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HomeMy WebLinkAboutLUA-05-113>-Z :S~ G." .... l: <>:1: oV! Oi~ <>:i Wo z .... ~~ <Do: ~! r>.z .:~ 00 il >-~ ~o.i E--.tzl gao oP: if ~~! i!'" 'IJ 11 "g; <" Ii • ~~ ~ ~ -.- z ~:I ~!I ~ ,I ~ Q ~ g w z w u « -.J Il.. o U « ?; -.J I ~--- I I I I I I , ! ~ " " " 0.' ",SIC >< w Z w ::> z w > « o u « ~ ...J A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10. TOWNSHIP 23 N. RANGE 5 EAST, W."'. I- I 2 ~r ---1--..-V\..~"\ I I J" ,J:)'f:-'\-----..J 4 f-<;;. S\'I1\:) ,) ! 0 (;.\;\;\ '0~ ", .'(',:j-f; -__ I ~'it.OI2~..J I \;j~v) -,. -.... ~ I I i I S><ll ~~ I( GAA.a r:l 'O' ... ~ ~~~ t-~ \{~~ ~J .~. W 0 \; \ \I~ "I88'r10'37"w f0J)~. ZG ., I ,3 I I + -.... - .. .. L _ _ \1\ .,fi' ~~~I "':~,L~l~nll}~:2:J 5O.CI2' 181.24'r_ ------l"'f.,, ____ -, ~ V1it.i i I I ~~. , , r-------___ , I~: LOT 3 : S .... \ : : Iii I 5,1I5B.8 III· It.: 51 <m" , 1 I I 1 I 8 "'1 ' ...,1 4}1o I' 4~""~ ~g I ". ~ I I;;;. "", I "I "':"" r-""":=ffi."'~Y ~~~!-iiii:r.,---.. ~. :i! ",..j ~ w 21,. .. r=_. -. -. -. ~ ~J' I ; ;.J, CA<:io.,Ci j ~ t:~V---________ , "'-'N ,:ll:::, ,r. ,~,~) i~, 11 IT."" ~j '.of' ~ ;;; I ~ : I'~ ~ :-.,:~ ~ ~ b 0, . :=:J'I 'F"'!', "'ffiL,.,....dJ ~, "'., , ~,t#i 0 I §i: LOT r-c:-liIl..:r::~' [OT2 \~6 JU'~ III! fttC : 5,614.7"q;ft;·1 ..101" .. "" ;.1 6.190.4l1li, It. ,r:; ) I ;.' I I ~ :;::J. "/ I f C.--Ic""~---" {,I~" 'h I I I ',~I, :)" i*ifl(~ ~~~-----------__ J ~ ~:",>I'Jl . / ..... "" j SO.Q2" (75.43'_ t\<otl. • ~ 0 ( # ~r."}'j:-" ;y c" .... , '. 0 ',', I 0 ,,'~ r<AA<f! tw ,B,r,BlDl€') ~~ ty: 4( ,,,:,'\ ,,', """~f\j··8-6;20·J7."W:--. -~---............. : "'IQ '. ::', '~' NE 5fH"PlACE"::' ....•. fUt"';-~r~~/fot iih!4WlX~sn IlANlc'C.H ;;... ., _. . -. ~~f} ~jf)1Y i \ ~~;:r;t(e"flvc-r;) ~~~-·~~~"~··-·_·~ __ M '--"~-~-. --... '>. W~ t (: .. '-"5 $, (ft'\>.rc-!;} ~, \,. JZj \,. 'i>1 .. W·· .'f \. ~.~.... I , 1. ... -..... !-' i I~ ! ! 10 ~ Iw !~ HOlf:: [XISnNG vTIuT'f LOCAlIa.s 5J..IOM'14 H[R[Qtrt ARt APPROICI ..... 