street that exceed 150-feet. Proposed dead end street is approximately 430-feet long, measured from the beginning of the dead end access street. Dead end streets that exceed 300-feet require a 90-foot cul-de-sac. A variance was granted to only provide a hammerhead turnaround, with the requirement that all new homes be provided with an approved automatic fire sprinkler system. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT MEMORANDUM DATE: February 20, 2014 TO: Rocale Timmons, Planner FROM: Rohini Nair, Civil Engineer SUBJECT: 1316 North 34th Street Short Plat PRE14-000151 NOTE: The applicant is cautioned that information contained in this summary is preliminary and non· binding and may be 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. WATER 1. The proposed development is within the City's water service area and in the Kennydale 320-hydraulic zone. There is an existing 8-inch water main (see City water project plan no. W-3136) within the existing public street fronting the site. The 8-inch water main can deliver a maximum flow rate of 1,250 gallons per minute. The static water pressure is about 45 psi at ground elevation 210 feet. There is an existing 3/4-inch water meter serving the existing residence (#1316 N 34" St) on the subject property. 2. Additional water main improvements (see attached conceptual layout) will be required to provide for water service to the new lots to include but not be limited to: a. Extension of 8 inch water main from the existing 8 inch water main (from below the existing mounded knoll) on the public street, till the new hydrant that will be located on the proposed access and new 4-inch water main in the proposed private access road from east of the new hydrant to Lot 3 (see the conceptual layout). b. Installation of a fire hydrant connecting to the new 8-inch line and the hydrant will be within 300 feet of each lot. c. Installation of a 1-inch domestic water service and meter to each lot connecting to the above new 4-inch water main. 1316 N 34th Str'<'"et Short Plat PRE 14-vv0151 Page 2 of 3 Feb~uarv 20 2014 3. The installation of a residential fire sprinkler system as required by per fire department. 4. Subject to payment of applicable water system development charges (SDC) and water meter installation fees for the 2 new lots. The 2014 SDC fee for water service is $2,809.00 and a water meter installation fee of $3,310.00 for each 1-inch meter. These fees, as well as any related permit fees, are collected at the time a construction permit is issued. The meters will be installed by the City. 5. Civil plans for the water main improvements will be required and must be prepared by a registered professional engineer in the State of Washington. SANITARY SEWER 1. Sewer service shall be provided by the City of Renton. 2. Extension of 8 inch diameter sewer main through the private access to the east property line. 3. Each lot can be served by individual side sewers from the proposed sewer main extension. 4. The development is subject to a wastewater system development charge (SD() fee. SDC fee for sewer is based on the size of the new domestic water to serve the new home on each lot. The current sewer fee for a %-inch or 1-inch meter install is $2,033.00. SURFACE WATER 1. A drainage report complying with the City adopted 2009 King County Surface Water Manual and City Amendments will be required. Based on the City's flow control map, the majority of the site falls within the Peak Flow Rate Control Standard (Existing Site Conditions) and a small portion of the site near the east property line is within the Flow Control Duration Standard (Existing Site Conditions). Refer to Figure 1.1.2.A-Flow chart for determining the type of drainage review required in the City of Renton 2009 Surface Water Design Manual Amendment. Stormwater BMPs applicable to the individual lots must be provided. The drainage report must account for all the improvements provided by the project. Stormwater improvements based on the drainage report study will be required to be provided by the developer. ,_ 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. The geotech report must include information stating whether the soil is suitable/not suitable for infiltration. 3. Surface water system development fee is $1,228.00 for each new lot. Credit will be given to the existing home. 4. A Construction Stormwater Permit from Department of Ecology is required if clearing and grading of the site exceeds one acre. TRANSPORTATION 1. Payment of the transportation impact fee is applicable on the single family houses at the time of building permit issuance. The current transportation impact fee rate is $1,430.72 per single family house. The transportation impact fee that is current at the time of building permit 1315 N 34th S~reet Short ?lat PRE 1.-~D015~ ;;age 3 of 3 Feb~uary 20, 2014 application will be levied, payable at issuance of building permit. 2. Access to the site from the public street is proposed via a private access of 20 feet paved width. As per RMC 4-6-060, the required easement width of a private road is 26 feet. A turnaround/ cul de sac is to be provided on dead end streets and must meet the requirements of RMC 4-6- 060.H and the fire department requirements. Turning movement for an SU-30 truck must be considered during design. 5. The existing public street fronting the site is a split road. An additional 7 feet of paved width, to provide a 20 feet paved width in the split roadway fronting the site is proposed. The additional 7 feet paved width is to be provided as dedicated right of way instead of easement. The structural stability and safety aspects of the street must be studied by the developer, and provided to the City for review. RMC 4-6-060 requires 0.5 feet wide curb, S feet wide planter, and 5 feet wide sidewalk for residential streets, which will require additional right of way dedication. 6. Street lighting is required from a residential short plat that includes more than 4 lots. 7. Refer to City code 4-4-080 regarding driveway regulations. 8. All utilities serving the site are required to be undergrounded. 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 three (3) copies of the drawings, two (2) copies of the drainage report, the permit application, an itemized cost of construction 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. DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT M E M O R A N D U M DATE: February 20, 2014 TO: Pre-Application File No. 14-000151 FROM: Rocale Timmons, Senior Planner SUBJECT: 1316 N 34th St Short Plat 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 \V~w.rentonwa.gov Project Proposal: The subject property is located north of N 34" St between Park Ave N and Meadow Ave N at 1316 & 1320 N 34'" St. The applicant is proposing a 5-lot subdivision of the 0.936 acre site, which is located within the R-8 zoning classification. The proposed lots are intended for the eventual development of detached single-family homes. Access to proposed Lots 1 -4 would be gained from a 24-foot wide access easement extended from an existing substandard public road. Proposed Lot 5 would take access directly from the existing portion of the public road. The site appears to contain sensitive slopes on the southern portion of the site and is located within Zone 2 of the Aquifer Protection Area. There appear to be no other critical areas located on site. Current Use: The subject site contains two existing parcels and is currently developed with a single family residence on each lot. The existing residence, located at 1316 N 34" St, is proposed to be removed. The existing structure, located at 1320 N 34'' St, would remain on proposed Lot 5 following the recording of the short plat. Zoning/Density Requirements: The subject property is located within the R-8 zoning classification. The density range allowed in the R-8 ,one is a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (du/ac). The area of public and private streets and critical areas would be deducted from the gross site area to determine the "net" site area prior to calculating density. It is unclear haw much area would be required ta be dedicated for right-of-way for the proposed/required access road therefore the net density of site could not be calculated. i:\~immons.\preapps\14--000151 (r-8 Slot short plat, acess).doc 131.f N 34 1 • St Short ?lat,. .4-000i51 Page 2 oft: February 20, 2014 The applicant would be required ta demonstrate compliance with the r,g_t density requirements of the zone at the time of formal application. Development Standards: The project would be subject to RMC 4·2·110A, "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 is 4,500 square feet for parcels greater than 1 acre in size and 5,000 square feet for lots 1 acre or less in size. The total lat area of the subject site is less than 1 acre; therefore a minimum lot size of 5,000 square feet is applicable ta the proposed project. A minimum lot width of 50 feet for interior lots and 60 feet for corner lots, as well as a minimum lot depth of 65 feet, is also required. The proposal appears to comply with the lot standards of the zone. However, the short plat will be required to be redesigned to shift the proposed lot lines of Proposed lots 1 and 2 to the north side of the proposed access road therefore staff is unable ta verify compliance with the minimum lat size, depth, and width standards of the zone. 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 four hundred (400) gross square feet size difference), or 3. A front yard setback variation of at least five feet (5') minimum for at least every four (4) abutting street fronting lots. If variation is not provided in the lot design at the time of short plat application the applicant would be required to comply with option three at the time of building permits. Building Standards -R-8 zone allows a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater and a maximum impeNious surface of 75%. Building height is restricted to 30 feet from existing grade. Detached accessory structures must remain below a height of 15 feet. The gross floor area must be less than that of the primary structure. 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 for the new residences. It appears the existing residence complies with the building standards of the R-8 zone but this would be required to be verified prior ta Short Plot approval. J.l.uilding Design Standards -All single family residences would be subject to the Residential Design Standards outlined in RMC 4-2-115. The proposal's compliance with the residential design standards would be verified at the time of building permit review for the new residences to be located on proposed lots 1-4. Setbacks -Setbacks are the minimum required distance between the building footprint and the property line and any private access easement. The required setbacks in the R-8 zone are 15 feet in front for the primary structure and 20 feet in front for the attached garage, 20 feet in the rear, 5 feet on interior side yards, and 15 feet on side yards along streets (including access easements) for the primary structure and 20 feet on side yards along streets ('including access easements) for the attached garage. The setbacks/or the new residences would be reviewed at the time of building permit. It appears the existing structure does not comply with the side i:\ctimmo:,s\preapps\14-00:JlSl [r-8 Slot short plat, acessj.doc 13:.6 \i 34:-St Shor.: Plat, P Page3of4 Febru3r.,• 2G, 2014 -000151 yard along-a-street setback /ram the proposed property line. However, the property line of proposed Lots 1 and 2 will be required to be shifted to the north of the proposed access road . ... ~ ... Access/Parking: Access to proposed Lots 1 -4 would be gained from a ;..t-foot wide easement extended from an existing substandard public road which would terminate in a hammer-head with in the proposed short plat. Proposed Lot 5 would take access directly from the existing portion of the private road. Private streets are allowed for access to six or fewer lots, provided at least two of the six lots abut a public right-of-way. The proposed access easement would be required to be placed in an access tract as a private street. If the proposed access road is from 300 to 500 feet in length a cul-de-sac would be required. Each lot is required to accommodate off street parking for a minimum of two vehicles. The maximum width of single loaded garage driveways shall not exceed nine feet {9'/ and double laaded garage driveways shall not exceed sixteen feet {16 '). Drivew_ilY.?.: 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. 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 development standards require that all pervious areas within the property boundaries be landscaped. The minimum on-site landscape width required along street frontages is 10 feet. Such landscaping shall include a mixture of trees, shrubs, and groundcover. Please refer to landscape regulations (RMC 4-4-070) for further general and specific landscape requirements (enclosed). A conceptual landscape plan shall be submitted at the time of Short Plot application. Significant Tree Retention: If significant trees (greater than 6-inch caliper) are proposed to be removed a tree inventory and a tree retention 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% of significant trees, and indicate how proposed building footprints would be sited to accommodate preservation of significant trees that would be retained. If the trees cannot be retained, they may be replaced with minimum 2 inch caliper trees at a ratio of six to one. A formal tree retention plan would be reviewed at the time of the Short Plat application. Critical Areas: The site is located in Zone 2 of the Aquifer Protection Area. There appear to be no other critical areas on site. It is the applicant's responsibility to ascertain whether additional critical areas are present on the site. If so, the proposal would need to be revised accordingly. Environmental Review: Environmental (SEPA) Review is required for projects nine lots or greater, or on sites that contain critical areas. Therefore SEPA would not be required for the proposed subdivision. Permit Requirements: The proposed subdivision would require Preliminary Short Plat Approval. All land use permits would be processed within an estimated time frame of 5-8 weeks. The Short Plat application fee i:\rtimmo'ls\preapps\1~-000151 (r·8 Slot short plat, acess).doc 1316 N 3~~-. St S~ort Pia:, Page 4 cf 4 14-;)00151 Febrvari,, 20, 2014 is $1,400. A 3% technology fee would also be assessed at the time of land use application. Detailed information regarding the land use application submittal is provided in the attached handouts. Fees: In addition to the applicable building and construction fees, the following impact fees would be required prior to the building permit issuance. • A Fire Impact fee of $479.28 per each new single family residence; • A Transportation Impact Fee based on $1,430.72 per each new single family residence; • A Parks Impact Fee based on $963.016 per each _new single family residence; and • A School District Impact Fee based on $5,455 per each new single family residence. A handout listing all of the City's Development related fees in attached for your review. Expiration: The preliminary short plat approval is valid for two years with a possible one-year extension. i:\rtimrno:-is\p~eap;Js\:4-00CllS: {r-8 Slot s~ort plat, acess).doc ,- ...:; t-c.