1[ ONLY. 11 9-IALl at b-( OCNIlU,CTCA's R£SPOHSlQlUlY TO O(TCRMNC !'ME IElUCl W:Rncilll. "NO IofCAz:t)ftTAl I..CX:ATlON OF AU. [X!S1I .. C UNDfRCROJND uTlUlt[S PRIOR 10 COtolN[HCIN(i COIISTRVcnON. NO R[PRES[H1AliON IS wAD[ lWAT AU. (XlSTlNG UT\JlI£S ARt SHOWN Htll(c;:N. fl.I( (NON([R AS!lJIiIES NO It[SPONSSlUlY roll UTUTO NOT !lHOWt\! OR ullUll[$ NOl 5110 ... IN THOR PR(P[If LOCATION CAU. BEf<H: YOu OIG; 1-1SOO-424-565~ GRAPHIC SCALE o tD 10 '0 L;;;J--l ! I /lfelf. N"" II 's Iii II; ~ ar I' illll' § Ii ~ , II" 5 ~ 'I-~ o :z: fA ~ 1&1 Z Z 1&1 III u z ... I 1-~ i m 9 e I e ti ~ II i ~rr:~ "" ..... owe; NO "" 1 ... z se 11.0 z 1;:;: 0'" ~; "'z Wo ~'Z Ww In", ~z ~! 00 ;~ >o~ ~, f-~ s:;' {:)o: 11 ~ ~ If 4~ .W ! ~:I 1!i i ~ /i; ~ ~ r g A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10. TOWNSHIP 23 N. RANGE 6 EAST, W.M. I,}-'\ I :v.,.'\ '( .lciP 2 ""\(,, . r --' ·~-f,\:s-Sl.'.:-~Ifj--"1-(,s·1J I I I I c~\) tV 0 7 \ 0·" , I I -y?-oY 'i= .... ..J. ---___ ..J I I 4 PROPOSED DRY-WIll LOCAnONS I I I (TYP. 2 PLACES) I I I I 3 I ;;>W -~"! _ I I '\·x.........---I / .' 'AU; I 'w,", ~~ ~(:,~d f1".A$<-*, '" ~ *., I I" ......... 11-"·1_ ,_ -,(.~;G)". ,,-_'-1-_ I '\ ,... ;' r-----::-...,.,,---,-{' .. ". _', \ ~ , "-/, .:.-\ \ I 1---\-' r • • ~ / I 1 ,;-" I \ 7-------, I : LOT 3 : ; \ wi 1 1 __ .:.1_,/ Z !..oJ ~_1,",.......,~L ... 't:.~ ""~I't"' .. ,;..~ I '. l%) I {'I"" b~ I ,/""'. W I ~, ~[;''''=''''''':f~ ~L"l2""-__ ' _____ =_J--U I 1 II ,I ~'_ 1L-/ _ _ /' <t: I J II,' r--j-l __ L ___ , . -.-l I I LOT 1 ,I, 1 / 1 ,/ Q I til 1_ I 1 _~ • I 1 , =--=.,jI,. /~'~"'-/ 1__ . g I U r ., i"'ll~~' ,till ':"lv7 LOT 2 / i :, <t: . ,__ , ," /' • 3: I L.-, "I 1 1 -.-l L_-~--~T'--.J . ~~~'l, '"-. / ' - \ \I.(J,.i.'N ,,<n ~-t';--~ ________ J 7-' ~ '\, '" <i1>i7\ ; '~> ,:' j '-- ---'--;~,~~_-=-1j,:,~ .. ~: __ r: ""', ~~:':" _ '.~:'~-:~;':~_~"i:' ;51~{. i ([",1., "~] """'S) \ ,-_'j;;,_! I " .' .'. . 1 -<II! ---=:--, ---~i----~-::'---J. ]\i..~--:2~_o I iHi!IJ' (, z~~fT~' \. NE 5TH PlACe' .rOw,i)~if /1' ('I -"~.'''''.~ -': ," .. . . . """JCASl:Jj 1, (; lJ't;-' ("J;>,,( iii, W L, __ ~_ -'--_ .... ,~"->"",_. '~'w~.~""~'''''"''~~"''''~'O_" " __ ._~_"";"",:,,,,_,,£~,tt'O. '~)1 1 _ iI, I .~t\.~.,..!!!?-r: .. ) Z - -___ L - _ _ _ _ _ _ _ _ _ _ _ _ ........ , W! :t ~ \ s;.illl:~ '-~ Z' '\ w / \ I!IY'~<.6(\ '\ . 1 \ => / 1, '!.'