• ~ t0 ~,· < ,c I-,0 C (/) C C· z 2 :c 2 I-" ._-, ~ < M ;;: '2 ::::.· z , s U) j ,-j 2 M " ,-j 2 I- <t ..I C. I-a:: 0 :c Ill 'I -, ·>'...::·-j ~~-~:/1~ " I ,....,..,.;. ;.., ::.---.,- z 2 l') z tr) C!'. ~ z 0 f-z cw "' "-0 (- ~ 0 ·-·J:7.·- ' ~ i:.-.:..c.,} i -·';..!.·-- -::::::::....... .... -.· ,.,-.-- --------- c,:<' ~:;;.:· f 1111! :;_ ....... ~,,-.:.·.'·"-'"'-'-'-'->.:-·..:,,.:,.:--;: • ;_,._._,,:.,_,.._~ ~ : .. ,.'."\.'-'~,· "\."."-"-' _ ....... ~----- j_ .. ,., 1;::-~ ~!,, .1_:, - . ...,.,. i: CITY OF RENTON ADMINISTRATIVE REVIEW PROCESS Total Processing Time Approximately 6 --8 weeks Receipt of Application Determination of Complete Application & Notice of Application Mailed and Posted Public Comment Period Ends Administrative Decision Administrative Decision Mailed Appeal Period Ends I I I _J~ Approx. 14 Days 7 14 Days I ' J ___ Prepare Staff Report Approx. 7 Days 1 7 Days Appeal Period 14 Days City Staff or olhcr agencies 111ay request additional information during tl1c review and decision making process. It is impnr1ant that the a.pplicanl suhmit the requested material quickly to avoid delays in the proccs."i. Any time spent gathering data and/or additional city review period is not included in the above chart and will increase thL: time required to prol:ess the application. 11·\( Tl )\[}lm111ing\{'.11rrc11! !'!anning\Admin [Jocs\Pl;mncr M.mual\Char,!cr I ~.d(ll: 06/21V20 I I I.I -5 iB: SEYLER June 17, 2014 City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 RE: Kennydale Vue Point Short: Plat -Pn:ijcct Narr<1tive Project Name: Parcel #: Site Address: Site Area: Zoning: Proposed density: Kennydale Vue Point Short Plat 334210-3165 1316 N. 34th Street 23,429 sf (0.54 acres) (Surveyed area) RS (Residential 8) 7.77 du/acre (based on net area) Project Description The proposed project is a 0.54 acre parcel located in Renton, WA, having an address of 1316 North 34'" Street, and a parcel number of 334210-3165. There is an existing residential structure located on the subject property, which is to be removed in conjunction with this proposal. The current zoning of the parcel is RS (Residential 8) indicating a maximum density of 8 dwelling units per acre. The project proposes to short plat a portion of the parcel into 3 lots, ranging from 6,270 to 8,223 square feet in size, and having a proposed density of 7.614 du/acre. The remaining area will be dedicated to the City of Renton for public right-of-way use. All surrounding adjacent properties are improved with single family residences. The proposed project is keeping consistent with neighboring land use characteristics. The short plat proposal includes providing 3 lots for single family residences, right of way dedication, frontage improvements, together with a shared use driveway within an access and utility easement, and associated utilities. The proposed houses will be permitted at a future date. phone: 253-301-4157 fax: 253-336-3950 bey!erconsulting .com 7602 Bridgeport Way W, Ste 30 Lakewood, WA 98499 Manage JUN 2. 7 7n:1 _-,, /l.,I\ Critical Areas There are steep slopes, having a maximum slope of 100% on the westerly edge of the proposed roadway improvements. A retaining wall ranging from 1' to 6' high is being proposed to aid and alleviate some of the steep slope and potential erosion problems. A.ccess The site is currently accessed near the southwest corner of the subject property. The proposed access will remain generally in the same location. The access way will be a 20' paved shared-use driveway within a proposed access and utility easement. Due to space constraints, city staff has worked with the applicant in the design of an acceptable "hammer head" to allow for adequate space for fire apparatus access and maneuvering. Frontage The property is adjacent to an existing split road, limited access right of way/access easement, currently serving a total of 5 properties to the north of North 34th Street. It has been requested in the pre-application memorandum, dated February 20, 2014, and subsequent communications with City staff to provide improvements along the limited access right of way/access easement, resulting in the dedication of the westerly 27' of the subject property as right of way. A retaining wall is proposed along the westerly edge of a proposed 20' wide paved roadway improvement. A guardrail is also proposed to be installed between the retaining wall and pavement improvements. A waiver application is also included in the submittal package officially requesting what is currently proposed in the ROW and dedicated ROW. Water and Sewer Utilities A sewer mainline extension is proposed for the project to provide sewer service to the 3 lots. The proposed sewer is shown on the overall preliminary plan in this submittal package. The preliminary plan is provide an approximate 60 linear foot, 8" main extension to a proposed hydrant in the southwesterly portion of lot 1, and approximately 80 linear feet of a 4" main to the westerly side of lot 2. Geotechnical inform<1tion A subsurface exploration on the project site was conducted by GeoResources, LLC in June 2014. In summary, each of the exploration pits encountered native sediments consisting of Kennydale Vue Point Short Plat June 17, 2014 Page 2 of 4 iB: SEYLER medium dense grading to very dense sand with varying silt and gravel content. Based on the results of GeoResources site evaluation, it is their opinion that the infiltration of stormwater is feasible at the site. The infiltration rates are relatively low which will require larger systems. Pervious pavement or pavers have been recommended as alternatives for the limited access driveway and parking areas of the residences, reducing the amount of required infiltration via trench systems. Sto,mwater Flow Control/WQ Flow Control Facility (1.2.3.1.B}: The proposed project is located within the Flow Control Duration Standard -Matching Forested area per the Renton Flow Control Application Map Dated 01/09/2014. This is equivalent to Conservation Flow Control in the King Manual which matches requiring runoff from developments to be detained and released at a rate that matches the flow duration of predeveloped rates. This is for a range of predeveloped discharge rates from 50% of the 2- year peak flow up to the full SO-year peak flow and applied to target surfaces only. The above is required unless an exception applies to the proposed site conditions. The developed conditions do not exceed a 0.1 ds difference in the sum of developed 100- year peak flows for those target surfaces subject to the flow control facility requirement and the sum of forested site conditions 100-year peak flows for the same surface areas. Thus flow control is not required for this basin per section 1.2.3.1.B of the Renton Manual. Part D of this section for analysis output comparing the pre and post flow rates. Flow Control BMPs: In addition to flow control facility requirements, projects subject to Core Requirement #3 must apply flow control BMPs to impervious surfaces on each individual lot. Flow control BMPs are methods and design for dispersing, infiltrating, or otherwise reducing development increases in runoff. See Flow Control System (Part D) below for more information pertaining to proposed flow control BMPs. Water Quality The project meets the soil treatment exemption requirement per Section 1.2.8.4, exceeding the cation exchange capacity greater than 5 and an organic content greater than 0.5% minimum requirement. The project soils also have a measured infiltration rate of less than or equal to 9 inches per hour. Please refer to the prepared Geotechnical report and supplement letter for details on the cation exchange rate and infiltration rates. Tree Retention It has been determined that the site is made up of a variety of approximately 21 deciduous and evergreen trees. Some trees consist of a cluster of trunks but share a common base. Each cluster of trunks was counted as one tree. As a part of this project, it is proposed to retain 5 of the trees as shown on the tree density worksheet. As a result, 8.4 caliper inches need to be replaced. Four, 2" Trident Maples are Kennydale Vue Point Short Plat June 17, 2014 Page 3 of 4 iB: SEYLER proposed around the 3 lots to provide the 8.4" caliper inches required. The trees marked for removal and replacements trees have been shown on the preliminary development plan. Should you have any questions please feel free to contact me. Sincerely, Btcyler Consulting Landon Beyler, P.E. landon@beylerconsulting.com 253-301-4157 Kennydale Vue Point Short Plat June 17, 2014 Page 4 of 4 iB: BEYLER iB: SEYLER June 17, 2014 City of Renton Planning Division 1055 South Grady Way Renton, WA 98057 RE: Kennydaie vue Point Short Plat -Construction Mitigation Description Project Name: Parcel #: Site Address: Site Area: Zoning: Proposed density: Kennydale Vue Point Short Plat 334210-3165 1316 N. 34th Street 23,429 sf (0.54 acres) (Surveyed area) RB (Residential 8) 7.77 du/acre (based on net area) Proposed Construction Dates The project's proposed start of construction is December 1'', 2014 and should be completed within 6 months. Hours and Days of Operation Construction operation will be between 8am and 5pm, Monday through Friday. Proposed Hauling/Transportation Routes Necessary hauling and transportation routes will be south along the limited access drive, west along N. 34th St, thence north or south along Park Ave N. Measures to Minimize Effects of Construction Working hours will be limited to the weekday during normal business hours. Erosion and sediment control practices will be implemented to reduce the amount of sediment tracking onto public streets. phone: 253-301-4157 fax: 253-336-3950 beylerconsulting .com 7602 Bridgeport Way W, Ste 3D Lakewood, WA 98499 Manage j,I):_: -:).-:'.;,-·'(. i',; JUN 2 7 ?D14 ' Preiiminary Traffic Control Plan Because of the location of the proposed work being at the terminus of the right of way, there should be no public traffic utilizing the section of roadway were the improvements are proposed to take place with exception of the adjacent single family residence to the immediate south. No traffic control plan is anticipated in conjunction with this project. Should you have any questions please feel free to contact me. Sincerely, Bevier Consulting Landon Beyl er, P. E. landon@beylerconsulting.com 253-301-4157 Kennydale Vue Point Short Plat Traffic Mitigation June 17, 2014 Page 2 iB: BEYLER City of Renton TREE RETENTION WORKSHEET 1. Total number of trees over 6" in diameter 1 on project site: 1. --=2'-=1'----trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dead, diseased or dangerous 2 __ O~--trees Trees in proposed public streets o trees Trees in proposed private access easements/tracts 2 trees Trees in critical areas 3 and buffers O trees Total number of excluded trees: 3. Subtract line 2from line 1: 2. __ __,2,,__ __ trees 3. ----=1'-'9'--_trees 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, or R-8 0.1 in all other residential zones 0.05 in all commercial and industrial zones 4. 5. 7 trees 5. List the number of 6" or larger trees that you are proposing 5 to retain 4 : 5. 5 trees 6. Subtract line 5 from line 4 for trees to be replaced: (If line 6 is less than zero, stop here. No replacement trees are required). 6. __ o_. 7 ___ trees 7. Multiply line 6 by 12" for number of required replacement inches: 7. 8.4 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required) 8. ___ 2 ____ inches 9. Divide line lby line Sfor number of replacement trees 6 : (if remainder is .5 or greater, round up to the next whole number) per tree , Measured at chest height. 9. __ 4 ____ trees 2 · Dead, diseased or dangerous trees must be certified as such by a forester, registered landscape architect, or certified arborist, and approved by the City. 3 Critical Areas, such as wetlands, streams, floodplains and protected slopes, are defined in Section 4-3-050 of the Renton Municipal Code (AMC). 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 !he maximum n~~r 4l 7 l n '. trees per RMC 4-4-130H7a · · -u I i.. 6 · Inches of s1reet trees, inches of trees added to critical areas/buffers, and inches of trees reta\aecfc\n ~h~l,,- are less than 6" but are greater than 2" can be used to meet the tree replacement requirementc,, 1_-.·, .• , · ''/'. •• , I H :\CED\Data\Forms-T emplates\Self-Help Handouts\Planning\ T reeRetention Worksheet.doc 'J 12/08 • SEYLER CONSULTING KENNYDALE VUE POINT SHORT PLAT Prepared for: Rev~evved by~ CONTAC": phone: 253-380-2958 fax: 253-582-5694 landon:aJbeylerconsult,ng.com bey lerconsu It Ing.com OFFICE 10314 100th St. S',N Lakewood, WA 98498 Plan. Design. Manage. ::_JVIL 1:J,•(_; I\Jc:l:1./11\JC,: LA\JL; l-',_4·-,1,; ~J(_; -t:J,', L-i1l_ P"~C.l:Cl '-'fd•,,J\Ct::MC:Nl -'l::1./1~:II 1::XH:::U '~J(_; WA Developers 4L LLC 31811 Pacific Hwy S #298 Federal Way, WA 98003 June 26, 2014 Joseph A. Parsons Landon C. Beyler, P.E. Beyler Consulting 7602 Bridgeport Way W Ste-3D Lakewood, WA 98499 253.301.4157 i=-r···-...,..-· i -~-\ '.-f~.: ,~, )"'\, :-! .t ., .. :..,_. JUN i; 1014 TABLE OF CONTENTS I. PROJECT OVERVIEW ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••···· 3 Project Description ....................................................................... 3 Figure 1. TIR Worksheet ............................................................. 4 Figure 2. Location Map ................................................................. 5 Figure 3. Drainage Basin Map ....................................................... 6 Figure 4. Soils Map ...................................................................... 7 IL CONDITIONS AND REQUIREMENTS SUMMARY ....................... 10 III. OFFSITE ANALYSIS ................................................................ 12 3.1.1 Task 1 -Study Area Definition and Maps .......................... 12 3.1.2 Task 2 -Resource Review .............................................. 12 3 .1. 3 Task 3 -Field Inspection ................................................ 12 3.1.4 Task 4 -Drainage System Description and Problem Descriptions .............................................................................. 13 3.1.5 Task 5 -Mitigation of Existing or Potential Problems .......... 13 IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS ANO DESIGN •.........................•......•.....•....•••.....••....••.....••......•....••.•. 13 V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN •••••••••••••••••••••• 17 VI. SPECIAL REPORTS AND STUDIES ........................................... 17 VII. OTHER PERMITS ...........•.......•.....•.......•.....•......•.....•...........••... 17 VIII. CSWPPP ANALYSIS AND DESIGN ........................................... 17 IX. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT ••.•.•••...•....•••...•••......•.....•......•.....•......•.....••.......•....•... 17 X. OPERATION AND MAINTENANCE MANUAL ••••..••••.••••••.•••••.•••••• 17 XI~ Append ices ..............•.....••.....•............••...........•.....•.•....••••.•••••. 18 APPENDIX A -OFFSITE STUDY MAPS ........................................... 18 APPENDIX B -GEOTECHNICAL REPORT ........................................ 22 APPENDIX C -CSWPPP ............................................................... 23 To be provided at time of final engineering .................................... 23 tB: BEYLER PROJECT OVERVIEW Project Description The proposed project is a 0.54 acre parcel located in Renton, WA, having an address of 1316 North 34th Street, and a parcel number of 334210-3165. There is an existing residential structure located on the subject property, which is to be removed in conjunction with this proposal. The current zoning of the parcel is RB (Residential 8) indicating a maximum density of 8 dwelling units per acre. The project proposes to short plat a portion of the parcel into 3 lots, ranging from 6,270 to 8,223 square feet in size, and having a proposed density of 7.614 du/acre. The remaining area will be dedicated to the City of Renton for public right-of-way use. All surrounding adjacent properties are improved with single family residences. The proposed project is keeping consistent with neighboring land use characteristics. The short plat proposal includes providing 3 lots for single family residences, right of way dedication, frontage improvements, together with a shared use driveway within an access and utility easement, and associated utilities. The proposed houses will be permitted at a future date. The property is adjacent to an existing split road, limited access right of way/access easement, currently serving a total of 5 properties to the north of North 34th Street. It has been requested in the pre-application memorandum, dated February 20, 2014, and subsequent communications with City staff to provide improvements along the limited access right of way/access easement, resulting in the dedication of the westerly 27' of the subject property as right of way. The site is currently accessed near the southwest corner of the subject property. The proposed access will remain generally in the same location. The access way will be a 20' paved shared-use driveway within an access and utility easement. This project is subject to the 2009 King County Surface Water Design Manual (King Manual) and the City of Renton amendments to the Manual (Renton Manual). Per Figure 1.1.2.A of the Renton Manual, the project is subject to a Full drainage review. A subsurface exploration on the project site was conducted by GeoResources, LLC in June 2014. In summary, each of the exploration pits encountered native sediments consisting of medium dense grading to very dense sand with varying silt and gravel content. Based on the results of GeoResources site evaluation, it is their opinion that the infiltration of stormwater is feasible at the site. The infiltration rates are relatively low which will require larger systems. Pervious pavement or pavers have been recommended as alternatives for the limited access driveway and parking areas of the residences, reducing the amount of required infiltration via trench systems. iB: BEYLER Figure 1. TIR Worksheet TIR Worksheet will be completed during final engineering iB: BEYLER Figure 2. Location Map N JHTH ST ! ~ < 0 ~ < ' ~ , < ~ 6 ~ ~ 0 < < :, g N 35TH ST .. SITE N J·!TH ST N 33RD PL < ~ ' N 33/W ST < ~ ' N 32ND ST N 31ST ST -1if--.ifsrsr N 30TH ST N 29TH ST 11 VICINITY MAP N. T.S iB: SEYLER Figure 3. Drainage Basin Map ... GI > ·-= ... 0'r ! ( ta "CS GI V ........ C 0 ... c::::n C ·-"CS .c I ) "' GI < ta .c ! 3 "' ... GI GI GI .::.: ... ta .c ta 3 .... ..... ) ', SEYLER OJ m~ -< ~ r ~ °' m ;u ... .r ::-. .::1·- ' ,, 1! A Sol Map-King County /Vea . Washmgtoo »,psa,o,., L<67fp,Hlldon A ~(ll"x8.5")"- . F•leDn 0 S 10 10 )0 ---~--~------~-----~-0 10 C ~ ~ >lop p,qo:,i:,,, \,;,i) '"""""" o::m.,-oo:,,dn,bos, WGS&I fdge lb, U1"1 an, ION \'.::l,84 1 ")I >\ Natural Resources Web Sol Su rvey Nal,onal Cooperahve Soil Survey 1llllil Conservation Ser vice 6/16/2014 Page 1 of 3 _,. ·:·:111 ~ C: ~ ~ ~ ~ ! OJ ~Gd ,... . -,; m ;o Soil Map-King County lvea. Washingtor, MAP LEGEND MAP INFORMATION Area or Interest (AOI) Area of lnt8fe& (AOI) Solis Sol Map Unrt Polygons S<M Map Un~ Liflu D Sol Map Und Pomt& Spec;ial Polnc FeMUru u Blowout Bo,rCWI' Pit " Clay Spot CIQHd Oi!pr<t1>$1Ql1 Grave! Pl1 Gravelly Spot Landfil La\111 Fl°"" Mar.;h or swamp Mine orOuarry M~tllaneous Water Pere,m,al Water Rock Outx:rop Sahne Spot s.,,.,s,o, SeYerely Eroded Spot S111khol& Shd& or Slip (/ Sode Spot 1.\1).\ Nalural Resources illiilli Conservation Service Spoil Area Stony Spot V<My Stony Spat -Sp· °"~ $p«ial Lme Fnturo,s Wal~F&al1Jf"E,S Streams and Canals Transpoltadon ......-.+ Ra,ls l!lterslllte Hi!;lhways US RDtJtes MaJQf Ro1ds: Lo,;,1.I Ro•ds Background lllii Aerial Ptu:ito•;µphy Web Soil Survey National Cooperattve Soil Survey The s~I surveys that compnse your AOI were mapped at 1 24 000 Warning Soil Map may not be valid at this scale I ---- Enlaq;iement of maps beyond the scale of mappmg can cause misunderstanding of !he deta1I of mapping and accuracy of soil hne 1 placement. The maps do not silo,,,, the small areas of contrasting ls01lsthat could have been sho,m at a more detailed scale ' .... -·"· .. ··---·------------· ·-·--·-------·-. -: ... ------ Please rely on the bar scale on each map sheet fol" map measurements. Source of Map Natural Resources Consenration Service Web $Oil SUrvey URL http./.WebsOllsurvey.nrcs.usda gov CCO"dinate System Web Mercator ( EPSG 3857) Maps from the Web Soil Survey are based oo the Web Mercator projection. which preserves direction end shape but chstorts distance and area A pr0ject1on that preserves area. such as the .Albers eQUal-area conic prqect1on. should be used 1f more accura1e celcula!ions of distance or area are reQU1red This product 1s generated from the USDA-MRCScert1fled data as of the VCf"Si011 date(sJ hsted below SOIi Survey Area Kmg County Area. Washington Survey /J<ea Data· Version 8. Dec 10. 2013 SOil map unrts are labeled (as space a!lcwsl for map scales 1 :50.000 or larger Date(S) aerial images were photographed: Aug 31. 2013-0ct 6 2013 The orthophoto or other base map on which the soil Imes were c~1led and digitized probably differs rrom the background imagery o:i'SP!ayed oo these maps As a resuH some minor shiflmg of map unit boondaries may be evident. ------------------------------------ 6116/2014 Page 2 of 3 Soil Map-King County Area. Washington Map Unit Legend ,--- King county Area, Washington (WA6Jlt 1· -----M~p_·u~11_SY~b~1··-_· ---I---~~-un_~-~~-~---r=--· Acrtl'S In AOI lnC ' Indianola loamy fine sand. 4 lo Totals for Area of lnterasl 1 ~!JI NalU""al R,sourc.s ~ Conservation Service iB: BEYLER 15 percen1 <;lopes Wi::ti SOIi Survey National Cooperative Sol! Survey 1 0 1.0 I Percent or AOI~----_ -I 100.0%, I 100.0% i 6/16/2014 Page3of3 IL CONDITIONS AND REQUIREMENTS SUMMARY (Plat conditions with responses will be placed here upon receipt of conditions) Review of Eight core Requirements and Five Special Requirements The following comments are a review of the Core and Special Requirements per the 2009 King County Surface Water Stormwater Manual. Core Requirement No. 1 Discharge at the Natural Location The site's topography suggests that stormwater runoff from the site is divided and sheets flows to the southeast and to the southwest. The westerly portion of the site drains to the southwest into the public right of way and is conveyed along a wedge curb on the westerly edge of pavement towards the south. The easterly portion of the site sheet flows to the southeast. Under developed conditions, all drive surfaces shall be constructed of a penmeable pavement material, and future rooftops will be directed into infiltration trenches. Core Requirement No 2 Offsite Analysis The project proposes to maintain all stormwater onsite. No flooding or potential flooding problems were identified downstream of the site. Further narrative of this analysis can be found in Section III of this report. Core Requirement No 3 Flow Control Flow Control Facility (1.2.3.1.B): The proposed project is located within the Flow Control Duration Standard -Matching Forested area per the Renton Manual. This is equivalent to Conservation Flow Control in the King Manual which matches requiring runoff from developments to be detained and released at a rate that matches the flow duration of pre-developed rates. The above is required unless an exception applies to the proposed site conditions. The developed conditions of do not exceed a 0.1 cfs difference in the sum of developed 100- year peak flows for those target surfaces subject to the flow control facility requirement and the sum of forested site conditions 100-year peak flows for the same surface areas. Thus flow control is not required for this basin per section 1.2.3.1.B of the Renton Manual. See Section IV of this report for details and a table of the target areas. Flow Control BMPs: In addition to flow control facility requirements, projects subject to Core Requirement #3 must apply flow control BMPs to impervious surfaces on each individual lot. Flow control BMPs are methods and design for dispersing, infiltrating, or otherwise reducing development increases in runoff. Flow Control BMPs are proposed as a part of this short plat including permeable paving and infiltration trenches for roof runoff. See Section IV of this report for flow control BMPs details on the individual lots of the short plat. Core Requirement No. 4 Conveyance System All new pipes systems will be designed with sufficient capacity to convey and contain at minimum the 25-year peak flow. Conveyance design will be completed during final engineering. Core Requirement No. 5 Erosion and Sediment Control This development will be constructed in one phase. A CSWPPP will be prepared and provided during final engineering. iB: SEYLER Core Requirement No. 6 Maintenance and Operations The maintenance and Operations Manual will be included during final engineering. Core Requirement No. 7 Financial Guarantees and Liability Financial guarantees will be provided during final engineering. Core Requirement No. 8 Water Quality The project meets the soil treatment exemption requirement per Section 1.2.8.4, exceeding the cation exchange capacity greater than 5 and an organic content greater than 0.5% minimum requirement. The project soils also have a measured infiltration rate of less than or equal to 9 inches per hour. Please refer to the prepared Geotechnical report and supplement letter for details on the cation exchange rate and infiltration rates. Special Requirement No. 1 Other Adopted Area-Specific Requirements This project is not in a designated Critical Drainage Area. This special requirement is not applicable. Special Requirement No. 2 Flood Hazard Area Delineation The project does not contain or is not adjacent to a fiood hazard area for a river, stream, lake, wetland, closed depression, or marine shoreline that is within the 100-year floodplain according to King County and FEMA. Special Requirement No. 3 Flood Protection Facilities This project does not rely on any flood protection facility such as a levee or revetment nor will construct a new flood protection facility. Special Requirement No. 4 Source Control This project does not require a commercial building or commercial site development permit. This special requirement is not applicable. Special Requirement No. 5 Oil Control This project is not defined as a high-use site nor is a redevelopment project proposing $100,000 or more of improvements to an existing high-use site. This special requirement is not applicable. Special Requirement No. 6 Aquifer Protection Area This project is not in a designated Aquifer Protection Area (APA). This special requirement is not applicable. iB: BEYLER IIL OFFSITE ANALYSIS A preliminary offsite analysis report has been prepared per Section 1.2.2, Core Requirement #2. This is to identify and evaluate offsite flooding, erosion, and water quality problems that may be created or aggravated by the proposed project. The primary component of this offsite analysis report is the downstream analysis. The second component of the report is to evaluate the upstream drainage system to verify that significant flooding and erosion impact will not occur as a result of the project. 3.1 DOWNSTREAM ANALYSIS The following Level 1 downstream analysis is a review of the drainage system up to a mile downstream of the site. 3.1.1 The four tasks outlined under this review are: Task 1 -Define and map the study area Task 2 -Review all available information on the study area Task 3 -Field inspect the study area Task 4 -Drainage System Description and Problem Descriptions Task 1 -Study Area Definition and Maps The project is located in the East Lake Washington Drainage Sub-Basin within the Lake Washington/Cedar River Watershed. The drainage study area is approximately a mile long path encompassing the site's downstream corridor. See Appendix A for maps of the basic study area. The site is currently improved as single family residential, surrounded by single family residential uses on all sides. 