~I.1Jl (;;:O("-""! \ ,\ .:K' 1 j ,~-1 I ~ I ",,',,'.:.o:·;'I'>'$J '.,: 'I -t.-,,/ i! 0' I 8 ~ ffi ~ ~ t ---~ --j I I i 1 CBI1NPEI RIU-4I52.5 1"" '-.. 1.'!iPf. rtNtt ! ~."" ..... ..., ~ OR'VWtl.lP[R 1000 SF C& Roar "'''' HOT[: [lQ~lINC unun LOCAtiONS 5110 .... H[!tEeN ARE ~"ROXIM"Tt CNlT. IT SHAU. 8f TH[ COHmAC1CR"S IfCSPDNStliU1Y TO O[T[RWIN[ ,wt [XACT V[A1lCAl. AND ~OIlIZQl.l'Al lOCATlOH tY AU. ex_sTlllo UNOUOIlOUNO unllTCS PRIOR TO COWWCHONG CONSTIr\lt:TlON. NO R[f'RE5[M1AnON IS WADE tHoU AU [XIsnNG vlllm[S ARt. SHOW\! HCREON. 11-( EMGlN[[1t ASSulo(S NO R[SPOHSLBUTT fOft ununES NOT SHOWN Oil UlIUlI[S NOl SHO"'" IN f'W[JA PROPCA LocanON. CAll Ba~ YOu DIe:: l-eoo-4z4-m, I ~ IlRTWDJ. DRYWELL }:DCATION -- GRAPHIC SCALE WU .. I I Mtd .. 10"-' I 113 ffi~D ~ illill § 1'1 I ~ 5 ... I ~ A. I; " I Ii 0 III z: I 8 (I) 9 D:: III I " 1&1 I z z ~ 1&1 II " L ~ JOB NO """MO. __ 01'1 3e "-0 ~~ o~ ~~ I>::i Wo ~!Z Ww "'c< ,: ;:;~ H >!Z ~.j E-tIJ ~L -0:: ~~ U .'~ l~ nv~ :rn "&i .~ I, ~ ~@ il a , t~li -I~I -·1 Ii II.~I 1.1. !oJ) " a ~ ! ~ w z w u « -.J CL o U « ~ ~ -L ,-I'; 1'1 W . Z W ::J Z W > « o u « ~ -' A PORTION OF THE SW 114 OF THE SE 114 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. .;: • < ~ <: ~~;~ f-·· t, / '. '\ 'iAi>" . ,;;,S)¥-. j >-'" \,,\i~') -:> / ,.., L. •.• \" _, 10..\\;>--'--" .. <:) OS,;5:-' v' \ ,?~O~ I ~ I '1 I • J I I proposed 8" water main by BJessing Short Plat C;) I~ 8" . I ' proposed sewer main I: 1 ,by Blessing Short Plat G:J"' .. ' ;;I.;Ji ~"" ~ proposed 8" elevation = 446.49 r-------:..·;:;-::---::·-i ~ I / I I ; ;~,T----i : LOT 3: : f ~~;;j,~;ll~~~~:::~::~ : : if. i!d;' I ~ ./ I ,/j~//.I'7..//(h<"",%":'4,"",.~;·t.;~;·~t~;:lL< "~~bj/' .. : I. , . ..1--"-, 'fl, ';;j LOT 2 I 1,1 I I:' j ,:/11 ',:":. ' I .1-I --, \ 'I' ,. I I ,I II t / I sed 1" water service L--I~;f-~. _ .~~~_~>:::,-::._.--=~~ . ilA . .. I--~r .~-; ':":],~;~ "J"-~ .:~ NE 5TH PLAa: 'c,,' ,"-'.;, .. ,;,~;,: /1:) tl .,\ ,:1':.:.;.:.1 i;.~;,> f'(1.' ~'1~ t,t :.f, l' "f. ~ z· wi ::::I z w ~ 8 ffi ... ~,_,'>l_' .~:'" ,{*:. ,; 1',; ~t ,,' NO!'!' [)USlIl'C UlIUlY 1..00t.r'0f0I~ 91C-MDt£O"" .. ..: .. ~ .... 