3.1.2 Task 2 • Resource Review The following resources have been reviewed for the downstream analysis. This is a review of all available information on the downstream area at least a mile downstream. Sources include the City of Renton GIS maps, King County GIS maps, and geotechnical studies. Sensitive Area (See Appendix A for Sensitive Area Maps) • Erosion-The westerly edge of the project site, within the right of way dedication, is located within the City of Renton's Sensitive slope area, having slopes >40% and <90%. A proposed 1 '-6' high retaining wall is proposed along the westerly edge of the proposed right of way dedication and road improvements to provide stabilization and alleviate potential erosion concerns. • Seismic -None Mapped • Landslide -None Mapped • Coal Mine -None Mapped • Streams and Wetlands Map -None Mapped • Susceptible to Groundwater Contamination -None Mapped • 100 year flood plain -According to King County iMAP and the FEMA Flood Maps, the 100 year flood plain is not located near the project property. Drainage complaints and studies -There are no apparent drainage complaints downstream of the subject site 3.1.3 Task 3 -Field Inspection The project proposes to manage all stormwater on site through the use of infiltration trenches and pervious asphalt. A Downstream field inspection has not been completed at this time. iB: SEYLER 3.1.4 Task 4 -Drainage System Description and Problem Descriptions There are no apparent drainage complaints in the vicinity of the project site. 3.1.5 Task 5 -Mitigation of Existing or Potential Problems There does not appear to be any existing or potential problems (other than standard maintenance of the piped conveyance system) associated with the site. IV. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN The stormwater flow control and water quality facilities were designed in accordance with the 2009 King County Surface Water Design Manual (King Manual) and the City of Renton amendments to the Manual (Renton Manual). Existing Sjte Hydrology {Part A} Existing conditions on the project site consists of an improved 0.54 acre parcel. The site's topography suggests that stormwater runoff from the site is divided and sheets flows to the southeast and to the southwest. The westerly portion of the site drains to the southwest into the public right of way and is conveyed along a wedge curb on the westerly edge of pavement towards the south. The easterly portion of the site sheet flows to the southeast. The overall vertical relief of the site is approximately 5 feet. Slopes across the site are generally less than 10 percent. Currently the site is improved with a single family residence together with associated infrastructure. There is a large amount of evergreen and deciduous trees onsite. It is likely that with the thick topsoil cover and the large tree canopy cover, most stormwater is absorbed into the soil with very little turning into runoff. Developed Site Hydrology <Part B} The disturbance on site will include construction clearing and grading, construction of the shared use driveway, associated utilities, and eventually the three future houses. The future driveways and rooftops have been included in the stormwater calculations. It is proposed that each driveway will slope toward the shared use driveway. The shared use driveway will be constructed of a permeable paving surface, to allow for infiltration of stormwater runoff. A stub for a roof drain connection has been proposed for each lot to tightline rooftop runoff to new individual infiltration trenches. Tables 4.1 and 4.2 break down the historic and developed site conditions TABLE 4 1 -Historic Conditions . Sub-basin Total Area Impervious Till Grass Till Forest sf tacl Sf tacl Sf rael sf <acl Site* 24.253 0 24.253 TOTAL 24,253 0 24,253 (0.484\ * The area reflects the site area after ROW dedication iB: SEYLER TABLE 4.2 -Develooed Conditions Sub-basin Total Impervious TIii Grass PGIS sf (ac) Sf (ac) Sf (ac) (yin) Site* 24,253 Shared Use Permeable 3,020 y Pavement Public Permeable 3,182 y Pavement Future Rooftoos** 6,000 n Future Cone. Drive*** 1.500 V Total Lawn 10,551 n TOTAL 24,253 13,702 10,551 (0.557) (0.315) (0.242} TOTAL PGIS 7,702 (0.177} * The area reflects the site area after ROW dedication ** 2,000 sf has been assumed for future rooftops for each lot *** 500 sf has been assumed for future drive surfaces for each lot Perlormance Standards {Part CJ Flow Control Facility (1.2.3.1.BJ: The proposed project is located within the Flow Control Duration Standard -Matching Forested area per the Renton Flow Control Application Map Dated 01/09/2014. This is equivalent to Conservation Flow Control in the King Manual which matches requiring runoff from developments to be detained and released at a rate that matches the flow duration of predeveloped rates. This is for a range of predeveloped discharge rates from 50% of the 2- year peak flow up to the full SO-year peak flow and applied to target surfaces only. The above is required unless an exception applies to the proposed site conditions. The developed conditions do not exceed a 0.1 cfs difference in the sum of developed 100- year peak flows for those target surfaces subject to the flow control facility requirement and the sum of forested site conditions 100-year peak flows for the same surface areas. Thus flow control is not required for this basin per section 1.2.3.1.B of the Renton Manual. Part D of this section for analysis output comparing the pre and post flow rates. Flow Control BMPs: In addition to flow control facility requirements, projects subject to Core Requirement #3 must apply flow control BMPs to impervious surfaces on each individual lot. Flow control BMPs are methods and design for dispersing, infiltrating, or otherwise reducing development increases in runoff. See Flow Control System (Part D) below for more information pertaining to proposed flow control BMPs. Water Quality The project meets the soil treatment exemption requirement per Section 1.2.8.4, exceeding the cation exchange capacity greater than 5 and an organic content greater than 0.5% minimum requirement. The project soils also have a measured infiltration rate of less than or equal to 9 inches per hour. Please refer to the prepared Geotechnical report and supplement letter for details on the cation exchange rate and infiltration rates. tB: BEYLER Stormwater Conveyance The conveyance system capacity standards require that new conveyance systems contain the 25-year peak flow and ensure that the 100-year event does not create a severe flooding or erosion problem. See Section V of this report for the conveyance analysis per Core Requirement #4. Flow Control Systems {Part D} As discussed in Section The developed conditions of do not exceed a 0.1 cfs difference in the sum of developed 100-year peak flows for those target surfaces subject to the flow control facility requirement and the sum of forested site conditions 100-year peak flows for the same surface areas. To compare the flow rates, the King County Runoff Time Series (KCRTS) analysis software was used. The project is located in the SeaTac 1 region according to Figure 3.2.2.A of the King Manual. All areas are considered target as defined in Section 1.2.3.1.B in the Renton Manual. Flow Control BMP Credits were utilized per Table 1.2.3.C of the King Manual and reflected below in Table 4.3. TABLE 4.3 -Develooed KRCTS Inout Sub-basin Full Permeable Road Infiltration Forest {ac} Till Grass (ac} Rooftop 6,000 f0.138) Pervious 3,101 Pavements (0.071 l Driveway Grass Flow Frequency Analysis tt,me series Fj le:predev.tsfi ProJect Locat,on:Sea-Tac Impervious (ac} 3,101 (0.071 l Driveways Impervious (ac} 1,500 (0.034) Lawn Till Grass (ac} 10,551 (0.242) ---Annual Peak Flow Rates--- Rank Time of Peak -----Flow Frequency Analysis------- Flow Rate (CFS) 0.036 0.010 0.026 0.001 0.015 0.027 0.023 0.045 computed Peaks iB: BEYLER 2 7 4 8 6 3 5 1 2/09/0118:00 1/06/02 3:00 3/06/03 18:00 3/24/04 20:00 1/05/05 8:00 1/18/06 20:00 11/24/06 4:00 1/09/08 9:00 --Peaks Rank Return Prob (CFS) Period 0.027 0.026 0.023 0.015 0.010 0.001 0.042 3 4 5 6 7 8 10.00 5.00 3.00 2.00 1.30 1.10 50.00 0.900 0.800 0.667 0. 500 0.231 0.091 0.980 Flow Frequency Analysis Time series File:dev.tsf Project Location:Sea-Tac ---Annual Flow Rate (CFS) 0.059 0.039 0.071 0.032 0.040 0.062 0.057 0.126 Peak Flow Rates--- Rank Time of Peak 4 7 2 8 6 3 5 1 2/09/01 2:00 1/05/02 16:00 2/27/03 7:00 8/26/04 2:00 10/28/04 16:00 1/18/06 16:00 11/24/06 3:00 1/09/08 6:00 computed Peaks Flow Control BMPs -----Flow Frequency Analysis------- --Peaks Rank Return Prob (CFS) Period 0.062 0.059 0.057 0.040 0.039 0.032 0.108 3 4 5 6 7 8 10.00 5 .00 3 .00 2.00 1.30 1.10 50.00 0.900 0.800 0.667 0. 500 0.231 0.091 0.980 Downspout infiltration trenches are proposed for each lot and are designed to meet the following minimum lengths, 60 feet per 1,000 square feet of roof area, based on medium dense grading to very dense sand with varying silt and gravel content soil type. Should soils differ in the field, the minimum lengths should be revised pursuant to the King Manual Section 5.1.1. Utilizing the assumed 2,000 sf per structure, a 2'Wxl.5'Dx48'L trench shall be installed for each lot. water Quality System {Part El The project meets the soil treatment exemption requirement per Section 1.2.8.4, exceeding the cation exchange capacity greater than 5 and an organic content greater than 0. 5% minimum requirement. The project soils also have a measured infiltration rate of less than or equal to 9 inches per hour. Please refer to the prepared Geotechnical report and supplement letter for details on the cation exchange rate and infiltration rates. iB: BEYLER V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system will be designed per Section 3 and 4 of the King Manual. Table 3.2 of the Manual suggests that the Rational Method of analysis is required for undetained areas for tributary areas less than 10 ac. Further analysis will be provided during final engineering. VL SPECIAL REPORTS AND STUDIES Geotechnical Report Geotechnical Infiltration Letter, June 3, 2014; Prepared by GeoResources, LLC Geotechnical Supplemental Letter Geotechnical Supplemental Letter, June 17, 2014; Prepared by GeoResources, LLC VII. OTHER PERMITS There are currently no other permits that effect the drainage submittal or the Technical Information Report. Viii. CSWPPP ANALYSIS AND DESIGN A CSWPPP will be provided at time of final engineering. IX. BOND QUANTITIES, FACILITY SUMM.t\RIES, AND DECLARATION OF COVENANT A completed Bond Quantities Worksheet can be made available to the City upon request. X. OPERATION AND MAINTENANCE MANUAL The Operations and Maintenance Manual can be made available to the City upon request. iB: SEYLER XL Appendices APPENDIX A -OFFSITE STUDY MAPS Topographic Map ... i',l •! s., ( ,, I / + iCI ~ "-•~~ Couroti' } I-----~--------~-~--·-------·---- -I County Boundary I_ Contours [5ft dark I jV 100:500:1000 Otnor ( 1,,.___ , __ ) ~-j ;_·, ( I \'-. __ Legend Highway• Streets Artcn .. ,rs (cont) ... _,.,,,, ~l PROJECT SITE , " ·--· -: ' (/-~; ! /( ) 0 / ,i i B~ft- Loc,I Parcels Lakes and Large Rivers -· Tile 1rrforma'bon 1m;luded on Ins map has been compiled by King County staff from a v:;11wty ol souri;n arld rs subject lo change wrthoot notice Kong County make1 no repreM!ntabons or warranbes, ~P,HS or 1m~. u to accuracy. completeness, tlmehness. or nght!l to the use ol such 1nfom,at1on Tlua documltllt ts l'IOI intended ,Or use as a sll\'ey product KITTg County •hall not be Mable tor al't')I gene rat, spec1al, ind1rec1, 1r1Cldelltal, or consequefltlil! damages includ1rig, but not hmlted to, I05t reven,,Je'!II or lost pro~b resultmg from the use Of m,SUM ol the ,nrormat,on conta1oed on ttus map Any s.ill!I of thlfl map or inlormat,on on thlll map 15 prot11blti,d exupt boJ W11tten perminton of King COIJl'lt-/ tQ King County Dallt 611712014 Soun:& King County 1M/I.P-Sene11:we Areas (http 1/wwW metrokc govA31SliMAP) Sensitive Area Map I I 1. r . . I .. t\ + "I ."ttST Sl PROJECT SITE "i J,,c.T,t .ST •Cl :i'C.ll'.l&K,n1i1 County O 365ft· Thll l'lformatJOn mcluded on Ulis map hH bffn compitd by King county ffllf fJom a vanety ol SOtJrcu_ and IS aut:i,ect to change .,...lthout no~ Kmg \~.''. \ I , \J./. '< -. ,._ ... \' ,) !. . ,· .. -. , '·. County ma~es no rep_resenQ!ons or warranties, el(pren or IITlpl~d as to ;iccuraey, completeness, lrnehnHS, or rights to the use of i;uch informatlof! ~ ThlS doo::ument IS rot 1ntendtd l'Qr use i1S ;a survey product. l(mg County shall not I:. liable !or any gentfal. spec.a!, Indirect, inew;tental. orconteqUentl;il S K·,ng County damagH ln<:lu(lmg. bl.It not lrmlted to. lost revenun Of lost profits rMuhlng h'om tne UN or JTMIIJM ot ttit ,nformatlon cont:;amted on tltll map Any sale of thll!I map or 1nto1mab0n on 1his map is prohibited .xcept by written permulorl of Kul!,l County SOVCei, Kll"lg County IMAP-Sllnsrtiv,e Areas (http IN<IYffl ml!tlrokc.gov/G!S/1MAP} Sensitive Area Map Legend -, County Boundary D Floodway Area. Susceptible to ,_ Groundwater Contamination Highways 100 Year Floodplain Streets Channel Migration Hau,rd Low Areas lhgh"N3)' ModlUff". Ar1an;,~ tolOO[RA 1[ lligh Lo=I ~ SCV[R[ Parcels m Sole Source Aquiff!r Wildliff! Network D SAO Wetland SAO Stream D SAO Landslide 1 C!an1 SAO Coal Mine Cl.Ms 2 Porcnn1.1I [;::I SAO Seismic !'I C~2 S:llrnonld SAO Erosion c-, ;;;.:1 Chinook Distribution .. . J MCL.:tSSrf IOd ...·..:-·., Lakes and Large Rivers • Sensitive Area Notice on Title •.. Streams Drainage Complaints The ll'll'orm11tron !!'ICluded cm lh,s map hH t,&en compiled b-j K,r,g County starr horn a variety of saurcet_and G sut,ect to change wlthou1 nobc• K1r,g County ma~e,s: r,o rep_r-tations or warrantin, eKpress or impJie.d, 119 to accuracy, complmneu, t,me~nns, or rights to the use of 1uch mform.abon TM do<:ument JS nor 1nteoded fl:lr uM ae a sur,,ey prociu,::t K,n,g County shall nat be lal)le, IOf 11rry general. spe,cial, 1nd~ect, 1ncide!"UI or corise,qul!'ntial ti damages ,nciudll'IQ. but rol limded to lost re11enues or 091: pron!B mu!tmg from the use or misuse of the lnlormat<On conta,nel1 on th1e map An~ sak> al K'1ng County th!S map or 111forrnation on thl5 m;;ip 1s prohtbll9d exi;ept by wntl:9t1 pe:rm1Q1on of King Cl)Ufll;'f Dalt. 6111'2014 APPENDIX B -GEOTECHNICAL REPORT Ph 253-896-1011 Fx 253-896-2633 Mr. Alex White 35320 28TH AVE S Federal Way, WA 98003 (206) 949-9850 belenkyalex@yahoo.com Geo.Kesources, LLC 5007 Pacific Hwy E., Ste. 16 Fife, Washington 98424 June 3, 2014 Geotechnical Infiltration Letter 1316 N. 34th Street-Short Plat Renton, Washington PN: 3312103165 & 3164 Job No. White.N34thSt.lR INTRODUCTION & SCOPE This report addresses the feasibility of stormwater infiltration for the proposed residential short plat to be located at 1316 N. 34th Street in Renton, Washington. We understand that you propose to subdivide the site into five residential lots for the construction of new residences. The existing residence, 1320 N. 34th Street, will likely remain. We further understand that access to the lots will be a via a new limited access roadway along the west and central portions of the site. We also understand that you propose to infiltrate the stormwater from the proposed new roadway and roofs on each lot, where feasible. The King County Surface Water Design Manual (2009) requires soil logs to confirm subsurface conditions and to determine the feasibility of stormwater infiltration at the site. In addition, we understand that the City has requested infiltration tests be performed on the site. On May 26, 2014, we excavated three hand auger explorations across the site and logged the subsurface conditions encountered. We also conducted three Falling Head Infiltration tests at the proposed infiltration areas. Representative soil samples were collected and tested for grain size distribution. The purpose of our services was to evaluate the surface and subsurface conditions at the site as a basis for developing and providing geotechnical stormwater recommendations for the proposed development. Specifically, our scope of services for the project included the following: 1. Visiting the site and conducting a geologic reconnaissance to assess the site's soil, groundwater and slope conditions; 2. Exploring the subsurface conditions across the site by excavating hand auger holes at the locations of the proposed infiltration areas; 3. Conducting falling head infiltration tests at three representative infiltration areas; 4. Completing laboratory grain size analysis for representative site soils; and 5. Providing infiltration rates for the proposed stormwater facilities, as appropriate. SITE CONDITIONS Surface Conditions The site is situated on a west facing slope area that extends to Lake Washington in the northwest portion of Renton, Washington. The subject site is situated in an area of established residential development. The site is currently developed with an existing single family residence that will remain, Lot 5. The site is generally rectangular in shape, measures approximately 217 feet by 226 feet, and encompasses approximately 0.94 acres. The ground surface on the site is generally flat, sloping gently to the east and west White.34thAve.lR June 3, 2014 Page2 from near the center. Total topographic relief on the site is on the order of 5 vertical feet. Site Soils and Geologic Conditions The USDA Natural Resource Conservation Service (NRCS) Web Soil Survey for King County maps the soils in the area of the site as Alderwood gravelly sandy loam (AgD) and Indianola loamy fine sand (lnC). The Alderwood soils are derived from glacial till that form on 15 to 30 percent slopes and are listed as having a "moderate" erosion hazard. The Indianola soils form on 4 to 15 percent slopes and are listed as having a "slight to moderate" erosion hazard. The near surface soils at the site have been disturbed by natural weathering processes that have occurred since their deposition. The geologic map for the site area indicates the site is situated in an area of glacial drift (Qgd). Based on our experience in the area, it is our opinion that the site soils are more characteristic of recessional outwash (Qvr). An excerpt from the geologic map is included at Figure 4. Subsurface Conditions Subsurface conditions were evaluated by excavating three hand auger holes across the site. The near surface soils consisted of Oto 1/2-to 1-foot of topsoil with sod and roots over medium dense fine grained silty sand with varying amounts of small gravel. We interpret these sandy soils to represent the weathered outwash deposits. At a depth of about 7 feet in HA-1, a slightly cleaner silty sand was encountered to a depth of 11 feet. Below this, we encountered a dense indurate silty sand with gravel, representative of glacial till. The indurate glacial till was observed to the full depth explored in HA-1. The observed stratigraphy generally confirmed our experience in the area being different than the mapped stratigraphy. The locations of our explorations are included on the Site Plan as Figure 2. The soils encountered were visually classified in accordance with the Unified Soil Classification System (USCS), a copy of which is attached as Figure 5. The Hand Auger Logs are attached as Figure 5a. Laboratory Analysis Our geotechnical laboratory tests were completed on three representative soil samples collected from the explorations at the site. The grain size analysis test results are included in Appendix "A". We have saved portions of the samples to run cation exchange capacity and organic content tests if requested. Our grain size laboratory test results indicated that the soils on the site consist of silty sand with minor gravel. The attached laboratory testing sheets graphically present these results. Copies of the grain size and cation/organic tests are attached. TABLE 1 LABORATORY TEST RESULTS FOR ON-SITE SOILS Depth -Soil Type Gravel Content Sand Content Silt/Clay Content lnercentl loercent) loercent) HA-1 58' to 68" 1.0 69.0 30.0 Outwash Silty Sand HA-2 91" to 101" 12.0 47.0 41.0 Outwash Siltv Sand HA-2 2 ft. to 3 ft. 10.0 53.0 43.0 Outwash Siltv Sand White.34thAve.lR June 3, 2014 Page3 Groundwater Conditions No evidence of seasonal groundwater such, as mottling, was observed at the upper contact of the glacial till at 3 to 4 feet below the ground surface in the test pits at the time of excavation. Based on the nature of the near surface soils, we anticipate fluctuations in the local groundwater levels will occur in response to precipitation patterns, general development in the area, and site utilization. Fleld lnsltu Infiltration Tests Three modified EPA Falling Head Infiltration tests were completed on May 26, 2014. The tests indicated the native medium dense silty sand material had an approximate observed infiltration rate of between 1 and 2 inches per hour. The test results are summarized in Table 2 below. TABLE2 INFILTRATION TEST RESULTS Test Pit Depth of I nflltratlon Measured Infiltration Rates Number Test (feet) (In/hr) HA·1 4.0 0.9 HA-2 3.0 2.5 HA-3 3.0 2.3 CONCLUSIONS AND RECOMMENDATIONS Based on the soils encountered in our explorations, laboratory analysis, falling head infiltration tests results and our engineering analysis, we conclude that limited infiltration of storm water is feasible in the shallow on site soils encountered in the Hand Augers. The shallow soils appear to have adequate permeability and storage capacity to infiltrate a portion of the stormwater on the site, provided adequate design, construction and maintenance practices are used. We recommend that pervious pavement or pavers be considered for the limited access driveway and parking areas of the residences. Additional laboratory testing is required to verify this. Infiltration trenches or dry wells may be utilized for the roof runoff at the individual lots. Specific geotechnical recommendations for earthwork and building development may be provided upon request. Stormwater Infiltration Based on the results of our site evaluation, it is our opinion that the infiltration of stormwater is feasible at the site. The rates are relatively low which will require larger systems. Pervious pavement or pavers may be an alternative for the limited access driveway and parking areas of the residences. This will reduce the amount of required infiltration via trench systems. For the roof systems, storm water infiltration rates were determined in accordance with the King County Surlace Water Design (2009) (KCSWDM). We performed a sieve analysis on a representative soil sample collected from the test pits at the site. We expect that the trenches will need to be relatively shallow, 3 and 4 feet bgs (below ground surface). Based on the results of our sieve analysis, infiltration testing and our experience, the silty sand with minor gravel is comparable to "fine sand" (Soil Type 28) to "loamy sand" (Soil Type 3). According to the KCSWDM section 4.5.1, the "fine sand, loamy'' soils related to 60 feet per 1,000 sq ft of roof area for limited infiltration in gravel filled trenches. The following formula is used to calculate the length of roof downspout trenches: L= (Ar/1 OOO)(l)(k) where Ar is the area of the roof, I is the length of the trench required per White.34thAve.lR June 3, 2014 Page4 soil type, and k is the regional scale factor. The scale factor for the subject site is 1. Appropriate design, construction and maintenance measures will be required to ensure the infiltration rate can be effectively maintained over time. It should be noted that special care is required during the grading and construction periods to avoid fine sediment contamination of the infiltration system. This may be accomplished by using an alternative storm water management location during grading and construction activities. All contractors working on the site (builders and subcontractors) should be advised to avoid "dirty" stormwater flowing to the site's stormwater system during construction and landscaping activities at the site. Concrete trucks should not be washed or cleaned on-site. Suspended solids could clog the underlying soil and reduce the infiltration rate for the system. To reduce potential clogging of the infiltration systems, the infiltration system should not be connected to the stormwater runoff system until after construction is complete and the site area is landscaped, paved or otherwise protected. Temporary systems may be utilized through construction. Periodic sweeping of the paved areas will help extend the life of the infiltration system. • •• We trust this is sufficient for your current needs. Should you have any questions, or require additional information, please contact us at your earliest convenience. BPB·bpb Doc10. White.N34lhSt.lA Anachmenls: Figure 1: Site Vicinity Map Figure 2: Exploration Map Figure 3. NRCS Soils Map Figure 4. Geology Map Respectfully submitted, GeoResources, LLC Figure 5: Unified S0i1 Class.ficalion System Figure Sa: Tes1 P,1 Logs Ap~ndix "A": Grairi Size A11alys~s \,( + ' 0.1 0.2mi ,, ""'' ,· • M~y Creek * N 2St st NI: 4]1d St .• ; , .. ,, !t.c·.,~ , .. ,. Renton .... , ....... ···-. Approximate Site Location \ 11 .. , •. ,,'f ., ', ., ; .; ,! ...... ,,f SE 60th __ ~. ' ... ~ l ' ,, ... ,1l ...... ,.,.,,. , ''! t ·~ ;c·• ., -~,, .. ,, ~ 'J£28tfl:9: N/j 27th St Mciy c.reek.1_, Open Sp<'lce't_,I llc~,t,·- -,-,,, - ,, ~ ~ 'J ~l!Nl_]41h St ' . • a ,\~ •·1n1 f'I ,•,,:, __ 'f'"'"''' May Cree ·5i: 9,,1,..-~, ""r:.,r,ct ..... Honey Crl::!>::!I-: Open Sr,c"lre (map created from the King County Parcel Viewer 2.0 http://gismaps.kingcounty.gov/parcelviewer2) GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Location Map Proposed Short Plat 1316 N 34th St Renton, WA Job: Whlte.N34thSt I May 2014 Not to Scale I Figure 1 ,.,.:L,.-,~.:,.,,-'"?11. .... 1Jt,,;J.<t11,T •,)<!.,:,.).•• , -.... ~~ .. - ;.u~:~;.\;t'~'-T-~ 01•;><,.:," ; ' - LOTl rr,r;r.-,--,,.,,,,, ~Ollr.u-tL\H!f~n.~~ ,,,,,;;i"r,t;t 1;;,~0.11,, 7,195 SQ Fr O.ll ,J,CRES ' ."6 A::ICl'ill ' =•~r•-=r,-r .. HA-2 --SI---·~ Approximate Site Location ' (Site plan provided by Seyler Consulting, LLC) ~ Approximate location of Hand Augers §! Approximate location of Hand Augers with Infiltration Tests {N_ •\\'*•f •,or ' LI, t,~,-.:. -ml'.~fi ,lt\x• 1•~'<aT11.<r ,;;,~t.;i•; H~ ,..,,,m-M:r. 1<"<71<•Tl"'-""1T 01 ;,,:...,._,,...-,,.-.,,~ ,;;.::,~a.II 1,,u.~-0.,~Ar:" 1"-1'"-'""lT<r • ;,,.,-...-• ..,.,:--..0\T'< ,:;a~;i1< 6 Not to Scale f---------------------~--------------------===::::..--1 GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Fax: 253-896-2633 Site Plan Proposed Short Plat 1316 N 341" St Renton, WA Job: White.N34thSt I May 2014 I Figure 2 Soil Type lnC Approximate Site Location (So il s Map created from NRCS Web Soil Survey http://webso il s u rvey .sc.egov.usda.gov) Soil Name Parent Material Slopes Erosion Hazard In dianola loamy sand Sandy Glacial Outwash 6 to 15 Moderate GeoResources, LLC 5007 Pacific Hi ghway East , Suite 16 Fife , Wash ingto n 98424 Phone: 253-896-10 11 Fax: 253-896 -2633 NRCS Soils Map Proposed Short Plat 1316 N 34th St Renton , WA Job: White.N34thSt May 2014 Hydrologic Soils Group A Not to Scale Figure.I • Tvt Burien ___ . ____ o a a n Approximate Site Location (an excerpt from the Geologic Map of Washington State, by Eric Schuster (2005)) D Qgd -Pleistoc e ne Continental Glacial Drift D Tvt -Tertiary Fragmental Volc an ic Rocks D Tc -Tertiary Continental Sedim entary Rocks GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife , Washington 98424 Phone : 253 -896-1011 Fax : 253-896-2633 USGS Geologic Map Proposed Short Plat 1316 N 34th St Renton, WA Job: White.N34thSt May 2014 Not to Scale Figure .. SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME GRAVEL CLEAN GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL GRAVEL COARSE GP POORLY-GRADED GRAVEL GRAINED More than 50% SOILS Of Coarse Fraction GRAVEL GM SILTY GRAVEL Retained on No. 4Sieve WITH FINES GC CLAYEY GRAVEL More than 50% SAND CLEAN SAND SW WELL-GRADED SAND, FINE TO COARSE SAND Retained on No. 200 Sieve SP POORLY-GRADED SAND More than 50% Of Coarse Fraction SAND SM SILTY SAND Passes WITH FINES No. 4 Sieve SC CLAYEY SAND SILT AND CLAY INORGANIC ML SILT FINE CL CLAY GRAINED SOILS Liquid Limit Less than 50 ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT More than 50% Passes CH CLAY OF HIGH PLASTICITY, FAT CLAY No. 200 Sieve LlquKt Limit 50 or more ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry-Absence of moisture, dry to the touch In general accordance with ASTM D2488·90. Moist-Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM 02487-90. Wet-Visible free water or saturated, usually soil is obtained from below water table 3. Description of soil density or consistency are based on Interpretation of blow count data, visual appearance of soils, and or test data. GeoResources, LLC Soil Classification System 5007 Pacific Highway East, Suite 16 Proposed Short Plat Fife, Washington 98424 1316 N 34th St Phone: 253-896-1011 Renton, WA Fax: 253-896-2633 Job: Whlte.N34thS1 I May2014 I Figure 5 Depth (inches) 0 • 14 14 -83 83 • 129 Depth (inches) 0 -14 14 -36 Depth (inches) 0 -13 13 -36 Soil Type SM SW Soil Type SM Soil Type SM Loooed bv: S.T. Mattos Hand Auger HA-1 Location: Lot 1 proposed driveway Approximate Elevation: 204 feet Soil Description Sandy topsoil with fibrous root mat Light brown with minor orange staining silty fine to medium SAND with trace gravel (loose, moist) Tan to gray medium to course SAND (loose, moist to wet) Terminated at 129 inches below ground surface. Little to no caving observed. No groundwater seeps observed. Hand Auger HA-2 Location: SE Comer of proposed lot 2 Approximate Elevation Soil Description Sandy topsoil with fibrous root mat Light brown with minor orange staining silty fine to medium SAND (loose, moist) Terminated at 36 inches below ground surface. Little to no caving observed. No groundwater seepage observed. Hand Auger HA-3 Location: SE Comer of proposed lot 3 Soil Description Sandy topsoil with fibrous root mat Light brown with minor orange staining silty fine to medium SAND (loose, moist) Terminated at 36 inches below ground surface. Little to no caving observed. No groundwater seepage observed. Excavated on: May 27, 2014 GeoResources, LLC 5007 Pacific Highway East, Suite 16 Fife, Washington 98424 Phone: 253-896-1011 Test Pit Logs Proposed Short Plat 1316 N 341h St Renton, WA Fax: 253-896-2633 Job: Whl1e.N341hS1 I May 2014 I Figure 5a Particle Size Distribution Report .. 