1t QNl T. IT SHAll BE T"HE CQHlRACTQR'S R(SPCNSSIUTY 10 OEl[II'IIIINE It£ EXACT YEltTltAl NoD "eRIZON1 .... LOCAlICN or All [)QsnN(i uNDtRGAOUNO UlIUlrtS PIIIOII' 10 CO .. M£NONQ CONSTRuC1ICN. NO RDlR[S[NTAlICH IS M"D[ THAl AU flI15l1NC ulIU1I£S ,.II'E !H:I~ "E!IEON. THE (NGlN[[R ASSUMES NO RESPCN'SIUI"T fall' ullU1IES NOl 910'" OR utlll"tI[S NOT SHCMN N MJlII' PR~EII' LDCAlICN. CAll 9D"OA[ lOU Ole, 1-800-U.-55!6 GRAPHIC SCALE a 10 20 .. t;;;;;J--I I , /rtqt zr ZO ,.., ,I I i~ I!I' I ' &lllll' §lll i ' IF' I ~ 5 ... ~ i A. ~ VI ~ E 0 ::I: l § U) ~ i § UI Z 0 Ii ~ J!l ! I ~~ ~, NO. owe NO Of 1 .... z ~e n." .... ;!; ",:I: 0'" :1:'" ",," 0:£ "'0 Z .... Zz ~~ ! ~z • 00 , ~~ ~ u~q . ~ ~l L ~~ q~ ! 'i g ~:I 1!i ~1~lll,11 I & /; li ~ g w z w u « -.J Q o U « 5: -.J I " --.L -1';; ';~""'j:'.':'~. '..'L"t~ ... ~.~~j~.~.~ .. ~. W ~H\ .~/ i~'",v" ,IiI Z ?j'k", I. W ~ Z ~ « o u « 5: -.J A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. N01[: D:ISTlHC UTUTl' LOCAlICNS 9-IOWN ~(II£CN AA[ APPRCO .... tt OHL Y. 11 $KtoLL BE 11-£ CONrRAC10R'S Ir~OH5IBllITY 10 OCl["MUI,f TK[ [XACl V[RllCN.. AND HORtZONr ..... lOCA1I(H or ALL [IDSlINC UNO~UHO VnllfT[S Pfa(R ro COM"[NCINQ CONSlRUCTlOtt. NO R[PII[SDHUIOH IS .... or THAT AlL (:o5T1NC UTUTCi ~ 'Sl1~ HfR[ON. THf CHONfER ASSUoIf5 NO Ir[SPONSIBllIT'f F'M ul1UlIES NOl :>'li!, U'!:) I,; :_'" .$-. A~ u / r--;::.-----, , , I, , ,,. , '/1 " : ; r.///////""I";;/§--;;;', : I 'iLOT1i', : 11' il 1,/ ¥: /../..",::.;'$/-'}"; :i " :~I' ,: ,', I I L_ l ., V\Y' -s\:..,o""'~ - i------'~-r;~:::.--.~~' I , : LOT 3 : 1-' , I , ---___ J , , , , I , -\:;::" l. : .> , J ~ 1 1 lit , .( ·H I ---:"-1 01 I 'l ,,... , , , 'w iz , , I LIJ· => I~ < ~ w .... SHO ... eft unum:s NOl SHO ... IN fH[R PltoP[R LOCA1I00I CALL B[Ftlft[ TOY DlQ l-eK»-424-~' PROPOSED LANDSCAPING PER BLESSING SHORT PLAT (lYP.) ~"1 It ,,1:t" "'I:' STREET TREE NOTES: I. TREES TO BE PLAN1[D AT APPROX. JO' ON CENlER. YUH ADJUSTMENTS FOR unUTY F'lxTURE:S AND MAILBOXES. 2. t10U(O'M"ll(RS SHALL BE R(SPONSIBLf fOR TRt:( NAINTENANCE fOR TREES 'MTHIN OR ABUTTINC Lors. 3. STREET TREES SHALL BE: CARPINUS BETULUS (F-"STlCATE EURCP(AN HORNBEAN) 4. STREET TREES 9-iAll BE MIN 50' AWAY FROhI INTERSECTIONS (AS t.4E'&'sURED FROM FACE CF" CURB). LOCA 1£ 5' BEHIND THE ROW LINE (OR CURB Ir NO SIDEWALK). PLANTINU SCI-4EDULE " ® r;A1<PI>W6 eET1JI.I$ (~A$nc;A11! E"""""'" _AMI &' 1.fT. It)'.,,. Oc. (5TREE1 TfQ:E.501 j ",.I,~., ;··::"fl c.;) /;; , . .,; ", ,', .