5 C Ji . c 8 .. ~ .;; .£ .!: ~ !i l ~ ~ ~ ; Ii! "' ~ "' -:,: "#. ~ ; ; 100 I I I I -...._ I I I I I I I I I I I I I I I I I Ii I I 90 '1 I I I I I I I I ~ I I I I I I I I I I I I I I I I I I 80 I I I I I I I I I I I I I I I\ I I I I I I I I I 70 II I I I I I I I I I I I I I a: I I I I I I I I I I I I I I ' w 60 ' ' ' --I\ ' z u:: I I I I I I I I II I I I I f---50 I ! I I I I I I I I I I I I z I I I I I I I I i' I I i: I w (.) I I I I I I I I I I I I a: ' w 40 '~ --~ Cl.. I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I I 20 j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .; 10 I I I I I Q) c I I I I I I I I I I I I I I ~ 0 I I I I I (/J 100 10 1 0.1 0,01 0.001 ~ GRAIN SIZE -mm. c %Gravel %Sand %Fines Q) %+3" -Coarse: I -·------------ ; -- :!l Coarse Fine Medium Fine Silt Chiv -"' 0 0 0 I r 17 ' 52 30 ' c i!! SIEVE PERCENT SPEC: PASS? Ma!lri!!I Oesc!'.!l!!lon ~ SIZE FINER PERCENT (X=NO) Silty Sand "' 15 #4 100 Natural Moisture =22.06% (I) #10 99 .2! #20 95 .t: Atterberg Limits .11 #40 82 "O PL= LL= Pl= -'= #60 59 0 #100 43 Coefficients c; #200 30 D9o= 0.6515 D95= 0.5049 Oso= 0.2569 i!! 050= 0.1892 D3o= 015= "' 010= Cu= Cc= "O c; "' !.l!!ssltlcatloa "O USCS= AASHTO= Q) -Jl _l'lem@rks (/J ~ E "' (/J -(no specification provided} (I) ,6 Location: HA-I £ Date: 6/3/2014 ;:, Sample Number: 090862 Depth: 58" · 68" c; 0 GeoResources,LLC Client: Baylor f Project: North 34th Street "' Fife. WA Prolect No: Bavlor.N34thSt Flaure Tested By: Timothy Bergstrom Particle Size Distribution Report .. S £; .5 . c g ~ 8 .£ .£ .!: "$. = -0 ~ ~ lt i -;JI. :;; lll 1t ; • • N "' "' N ~ 100 I ~ _I_ I I I I I I I I I I I I 90 ' ' T ' .l.. I I I I I I I I '---..... I I I I I I I I I I I I I I I I I I 80 I I I I I " I I I I I I I I I 1'\ I I I I I I I " I 70 ']\ -- I I I I I I I I I I I I I a: I I I I I I I I I I I , I I I w 60 ~. ' t-' I ~: z [i: I I I I I I II I I I I I f-50 I I I I I I I I I I I I z I I I I I I !1 I I I I I I w 0 I I I I I I I I I I I I I I a: 40 ' ' ' . ' w ' ' ' a. I I I I I I 11 I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I 20 ' ' ' ' ' I I I I I I ,I, I I I I I I I I I I I I I I I I I I I I I .; 10 I I I I I ... ., ~ I I I I I I I I I I I I I I E 0 I I I I I m 100 10 1 0.1 O.ot 0.001 Cl) m GRAIN SIZE -mm. " c %Gravel %Sand % Fines " %+3" ---:--::-r-·-------------~---- Coarse ' Fine Coarse, Medium ' Fine Slit Ciav ;;, 0 5 : 4 c 3 9 ' 38 41 ~ SIEVE PERCENT SPEC.' PASS? Material Descrl11tlon ~ m SIZE FINER PERCENT (X=NO) Silty Sand 0 1-1/2 100 Natural Moisture= 14.73% ., 1-1/4 95 .2' I 95 ·" Atterberg Limits " 3/4 95 '5 1/2 94 PL= LL= Pl= .s 0 3/8 93 Coefficients C: #4 91 Dgo= 3.1999 Dg5= 0.9477 0 60= 0.1123 !! #10 88 050= 0.1134 030= D15= m #20 85 010= Cu= Cc= -0 C: #40 79 m #60 70 Classification -0 USCS= AASHTO= l!! #100 56 Cl) #200 41 l!! Remarks Cl) ., ~ m Cl) ~ (no specification provided) ., .c -Location: HA-I 0 -Sample Number: 090863 Depth: 91" -IOI" Date: 6/3/2014 _;,, C: 0 GeoResources, LLC Cllant: Baylor f Project: North 34th Street m Fife. WA Prolect No: Bavlor.N34thSt Figure Tested By: Timothy Bergstrom Checked By: Brad Biggerstaff Particle Size Distribution Report •. Ii C: .~ . c ~ ~ ~ .5 .~ C ·-0 .5 " -ll; ~ a j ~ "' M N - ;: ;# ,I 1, •• 100 I I l I I I I I I I I I ~~ -...,.__ I I I I I I I I I I I 90 I I I I I I I I ---....... I I I I I I I I I I I I I ~~ I I I I 80 I I I I I I I I I I I I I I ', I I I 70 I I I I I I I I I I I I I I I I I I a: I I I I I I I I I I I I I I w 60 ' z ' ' ' ' ' ' u:: I I I I I I I I I I I I I I f-50 I I I I I I I I I I I '.1 I I z I I I I I I I I I I I I \I I w 0 I I I I I I I I I I I I I a: ' ' w 40 ' ' a. I I I I I I I I I I I I I I I I I I I I I I I I I I I 30 I I I I I I I I I I I I I I I I I I I 20 ' ' ' ' ' ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I .; 10 I I I I I "' ~ I I I I I I I I I I I I I I I "' 0 I I I I I !I) 100 10 1 0.1 0.01 0.001 ~ GRAIN SIZE· mm. -C %Gravel %Sand %Fines "' %+3" -------·- I ·-'"" ... -~ ·····----------~-·· --~-----------------------Coarse Fine Coarae Medium Fine Slit I Clav .,. 0 0 ' 5 5 8 45 37 -I C ~ SIEVE PERCENT SPEC.° PASS? Material De!!crl12ll2n r "' SIZE FINER PERCENT (X=NO) Silty Sand 0 1/2 100 Natural Moisture= 13.04% "' 3/8 99 > #4 95 § #10 90 Atterberg Limits 5 #20 86 PL= LL= Pl= 0 #40 82 Coefficients C #60 76 Dgo= 2.0526 Da5= 0.7661 0 60= o.n7o ~ #100 52 050= 0.1361 D3o= 015= "' #200 37 010= Cu= Cc= ffi Classification 'C USCS= AASHTO= !l "' !l Remarks !I) "' c ~ !I) -(no specification provided) ., = Location: HA-2 .s .2 Sample Number: 090864 Depth: 24" -36" Date: 6/3/2014 C -· 0 GeoResources, LLC Client: Baylor 8 Project: North 34th Street "' Fife. WA Prolect No: Bavlor.N34thSt Flaure - Tested By: Timothy Bergstrom Checked By: Brad Biggerstaff Ph. 253-896-1011 Fx. 253-896-2633 Mr. Alex White 35320 28TH AVE S Federal Way, WA 98003 (206) 949-9850 GeoKesources, LLC 5007 Pacific Hwy. E, Suite 16 Fife, Washington 98424 June 17, 2014 Geotechnical Supplemental Letter Pervious Pavement Criteria 1316 N. 34th Street -Short Plat Renton, Washington PN: 3312103165 & 3164 Job No White.N34thSt.lR This letter presents the results of laboratory testing regarding the proposed porous pavement section at the proposed 34th Street Short Plat located at 1316 N. 34th Street, in Renton, Washington. GeoResources prepared a Geotechnical Stormwater Report for the site dated June 3, 2014. Since the driveway area will be constructed using porous pavement which will include storm water storage and infiltration below the pavement surface, the City of Federal requires Cat-ion Exchange Capacity (CEC) to confirm the soils are suitable for water quality. According to the King County Surface Water Management Manual, the minimum required CEC must be at least 5 mEq/1 OOg in order for soils to be used as a treatment layer beneath a water quality facility, such as porous pavement. A representative sample was tested by Spectra Laboratories. The results of this test indicate that the CEC for the site soils is at least 21 o mEq/100g thereby exceeding the required cat-ion capacity. We have appreciated working for you on this project. Please do not hesitate to call at your earliest convenience if you have any questions or comments. BPB:bpb Doc ID: While.N34thS1.SL Attachments:Cat-lon Exchange Aesu!ts r-1: ~--; , .. -.... Bra~ Biggerstaff, LHG Principal -~}l SPECTRA Laboratories 2221 Ross Way • 18C(Jllla, WA9$421 • (2$3)2~ • Fax(253)572-9838 • www.specira-lab.com 06/16/2014 Geo Resources, LLC 5007 Pacific Hwy. E Suite 16 Fife, WA 98424 Analyte Cation Exchange Capacity SPECTRA LABOR.A TORIES ~. Steve Ih1lbs, Labora~anager 16/ml Result 210 Project: White N 34th St Client ID: Alex White Sample Matrix: Soll Date Sampled: Date Recieved: 06/11/2014 Spectra Project: 6014020342 Spetra Number: 1 Rush Method Na,mEq/ 100g SW846 9081 Page 1 of 1 APPENDIX C -CSWPPP To be provided at time of final engineering DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 23,429 (surveyed) 1. Gross area of property: 1. ______ square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** 2,358 square feet Private access easements** 3,914 square feet Critical Areas* 0 square feet Total excluded area: 2. 6,272 square feet 3. Subtract line 2 from line 1 for net area: 3. 17,157 square feet 4. Divide line 3 by 43,560 for net acreage: 4. 0.394 acres 5. Number of dwelling units or lots planned: 5. 3 units/lots 6. Divide line 5 by line 4 for net density: 6. 7 .614 = 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. ** Alleys (public or private) do not have to be excluded. R:\PW\DEVSERV\Fonns\Planning\density.doc JUN ,, '1 )'!",1: ,, k ,. r. ,. J''"i'i"\.' ' ~, • I J ' KE ... JYDALE VUE POINT SHL,...,_T PLAT NEIGHBORHOOD DETAIL MAP ____ ) ' L __ --...L ' -_ __l_ ____ .._l __ _ N. 37TH STREET ' --' ____ _J ------T ' ----, ------T -, ' ----! ' ,----- ' ; 1---------L ..... , --·,--j ----1·----1 . ' ' --_[_ ' __ • ____ J _____ .,_ __ _ N. 36TH STREET --, ' L_~ -T ' --, ' ' _.J... __ J ____ _,_ ___ ..J -,-----, --T---,--.. -----,-----'----,--...,.. ---~---,---_J __ L---+ --+----!- l. __ _J_ __ J __ _,_ __ __ ...L ........ T ' ' N. 35TH STREET ___ _.!_. __ ' ----'-----,----- ' ' ' ' -----___ _:._ __ J N. 34TH STREET ----.,..-- ' ' ' ---.------'------,---1----.---L-~-.-.I--,-t----,---- ' .. L __ __.... __ ~ ----'---- N. 33RD PLACE --T--~ ---T--1 ' ' _L__ __..,L __ _J_ __ _J_ __ _;_ ---,----1 T--T-i--- ' ' ' ' ' -, ' ' ' ' -_ _J_ __ _:_ _ _J ___ _J__ J_ ___ .L_ N. 32ND STREET ,----,------,----,·--- 200 100 0 SCALE: 1" = 200' ~----, ' ' ' ----,-------.---'---,--------, ' ' ' ' _l__......L.__J ' .L _____ ....L ___ J ' .L __ --...L _ --, ' ' f-- ' C-- '----- , .. L __ ' ' .......... ..1.. .. , ' ___ _i_ ,,- ' ----,----- ' r ------;-' -..L ... ---"i ' ' ' -------j -0 ---~ ___ J .L __ I ____ _ 1-------L __ ___ I ,-----,- ' ----+ r--- ' L __ ----r_ N. 36TH STREET TT-- < ' ' ___ J__ -I ------j 1---- j ' ,---/ ' ' --,,--1 -------· ' L __ _, 1· -----·-,--- --_J '-------'---------·---' N. 34TH STREET "' ,- ' --,-,--- :' Ii " ' ' ,·----1 '' '' 1-----.,.L -----1 ' ' ' -L I ----1 l __ _ -·----i -~ lJ .... ' ' ' ' "' r----/ I. .. ------1..T ____ _._L -IJ.i C) 0: ' ,--- , __ _ ~ --- 1li !---- .c ______ + 1----, ' \ -----~ f- ' ---"1 ---1 --+---r ----+-- _J iB: BEYLER Plan. Design. Manage 7602 Bridgeport Way W Suite 30 Lakewood, WA 98499 phone: 253-301-4157 fax: 253-336-3950 beylerconsultlng .com ___ J CALE: DATE: DAAWN BY: CHECKED BY: JLIRISOICTJON: JOB NUMBER Oo/17/2014 JAP LCB CITY OF Rm TON, WASJ-i/NGTON 14-029 St1EET l OF l Nf\11.0 ' ' :: JOINT USE AND ROAD MAINIENANCE AGREEMENT 'fh;!l Agteement is entered into between JOHN HAMEL and BARBARA ~L;, hu$band and wife, hereafter called "HAMEL" and DANIEL N. D.t\HLQU1ST an~-~UA M. DAHLQUIST, husband and wife, hereafter called "D.AaLQUlST'' ' --._ . ' . .-,. ..... :.. ,.···'""-•;-,,, ~EREAS'. :~~l4uis't Js' the/·~n~r of real property in King County. Washlngto~. cioIIW1ori.ly knoym .as 1;.3}6 North 31st Street, Renton, WA 98056 and ._Iegaj,!,y d«;5crtbecl ~1fullo.w,: / ·, PARCEL,,A'.'.·' ··::,-.. -· ·! • ' ,,) The North l~.75 feet o(thf E.ilst.232.00 feet of Tract 26 of Hlllman's Lake Was!Jinl¢lnGi:lt'deri' of ~en Nfdltton to Seattle No. 1, as recorded/In _Volun:te/11 ~f. Plats,'J.>i,i,ge 63, in King County, Washington; ··---·· Ex~pt the South 27.75 f;efofthi,west lg feet thereof .. •' •' . ' . ~ . P$CEL''I3" "riie _&ist 29.00 feet of the West 40.00 ·r-e~t Qf ~e ·~utji ~27/15 .feet-of Tract 26 of Hillman's Garden of Eden.Addition to ,Seattle ," No/ Lias recorded in Volume 11 of Plats,·)?~g~ 6$ .. tn JGng · County, Wits!J,tngt:on: and ·· · · -· WH;EREAs, }ilfuiel l,S t}le '.9W0er of real property in King Courity/Washlngton, coniin<>nly ~qwn;as 13?0 N.w;th 34th Street, Renton, WA 98056 which ts legally tfescril,¢d !IS (rillOWS,!'" - . ' ' . . . That poi1,io~-of :ri:ict )26) H~IIQlU)'s Lake Washington Garden of Eden AddiUQP·'lo.· Seattle '·ll{o,.' 1. ac<:ording to the plat thereof recorded in Vohimii. ll of Plats, page 63. In King County. Washington, descgbed'"a:s.folloW$: ·· ·· \· ,·· ' .. Beginning on the e~steil; ~ne -~f sfud tract,/r20feet north of the southeast comer thereof: ·:-. .--/ .. --,----_ \----- thence west along the line )20;:fee,t nortlier~ of and.parallel to the south line of said tract tci a pojn('40 feet:eai;t"qf the west line of said tract; · · . . _, · .---. --· , ... · thence northerly along a line 40 feeteastiofand paiailel to the west line of said tract to a point I02-3/4feet soutb .of thfµorth,· line of said tract; · .. -· · .,.-.: · ,• . thence easterly along a line 102-3/ 4 feet south of and parallel' to the north line of said tract. to the east line of said tract; --·• • . · · . __ .-. ' thence southerly to point of beginning; · "f<\:.:.CE\\ff:G) ;: JOINT USE AND ROAD MAINrENANCE AGREEMENr -l Jul'-i 2 1•z o)A , ·:,.. ... .;; 'l')"°'._i ...... 'rt· ("i•,r,'. ,., .. r;.,-i \ , .... t ~ L~~)I_ fl H;·-;';/;·;::;;,~:i'.':",!<J ~\ -ii ·' ,, ., \' ., r ·"-1; ·•. •.:;:· _., . ' '.·:.,,..,. ,( (. ./ TOGETHER WITH an easement for road over the west 40 feet of said tract; EXC.ll:PT the north 75 feet thereof: . !:·./''• .:Wh.1ch,tnclud¢s an easement for roadway purposes over Parcel "B" described >a~ovtfwb:lchls.9WJl«:d by Dahlquist; and WIIERE:As/~e partf6 c\t'sk~ tg enter into an agreement for the purpose of tm,itually tnaint;ainlng,tl)e twenty (:ZQ) foot roadway over Parcel "B" described above O\ffl¢d J)y Pahlqi,i.tst a:i.:td ,9'Ver )vh.tch Hamel has an easement, which provides acce~ .. to tlJe ~eJi~d [>.ajilquift property; ,,' ! ,· ' .. NOW THERE.f,.Q;RE. Jh ~nsldera~hn.6f the benefits to both parties, the parties agree as follows: :'. / .i i i / ' ;. ., ,· i• . 1. They shall Joiritly itild,fnutu~.,ril~ntain Paf~~l "B" described above so that it may continue Jo be useli fur jQi,:nt tp.gre5$,/egress and roadway purposes. 2. ~ch party shall perform worh; in the ;inai'nt~artee of said. Parcel "B" equally}·a,nd share equally ln matritil.in,tng the CQst,._;mcf, maiµtenance thereof./ ·· ' · · i. ffltinel ~d Dahlquist shall set up aJ~ts.;t~gs·~ffr?IIl which checks may be written 1n both parties names at a .mutually ac(,eptable bank andifrom which/expenses for maintenance of Parcel. "EJ_: rqay•'be expended. Each party shall c;ontrybute $50.00 per year for the purchase of gravel and other i~91s nl;lt!ilssary for maintenance of Parcel "B". The.,$50.00 shall be pltltl on or beJore,.AJ?rl[: 15th of each year. Hamel and ·p~qulst shall mutu:illy agree upon th~ exp~,nditure of funds from the joint account and make no·wtthdr~)s from· the Joint account without the prior approval of the other part;y. :1.i1:ty ewense_s for maintenance of Parcel "B" over and above a total of $100,00 per, .. ,f~ar sfiajl be pai(i equally by Hamel and Dahlquist. If less than $100.0Q per yeru:' ls spep.tto maintain Parcel "B", then the moneys shall be left 1n and' acc1llllrilate in said savings account as a reserve for future maintenance expenses. ··· ·'· · 4. This malnten~ce ~~,eni~nt shitll be::deemed to be a covenant running with the land and shall be''blm:Ung upo11 the .. ~es hereto, their heirs, successors and assigns. '.11:li;s agreement }halt be :Subordinate and subject to existing mortgages upon tl:ie .Jirgperty qereinc •· , /fb!,~~41r; ~~· 1:#~~'---d lbJMe~~J. J/;f /ry ~a Ham~ tDate) JO[NT USE AND ROAD MAINTENANCE AGREEMENT -2 .. /i -;· ----~--~··-·-. ·.·· STATE; OF'WASHINGTON r -. ,., ) ) SB ) .... , .. : ./1 ceftlly_ tluµTkn(!W or have sat:Jsfactoiy evidence that JOHN HAMEL is the person who llPpe~d ,beforl!!·"mc, and. sald l;l"ff*>l'.l acknowledged that he signed th!S mstrument and acknOwledged ~ to be.,hlS free .. ~ voh,1,ritary act for the uses and purposes mentioned In the ·rn1;1trument-: · . · :. , · _. · · ,· ... ,_/ ~,,~ .: ,l ,'P""P'. ,~ t I, fl:'h ·. --<,\ ' ' l ,• ' ; (Y~ . -''\" . {~( ~~;c ,~J ··-~~· .. f-1 .ef-> ... //2# ... ~"''""" ... ~ ..... ~ OTON COUNIY 01" KJN0 l l ss ) I certify that I know or have sab.'lfac'i:oi'y cvtde~e ~hat_ DAfliIEL.~. DAHLQUIST IS the person who appeared before me. and said ~n iiclmowl~e.d that he stgned th!s instrument and acknowledged lt to be his free and voluntaiy a¢t for the ~ aqd,purposes mentioned In the lnStrument. · · · ·· · ·· · ·· · fj_·----·-···--····------- .. ·--------------------= ·, /·· '·· l l ss l / / I ceertifythat,,l~ oi;,hi~e ~flafactoiy evidence that NAPUA M. DAHLQUJST Is the ~n who~ befOR rpe.'andsakl ~n acknowledged that she Signed this mstrument and aqmowiedge<ilt t,ibe _het free aM \10,!(in~· act for the U5CS and purposes mentioned In the mstrutnerit. \_ <:, ..... /· -::,=,..-; .. -:::.. _,/ _,-::,>,:::-,·. ~ /' ,(<\. [Wli]); ~ 11,,ffli JOINI' USE AND ROAD MAINTENANCE AGREEMENT -4 ~· '. ' I ' (.• ~ . ~· ·' ,, ·., ,:" :: ··,:. °'a~d Di>llirig and Joy Dolling (dat~j····· -· ... ST~'"ART TiTLE o.v+<t::. -?.2:Ll...olo ( 1 \ WHEN RECORDED RETURN TO: Aleo< Whlta & Company Real E-Development ··.Inc 11111 ~I lll~lil 1~111111111~111 )316 North 34th Sbeel .'.:.~nion, WA 98056 20140325000104 STEUART TITLE IID 72.911 PAGE-11111 OF 11111 93/25/2814 18:85 KING COUNTY, 11A e.,:ro;,,""""'"" Ql148-~ ···•i Fjedfo, R<ooiJod .. RO(JIOil ct· -""· .,_., .• ' ,l.' "•' • ·'STATtlfbRY.WAf{AANTY DEED .,·;,,:: -5" . ' . THE <iR/INTO~f$), Dai1iel tf Dall~ and ~ilpllll. M/ Dahlquls~ aa tenanl3 In common lor and In conslderallon·ol Ten Jlolla~.·and o\l'lor gocxl.canj! valuable _,sidl!flllion In hand pald, c:onvey, and wemints to Alex Wllta & Company Real El!lalii ~t Inc. a Washington Corporation the lollowing deacribed raal esiab!; oilualid In ttwl CouQly or l,(ing, Slate of Wl!,shlngl1m: > ,• . ·' '. ·: ,,··· ., ... Tha North 102.75 feet .;r11,e Eaot232.(\Ufeet.iiTr&a21{C.D. HiD~'.• Lake~ Garden of Eden Addition to Seattle No. 1 •. ~g to.!hepla\ ll)araol ~ed i~ Volumo·11.clf Plats. Page(&) 83, re<ORlo of Kin9 County, Waahlitgton;/ .. · .. . ··· ·... · ·• .. Except the 5ou1h 27.75 taetofthaWest tUO tnt-W Siluete In tho County of King, Stale ol ~lngicn.: · · Subject to: ·Tills c:orn,ayance Is subject In covenallts, conditions, ieslr1ellana encl ~ts. II any allectln9 title·whlch may appear In the public ..com,·~ -show!!· Ciri" •nr recorded plat or . '"""''· Ab~1ll!ed Loi!SI: _..,,.,.,....,.. __ ) Tax Pa~ Numbe~s): 33421()-3165-04 ~«J? luu.,µ,J In ~c«i7 ~-: •. Napua~ulst ~ · State of WaahlngtQr,··· . . . ... ~=: :~~ or -oatisfi,cm,y :~ih.at !llniel ~ ~qulst and Napua M. Dahlquist are the po1110110 who ap-rad be1ofe mil;,and. said po,-s lid<nO"(ledgelj that l!ley signed this lnsbument and ad<nC>Niodgod ij In betthelr't and vokm!aty. ./ .. •'llcl lo(:. }he~ ""_/pu ... ~_ .. • mentlOned In this lns1rumont Daliod: :3/?yJ 14 '" ./ .· .•·· .... .·· .·· . ·· .. N~ na~~~~rtrpe<t Nkc,le Uimnaui Notsry~,id~~iWA . Restding etJE.!2. ·· · :.· I ., .... My appoln1menlexptij;s: _-fr...._...,__._,.,J':,....._.,,_---';.._.,...;.-"· NICOLE GIAMATl'f STATE OF WASHINOTI>N. . ·NOTARY PUBl:.IC MY COMMISSION EXPIRES - )8-18-15 l.PB1~ PIIUl'1:f1!1 E2658888 93/:ZS/21114 19:11 Kl~ COUNT~, IIA ,IIIS,IIII SALE .. r. ,11119 ·"' PAGE-11111 OF 0111 ALTA Commitment Fonn COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY STEWART TITLE GUARANTY COMPANY, a Texas Corporation ("Company"), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Requirements; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months alter the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the policy form upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Countersigned by: Authorized Count0rsu,1naturr;i Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 (206) 770-8700 stewart title guaranty company ... --, ,,rEx "\. ,,..,,,., ... Copyright 2006~2009 American Land Trtle Anoclatlon. All rights reserved. The use of this Form is restricted to AL TA licensl!es and Al TA members 1n good standing as of the date of use. Al other uses are prohibited. Replinted under Ucense from the Amelican Land TIUe Association. File No. 01148-32239 004-UN ALTA Commitment (6/17106) Matt Morris President and CEO ~ Secretary JUN 2 'I 20',4 CONDITIONS 1. The term mortgage, wtlen used herein, shall inciude deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquired actual knowledge of any defect, lien, encumbrance, adverse ciaim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disciose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disciose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse ciaim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties inciuded under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured wtlich are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the tille to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commrtment. 5. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at< htto:l!www.alta.org/>. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Copyright 2006-2009 American Land Title Association. All rights reserved. The use of this Form is res1ricted to Al TA licensees and AL TA members In good standing as of the date of use. AK other uses are prohibited. Reprinted under license from the American Land TiUe Association File No. 01148-32239 004-UN ALTA Commilmenl (6/17/06) -\".'I stewart title Stewart Title Company 18000 International Blvd, Suite 500 SeaTac, WA 98188 Phone: (206) 770-8700 Title Officer: Order Number: 01148-32239 Chris Rollins Phone: (206) 770-8715 Email: chris.rollins@stewart.com Customer Reference: Alex White SECOND REPORT, paragraph 5 deleted SCHEDULE A 1. Effective Date: May 27, 2014 at 8:00 AM 2. Policy Or Policies To Be Issued: (X) ALTA HOMEOWNER'S POLICY, (02/03/10) Amount: (Underwriting fee -11 %) Premium: Tax: Total: Proposed Insured: To be determined ( X) AL TA EXTENDED LOAN POLICY (6/17/06) Amount: (Underwriting fee -11 %) Premium: Tax: SIMULTANEOUS ISSUE RATE Total: Proposed Insured: To Be Determined To Be Determined To Be Determined 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to said estate or interest in said land is at the effective date hereof vested in: Alex White & Company Real Estate Development Inc., a Washington Corporation 5. The land referred to in this commitment is described as follows: SEE EXHIBIT "A" ATTACHED HERETO EXHIBIT "A" LEGAL DESCRIPTION The North 102.75 feet of the East 232.00 feet of Tract 26, G.D. Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1, according to the plat thereof recorded in Volume 11 of Plats, Page(s) 63, records of King County, Washington; Except the South 27. 75 feet of the West 15.00 feet thereof; Situate in the County of King, State of Washington. COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company: GENERAL EXCEPTIONS A. Taxes or assessments which are not shown as existing liens by the public records. B. (i) Unpatented mining claims; (ii) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (iii) water rights, claims or title to water; whether or not the matters described (i), (ii) & (iii) are shown in the public records; (iv) Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. C. Extended coverage exceptions as follows: (1) Rights or claims of parties in possession not shown by the public records. (2) Easements, claims of easement or encumbrances which are not shown by the public records. (3) Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey and inspection of the premises and which are not shown by the public records. (4) Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished imposed by law and not shown by the public records. D. Any service, installation, connection, maintenance, tap, capacity, construction or reimbursement charges for sewer, water, electricity or other utilities, or for garbage collection and disposal. E. 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 estate or interest or mortgage thereon covered by this commitment. F. Any titles or rights asserted by anyone, including but not limited to persons, corporations, governments, or other entities, to tidelands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or gulf, or lands beyond the line of the harbor or bulkhead lines as established or changed by the United States Government, or riparian rights, if any. SPECIAL EXCEPTIONS FOLLOW COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part I SPECIAL EXCEPTIONS 1. Payment of Real Estate Excise Tax, if required. The property described herein is situated within the boundaries of local taxing authority of the City of Renton. Present Rate of Real Estate Excise Tax as of the date herein is 1. 78% and the levy code is 2100. 2. Owner's policy coverage to be verified through written instructions or a complete copy of the purchase and sale agreement should be submitted. 3. General taxes: Year: Amount Billed: Amount Paid: Amount Due: First half delinquent May 1; Second half delinquent November 1: 2014 $4,738.60 $2,369.30 Tax Account No.: $2,369.30, plus interest and penalty if delinquent 334210-3165-04 Levy Code: 2100 Land: $290,000.00 Improvements: $ 42,000.00 Note: King County Treasurer, 500 4th Avenue, 6th Floor Admin. Bldg., Seattle, WA 98104 (206) 296-7300 Web Address: http://webapp.metrokc.gov/kctaxinfo/. 4. Liability for sewer treatment capacity charges that may be assessed but not disclosed in the public records. Please contact the King County Capacity Charge Department for further information at 206-296-1450. 5. DELETED 6. Title is to vest in persons not yet revealed and when so vested will be subject to matters disclosed by a search of the records against their names. 7. The application identifies the land by a street address only. The Company does not insure that the description in this commitment covers the land that you requested. To prevent errors and to be certain that the proper land will appear on the documents and on the Policy of title insurance, the Company requires for its review a satisfactory legal description of the correct land provided and approval of the description signed by the parties to the transaction. At that time, the Company may make additional requirements or exceptions. 8. Joint use and road maintenance agreement and the terms and conditions thereof: Recorded: March 22, 1994 Recording No.: 9403220678 END OF SPECIAL EXCEPTIONS COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II The following are the requirements to be complied with: Item (a) Item (b) Note: Format: Payment to or for the account of the grantors or mortgagors of the full consideration for the estate or interest to be insured. Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Effective January 1, 1997, and pursuant to amendment of Washington state statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. Margins to be 3" on top of first page, 1" on sides and bottom, 1" on top, sides and bottom of each succeeding page. Font size of 8 points or larger and paper size of no more than 8 '/," by 14". No attachments on pages such as stapled or taped notary seals, pressure seals must be smudged. Information which must appear on the first page: Title or titles of document. If assignment or reconveyance, reference to auditor's file number or subject deed of trust. Names of grantor(s) and grantee(s) with reference to additional names on following page(s), if any. Abbreviated legal description (lot, block, plat name or section, township, range and quarter quarter section for unplatted). Assessor's tax parcel number(s). Return address which may appear in the upper left hand 3" top margin. NOTES: COMMITMENT FOR TITLE INSURANCE SCHEDULE B Part II NOTE A: In order to assure timely recording all recording packages should be sent to: Stewart Title Company 18000 International Blvd, Suite 500, SeaTac, WA 98188 Attn: Recorder NOTE B: 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. Tr. 26, Hillman's Lake Washington Garden of Eden Addition to Seattle No. 1 NOTE C: It is our understanding that the proposed insured has requested a Homeowner's Policy of Title Insurance. This form of policy will be issued provided all the underwriting requirements for the Homeowner's Policy are satisfied and the necessary premiums are paid. Please be advised that extended coverage, which would delete paragraphs C, E and F from Schedule B Part I to this Commitment, is available in lieu of the Homeowner's Policy for an additional charge (additional underwriting requirements may also apply). Please note that while extended coverage is generally considered to provide more overall protection for the insured, the Homeowner's Policy does provide more protection than extended coverage in some areas. NOTE D: A flat Recording Fee will be applied to all residential transactions with the exception of Cash Sales and Relocations. Fees are $110 if a Refinance and $175 if a sale. Any excise tax charges are additional to the proposed fees (example: $1 O for Quit Claim Deeds and Government Transfers). NOTE E: All matters regarding extended coverage have been cleared for the mortgagee's policy. Exceptions C, E and F shown in Schedule B herein will be omitted in said extended coverage mortgagee's policy. NOTE F: The records of King County and/or our inspection indicate that the address of the improvement located on said land is 1316 North 34th Street, Renton, WA 98056. NOTE H: The Loan Policy to issue will contain an 8.1 (Environmental Protection Lien) Endorsement. NOTE I: In the event of cancellation, a cancellation charge may be made. NOTE J: The following deeds affecting the property herein described have been recorded within the last 24 months: Type of Document: Recorded: Recording No.: First Party: Second Party: cle Statutory Warranty Deed March 25, 2014 20140325000104 Daniel N. Dahlquist and Napua M. Dahlquist, as tenants in common Alex WMe & Company Real Estate Development Inc., a Washington Corporation END OF SCHEDULE B STG Privacy Notice Stewart Title Companies WHAT DO THE STEWART TITLE COMPANIES DO WITH YOUR PERSONAL INFORMATION? Federal and applicable state law and regulations give consumers the right to limit some but not all sharing. Federal and applicable state law regulations also require us to tell you how we collect, share, and protect your personal information. Please read this notice carefully to understand how we use your personal information. This privacy notice is distributed on behalf of the Stewart Title Guaranty Company and its title affiliates (the Stewart Title Companies), pursuant to Title V of the Gramm-Leach-Bliley Act (GLBA), The types of personal information we collect and share depend on the product or service that you have sought through us. This information can include social security numbers and driver's