~~ -I' r:,:,~:. V 1/1 CHAiNlOCl<, lOCI< .t: STAPLE TO STAKE 'j'. ")\ (2) 2x2 FIR SlAKES DRIVEN TO R£nJSAI. S[T PlUMB ill INUN[ 2~ LA YEll BAR)( MVLCH ~:::::ai::-~ 2~ DISHED rca:: .-' I TIf\ ~ Pvll e.ACx BJRlIIP TREE STAKING DETAIL N.T.S. AND RhlO'tl(: '!'lIRE .• ilASIC£T 50/50 TOPSOIL/ "ATly[ SOIL MIX PlNH Pit TWlCC 01 ........ or R'OOT8All , GRAPHIC SCALE D 10-lG ~ ~ I fMlI • a".., i ,Ii '1 ~ III' U ilill 0 I ~ 5 ~ A. i i ~ IL ... IIJ ~ m i f j III: 1&.1 Z Z = JOB NO. """ NO. II ~ 8 ~ ...ozLLILZl>OL OFl 3e 0.0 Z Cix 0'" ~~ «2' Wo ~'Z ~~ ." t. r..z ci 00 ie Eo-.~ >z i-l E-c.;j (. ti~ .r~ ~i I!V~ :111 J: .~ ,1 ~ II~ II ~ -r- ~ ~:I ~!I fl.gl I. I. iuJ ~ :1 ~ a ~ g A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 6 EAST, W.t.1. NOl[, [XtSTNti UlIUTT lOCATtClHS SI1~ HER[ON ARt: APf"RO:I(J"U[ ONLY. Ir SMAll B[ TH[ CO'f1RACTO,rs RESPCHSlSlury 10 1)[1[RlltN[ 'fI..It [Ucr VERTICAl AND ~ORIlON1"" LOCAlIo. 1'-'· -,,, I ~I wi ul ::51 0... 1 81 ~\ --l \ r-- ~r.MM'; _c,yi) ,.0(.l\'O..;'--,.'t··· 4 .-{ --1. ----.---...l I I I I ~.. I '--- --'--',. ,-..~--~--·r~~.-;-·'-· .. _1. •.•.. ;""'-_____ ~,.. ..... ) i: ~ " .,,,,, vd>i"""'_"""':=<::I"-' __ ''':'::;~ "\.. 7"---'JJ " .• _, {lit Yi-~~i;b::.:~ l\c.-~~-'_~'._ _ r" =.,.~' .. ,~.,-.:-;, ... ;>?'" / i-,f wt.!b!l"·"·~~0·/ . ( '''fi.7 (S"1>¥C·"l .. W \ . ".' ' .... .", ..!....,r""t>-Sl z ' .-'f ............ -... ~-.. -..... -" ...... . , -----~-----------W /' • \ I::J / "1 I I ~ I 0' <{ o u <{ S: .-J \':' , -: )\ i:2 w -. '-1{ ~f{ HN(.f . -...~..., or All DOS nNQ UNDtAOROUND UlIl/If£S PR£R ro CON"[NaNC CON5rRUCll~ NO II![PR(5[NruCN IS WAO( THAl All EJlC511NC UlIU'b[S AR[ SHO" H[R[o.. THE CNONECR ASSUMES NO R[SPQ.lSIBtUrY feR UlIUlIfS NOl SHQ" OR ummcs Nor S~OWoI IN IN[IR PAOPDl lOCAlIOl CAll S(f"OR[ 'IOU OIC: l~eoo-424-'''''' GRADING QUANTITIES COMPACTED FILL MATERIAL = 610 CU. YDS. EXCAVATION (CUT) = 70 CU. YDS. GRAPHIC SCALE o 10:0 ~ ~ I , IrtUI • ZD ,.., I II§ III11 