license number. All financial companies, such as the Stewart Title Companies, need to share customers' personal infonnation to run their everyday business-to process transactions and maintain customer accounts. In the section below, we list the reasons that we can share customers' personal infonnation; the reasons that we choose to share; and whether you can limit this sharing. Reasons we can share your personal information. Do we share Can you limit this sharing? For our everyday business purposes-to process your transactions and maintain your account. This may indude running the Yes No business and managing customer accounts, such as processing transactions, mailing, and auditing services, and responding to court orders and legal investigations. For our marketing purposes-to offer our products and services to Yes No you. For joint marketing with other financial companies No We don't share For our affiliates' everyday business purposes-information about your transactions and experiences. Affiliates are companies related by common ownership or control. They can be financial and Yes No nan-financial companies. Our affiliates may include companies with a Stewart name; financial companies, such as Stewart Title Company For our affiliates' everyday business purposes-information No We don't share about your creditworthiness. For our affiliates to market to you -For your convenience, Yes Yes, send your first and last name, the Stewart has developed a means for you to opt out from its affiliates email address used in your transaction, your marketing even though such mechanism is not legally required. Stewart file number and the Stewart office location that is handling your transaction by email to optout@stewart..com or fax to 1-800-335-9591, For non-affiliates to market to you. Non-affiliates are companies No We don't share not related by common ownership or control. They can be financial and non-financial companies. We may disclose your personal information to our affiliates or to non~affiliates as permitted by law. If you request a transaction with a non-affiliate, such as a third party insurance company, we will disclose your personal infonnation to that non-affiliate. [We do not control their subsequent use of infonnation, and suggest you refer to their privacy notices.] SHARING PRACTICES How often do the Stewart Title Companies notify me We must notify you about our sharing practices when you request a about their practices? transaction. How do the Stewart Tide Companies protect my To protect your personal information from unauthorized access and use, we personal information? use security measures that comply with federal law. These measures include comnuter file and buildina safeauards. How do the Stewart Title Companies. collect my We collect your personal information, for example, when you personal information? • request insurance-related services • provide such information to us We also collect your personal information from others, such as the real estate agent or lender involved in your transaction, credit reporting agencies, affiliates or other comnanies. What sharing can I limit? Although federal and state law give you the right to limit sharing (e.g., opt out) in certain instances, we do not share your personal information in those instances. Contact us: If you have any questions about this privacy notice, please contact us at: Stewart Title Guaranty Company, 1980 Post Oak Blvd., Privacy Officer, Houston, Texas 77056 File No,: 01148-32239 Page 1 Revised 11-19-2013 c§!:ewart ORDER NO: 01148-32239 This sketch is provided without charge for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments or locations or boundaries. It's not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. l J '"' A ...• , JJ)9, Jl]I ll"l lH1: Jl~l 31S1 l---"=:;:;.-1_-"rc.:.:.:.....L-r--""-..::~L~_JL-.::,:.., . .1.-.-;....1.~-.. liS3 I ·1··. 7 ., -~- -'174 :ma· • ... '"" . LOT ? ,, .. 1111-7' 316'.3 ---. . '"" ··' Rk,',j LIJA,.O.t.120-INPI " .. Lj ' -~ BJ0tl'1r;' '"' . 1-'----~--:.:=:.--~-----'--'--....L. __ 3156 25 ~ ,, ;.; l ~-r~~~~;: i•I 315' '·1 1164 , ,, 317'6 ,. "" c. ,,., 3167 . ' ]If.ii , . 1157 "" ]161 1.11:'tl SP062-.(11 81002f9005 N. :MTHST. .., .,, • ""' "" E 1 l ( • C <, AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN STATE OF WASHINGTON COUNTY OF KING City of Renton Planning Division 1055 South Grady Way, Renton, WA 98057 Phone: 425-430-7200 Fax: 425-430-7231 duly sworn on oath, deposes and says: being first /public Tr. -1. On the 2 q day of -~ ur0F , 20.l.'i___, I installed information sign(s) and plastic flyer 131 ~ tJ 3':f'-"/:5, F<ct,2:h:i.J box on the property located at for the following project: "'LA. E.. Po I ,Jr Project Name Pl LE -J... W h; k, : Ca ~~, \ E~ V-e-ve~~.+ Owner Name 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location ofthe installed sign. 3. This/these public information sign(s) was/w e constructed and installed in locations in conformance with the requirements of C a ter 7 Title 4 of Renton Municipal Code and the City's "Public Information Signs Ins all ion" handout package. SUBSCRIBED AND SWORN to before me this~ day of luke, , 20 __ 11L Notary Public Stitt or Wuhlngton JENNIFER DUNN MY APflOINTMENT F.XPIRES M~y 1~, 2016 Cluunl/14 JOJQJd ) NOTARY PUBLl~nd for the SW Washington, residing at ~~1,, ~ My commission expires on 5 ./ £P./¥REC=:EPJE[; JUfJ272: -3 - H :\CE D\Data\Fo rms-T em plates\Self-Help Ha ndouts\P lanning\pubsign.doc CHY <)F l<ENTOt\i Di .1\i\'N'N;;(}~)-1_:,ii:C,\ \ RECEIPT EG00025126 BILLING CONTACT Alex: White WA Developers 4L LLC REFERENCE NUMBER FEE NAME LUA 14-000859 PLAN -Modification PLAN -Short Plat Fee Technology Fee Printed On: 6/27/2014 Prepared Bv: Clark Close LUA 14-000859 Contact Person Landon Seyler Seyler consulting 7602 Bridgeport Way W., Ste 30 Lakewood, WA 98499 TRANSACTION TYPE Fee Payment Fee Payment Fee Payment Transaction Date: June 27, 2014 PAYMENT METHOD k::heck #1007 k:heck #1007 Check #1007 -- SUB TOTAL TOTAL RECEIVED JUN 2 7 ?r ·. CITY OF r?n:roN 0 LhNUii,JC L~i' .. ':;?: ··;,\I AMOUNT PAID $100.00 $1,400.00 $45.00 $1,545.00 $1,545.00 Page 1 of 1 CITY OF RENTON SH ORT p LAT NO . _LU_~_1_4_-_0_00_8_5_9_ LAND RECORD NO. LND 20 0605 RENTON, WASHINGTON NORTH 36TH STREET (FOREST A VENUE) N 88°58'59" W 664 .27 ' ----I 25.00' LEGEND FOUND MONUMENT IN CASE; FEBRUARY 2014 SET REBAR AND CAP PLS 22016 (/) w ..... er'. ~ S 88°42'15" E NORTH LINE TRACT 26 ----I ~ RIGHT OF WAY -h DEDICATION """" RECORDING NUMBER I ', '[R.ACT 26 ' l' ·r·1 ·1···1 -,r 'I \"W:· :r 'v:r ·· (.,, __ ). ;·~ __ : __ ~1..,1\/ /', ;"'j 0 :LJ:t~:\.J.!; IN? ~:.J :[ '-J, "(-)>{ -, !I :1:'(1 'f " '' ' ' ') J/ T\J .-,.,·:L_.,_, ,_ ... ,.(;_;\\,\. _,, J .1.L -J .. .1.-.. ;' f)f>rr'I -')N Tf) "· F A.'I"I'I' NO. J _,,,, ,_.\__, 'L ,,---I I -C) C) ~ / ~27.00' -( -~ t"\j C) .... --27'-- (P) (M) PER C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATILE NO. 1 MEASURED DIMENSION THIS SURVEY I I -----------1----T----L1--, I , BASIS OF BEARINGS RECORD OF SURVEY 20010607900002. THE MONUMENTED CENTERLINE OF PARK AVENUE FROM NORTH 34TH STREET TO NORTH 36TH STREET IS NORTH 01°52'40" EAST. EQUIPMENT USED TOPCON PS103A TOTAL STATION . STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. LINE TABLE I LINE# LENGTH DIRECTION I L1 15.00 S88° 42' 15"E L2 27.78 N1 ° 52' 40"E ' L3 12.00 S88° 42' 15"E I ---·· - I ASlrnr;GTON 'GA]zI)EN OF J1l)EN :r,·,r··-,1:··,•r,i', ···t·-·, ;;;·c:"'""1··1· :i,-Nc·1 ,1 1).J.i. i \," .. l) ,_ £'.,.,Li ____ ,L _ . -. , 0 ~ f ---·---~ ~ : 1! ; WEST LINE TRACT 26 ~ / O'I l/) . L1) 0 "° w ' 0 "1' N Ln 0 ,-j 0 z "'~ I I ' ---------------------1 I +-20' k 20' CURVE TABLE CURVE# LENGTH RADIUS ---·-··-·-·-- Cl 25.44 25.00 ------- C2 ! 25.65 45.00 - I C3 I 18.27 25.00 -.---··-·--·- DELTA 58°17'57" 32°39'23" 41 °51 '55" . I I I I ; I .__--_-__ 2_57 .~0~.01' _(M_) __ -:~-/---L__ 322.27' 0 0 L1) N / N 46°02'37" E 1864.80' CITY OF RENTON MONUMENT #1836 +++-·/ MONUMENT IN CASE \ CALCULATED FROM THE JAMES MEADOW SHORT PLAT, RECORDING NUMBER 20050630900003. N 01 °48'13" E 664.82' CITY OF RENTON MONUMENT #1886 / MONUMENT IN CASE CALCULATED FROM THE JAMES MEADOW SHORT PLAT, RECORDING NUMBER 20050630900003. ./ <:::) <:::) ~ I I ' ~ (/) UJ ..... er'. ~ CJl. ]R/\C-r 23 [L.Ll\!L>\ Li\ 80.00' LOT 1 8,223 SQ FT 0.19 ACRES ADDRESS: 3438 C.3 ----:..?\... 21.06' 80.00' ~ 'r77,T/,J/)7'. V / / / -- / EX. HO USE , , , -· - '- RECORDING NO. VO L./PAGE SCALE: 1 INCH = 30 FT. 15 0 30 60 PORTION OF NE 1/4 OF SW 1/4, S. 32, T. 24 N., R. 5 E., W.M. -,-,,,, " .c··y, ", .l 1 ,, __ ,-, _. . ,, ) 1 , u:r .i 1--,. w,-.,,,-·,:, ~K-,-,---_), .i:Ll,_,,_ ... ,}Vitrii\'~ lL..:'··1 _: .i~_, ,.. \ ·r1'1"1 '··1·c·r,-,;· ,,,:"" '' :..;,,·:·, )'_-, , t ., ' ..__, . ' ..... , ..... "J .. " ., !"'·!"]'.',!-)',!"' '\.-1) . j -·I ;..< : . ! ·1 •''-' . ' ·-·'. .· ... , .· -·' ., ... -,.,. i .t~. -· .. "' ,.. "--·1-.. ·c·····i·(-)'' ' (' ,, ·1· "' ''N' ("1' T>r r'"' r'r" 1\i'.'?.ri ' -~y _y ;_ -_ /.,j ·-.:rr1,.L\.t . .JL\_ · _;,.' r,i.JJJ.~l'li I ;: TYi[)'I''l'l 1'i'' '[:',() :;;J,T z, T'l'T p >'(' ' .L ?..L!, .' . CJ..L'\J . _, i,,__, .•• /£ -~-_1 I.. JLd"' i"i ,__J, J N88°42'15"W 232.01' ' 61. 01' -LOT 3 ~ LOT 2 6,578 SQ FT 0.15 ACRES ~70 SQ FT J / 0 .14ACRES "l ADDRESS: 3426 I ,i ., "' -1··· 1 . _,.,'\_] i ,i ADDRESS: 3432 BUILDING ------ SETBACK (TYP) 5' -,f--,1'-5' ! ;, VJ,:·,.;; :V'!" ·' ··IVYV 7 ,_, fi. \ •• ;.?: .l .. ,1.._, , ... L .. ,fi -1. ..... !l..~ , ;~ -. --, -C"') (\J 64.oo· I --...l. .- L i I 20'--L lt) 61 .01' ..., ~ 588°42'15"£ 217.01' ~ PUBLIC ACCESS AND UTILITY EASEMENT RECORDING NUMBER FOR PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT SEE EASEMENT NOTES ON SHEET 1. ., I I I ~ <:::) ~ ~ 0 .... ~ tHl()H.T PLi\T ~ AS-BUILT LOCATION OF NEW HOME " TR CT' 26 I '': ' '' "-'[I'' '-r' '•"' "')''. ·"" ' "' ·r-' r ··\--r,1· '[" ··1 · -r··,-,_ ·v·v fi::,;. :cJ . X'\ ·~T iL t _l "' l..:r.:'·1t\.: _J J _;J , ·, . .1..1 ·1 :.c ,. __ J u.--:i ,_:_, · -----AIYDITTON 'JO SEA'f'I LE: l'\C). :! ]Hf:!Ll /\N'S Li\!ZF: ~ . .... . ·-. --I \_!IY i\ '{} ':[1''{'.'l',Q· ,.1 •(-'' •' n i" :,;•yr :J<J-_!_[-_•.".': Yiu ..... L .;.\ _J. __ . .L'~ . .:r~·1>.RL).J,,;_°'!j , ) _ L"1 " (')'" ·:r· -)-r: ,1" "-·r"J "l -1., l')·. _-1 ,.':'!.: -____ .l "~ ,_(_ .,J •,n.\J ., ___ _, I ------------------/ r-·------·- EAST LINE TRACT 26 -"" I ~ I I I I I 257.00'(P) 257.0l'(M) -----_i L __ I --_--. --.j_ ----- NORTH _}4TH STREET (EIGHTH AVENUE) S 88°42'15" E 722.51' - ilt KENNYDALE BEYLER CONSULTING Plan. Design. Manage CONTACT phone: 253-301-4157 fax: 253-336-3950 beylerconsu lting .com OFFICE 7602 Bridgeport Way W Lakewood, WA 98499 SHORT OWN. BY DATE TAG/JAP 7 /18/16 CHKD. BY SCALE tgo l d 1 "=30' -0 0 L1) N JU L 2 1 201 ~ "' -_ o r~ --------CC...--'!,,,~-~-~ ~~ VUE POINT PLAT JOB NO. 14-029 SHEET 2 OF 2 CITY OF RENTON s HORT p LAT No. _L_U_A14 __ -0_0_0_8_5_9_ LAND RECORD NO. LND 20 0605 RENTON, WASHINGTON DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND DECLARE THIS SHORT PLAT SUBDIVISION TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT PLAT IS MADE WITH OUR FREE WILL AND CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S), IN WITNESS THEREOF WE HAVE SET OUR HANDS AND SEALS . ·····-------------- ALEX WHITE &. COMPANY REAL ESTATE DEVELOPMENT, INC. ACKNOWLEDGEMENT STATE OF WASHINGTON COUNTY OF ---- ) )ss ) THIS IS TO CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THE ALEX WHITE & COMPANY REAL ESTATE DEVELOPMENT, INC. OFFICERS SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE PURPOSES MENTIONED IN THE INSTRUMENT . DATED : ___________ _ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY APPOINTMENT EXPIRES : ____ _ RECORDER'S CER T IFICATE ................... . FILED FOR RECORD THIS ....... DAY OF ........... , 20 ..... .. AT ....... MIN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF THOMAS R. GOLD ................................... SURVEYOR'S NAME ................. ~ ............... ~ ..... . MANAGER SUPT. OF RECORDS APPROVALS: DEPARTMENT OF ASSESSMENTS RECORDING NO. VOL./PAGE CITY OF RENTON EXAMINED AND APPROVED T HIS DAY OF EXAMINED AND APPROVED THIS ____ DAY OF----------• 20 __ _ ____ , 20 __ . -------------------------------------SCALE: ASSESSOR 1 INCH = 1000 FT. 500 0 1000 2000 ---------------------------------------DEPUTY ASSESSOR PORTION OF ADMINISTRATOR, PUBLIC WORKS DEPARTMENT ACCOUNT NUNBER ------------------------NE 1/4 OF SW 1/4, S. 32, T. 24 N., R. 5 E., W.M. / ---~ N 38TH ST lJJ lJJ <'. -~ I <'. -lJJ :,,. I ~ SJ: ' <,;: <'. li _, SUBJECT 8 SITE ~ _, N 3 5 TH ST N 34TH S T N 33RD PL <'. I s: ~ g <'. \ N 33RD ST SJ: :,,: ~~ C( <'.: <,;: ~ \ N 32ND S T I ~~~31srsr N 3 1ST ST I -----~ ------ N 30TH ST N 29TH S T \~ ~_/ N 28TH ST _J VICIN I TY MAP SCA L E: 1"=1000' EASEMENT NOTES DECLARATION OF COVENANT: THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN RETURN FOR THE BENEFI T S TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BENE FICIAL INTEREST IN THE NEW EASEMENT SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. PRIVATE ACCESS AND UTILITIES MAINTENANCE AGREEMENT : NEW PRIVATE EASEMENT FOR INGRESS AND EGRESS IS TO BE CREATED UPON THE SALE OF LO T S SHOWN ON THIS SHORT PLAT. THE OWNERS OF LOTS 1, 2 AND 3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS . MAINTENANCE COSTS SHALL BE SHARED EQUAL LY. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. LANO SURVEYOR'S C ERTIFI CATE I HEREBY CERTIFY THAT THIS SHORT P LA T CORRECTLY REPRESENTS A SURVEY MADE BY ME OR U NDER MY DIRECT SUPERVISION IN CONFORMANCE WI TH THE REQUIREMENTS OF THE SURVEY RECORD ING ACT CHAPTER 58 .09 RCW AND 332-130 WAC IN APRIL, 2014 CONTACT ilt LEGAL DESCRIPTION THE NORT H 102.75 FEET OF THE EAST 232.00 FEET OF TRACT 26, C .D. HILLMAN'$ LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATILE NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLAT, PAGE 63, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT T HE SOUTH 27.75 FEET OF THE WEST 15.00 FEET THEREOF; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. DESCRIPTION ABOVE PER STEWART TITLE COMPANY SUBDIVISION GUARANTY NUMBER G-6329-8681 DATED APRIL 7, 2016 AT 2: 18 PM; ENDORSEMENT 1 DATED JUNE 15, 2016. RELEVANT RESEARCH C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATILE NO. 1, VOLUME 11 OF PLATS, PAGE 63. POOL SHORT PLA T , RECORDING NUMBER 20050223900004. JAMES MEADOW SHORT PLAT, RECORDING NUMBER 20050630900003 . RECORD OF SURVEY FOR CITY OF RENTON, RECORDING NUMBER 20010607900002. DECLARATION OF COVENANT FOR FLOW CONTROL BMPS DECLARATION OF COVENANT FOR FLOW CONTROL BMPS RECORDING NUMBER ------- JUL 21 2016 KENNYDALE VUE POINT BEYLER SHORT PLAT CONSULTING Plan. Design. Manage OWN. BY DATE JOB NO. TAG 7/18/16 14-029 phone: 253-301-4157 OFFICE CHKD. BY SCALE SHEET fax: 253-336-3950 7 602 B ri dgeport Way W beylerconsulting.com Lakewood , WA 98499 tgo l d 1"=1000' 1 OF 2