i ' ~llh E I S II; ~ o I I~, 5 ilL ~ o i lit! 1&.1 Z Z 1&.1 III cJ is 0: II ~ QI ~ Ii Do. I I 9 .. E I t l~ I OAT[ 02/1]/2006 ..08 "" tMC NO. Of 1 3~ 0.." ~~ ~~ a:z "'0 ~tz "'''' IDa: ~z ~ ~~ II u~ u lu ~~ --,-- y I ~11 -~!I ~ III ~I ~I !UJU ~ ~ ~ I 1111 A PORTION OF THE SW 1/4 OF THE SE 114 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. ! ! I i i i i ! ! I i i iw 'Z !w I U ,« 10:: io ,U 1« ,3: 1-1 i i I I I I I I I I I I I I I I I -------t-------~ I I I I I I I I I I 1\ i-------+-----t I I ~ I I I I I I I I I I I I I I I I I \ I \ I " I "CAP LS 37555 ......... ---_---L ____ ~ --__ -L SANITARY SE -------~ WE~lMM-":HOLE -'~-------1E~451.9}~"ADS-S IE_446.47 (8' 55.57' ---Q-'''''' I< ".lZ..(8"';~~::~l I w _C , Z I i i i i i i W ::J Z W > « o U « 3: -1 D\'-J -\\\ M-e '?l{O~o0(\\.i \'2.99 '00{\e~ y::\(\o, <:;,r:;'J\'OOO ?-ecJ'2. 00 0::: W """) 4' 'MRE FENCE FOUND REBAR & CAP lS 37555 SANITARY SEWER MANHOLE R!M_456.87 IE-445.77 (S"PVC-N) IE=445.67 (S"PVC-S) NOTE: EXISTING UllUT"!' LOCATIONS SHOWN HEREON .t.RE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTM. LOCA nON OF ALL EXISTING UND£RCROUND UllU1l[S PRIOR TO COMI.IENClHG CONSTRUCTION. NO REPRESENTATION IS WADE THAT ALL EXISTING unuTltS ARE SHO..,.". HEREON. THE ENGINEER ,6SSUWES NO RESPONSlB1UTY FOR UllunES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BU"OR[ YOU DIG: l-BOO-424-~55 I II~ Ililill ' ~llil ~II L ~ ,II" I S Do ; 0 ::c U) DII: 1&.1 -, u c::: ..... ::J c.. e « (!l ~ ~>­OJ :I: E c.. 8"~ ~8 ~ 20 0 20 J I OJ c.. 00 I- OJ a§ I SCALE IN FEET I BE'QMMEHDED EgB A!!BQ~AL. d i By. Date: ___ ""1'[ ~ By. Oatll: ___ JOB NO. DWG NO By. Oat.: By. Oatc ___ OF 1 3~ a.t; lr~ ~~ «:z' "'0 ~!Z ~~ ~z II ~~ ~~ 8~ U lu d~ f~ -,- ~ I ~:I -~!i ~ ~ ~ ~ I 1111 I. ( ! _L ... <liJ1 , ! A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. proposed 8" water main by Blessing Short Plat 9 :~ proposed 8" sewer main : by Blessing Short Plat HOl[: EXISTING UllUTY LOCATIONS SHO'MII HEREON ARE APPROXIMATE ONLY. IT SHALl BE THE CONTRACTOR'S R£SPONSl81UTY TO DETERMINE THE EXACT 'w£RTlCAI.. AND HORIZONTAl.. LOCATION OF ALL EXISTING UNDERGROUND UTlUITt:S PRIOR TO COWWENCINC CONSTRUCTION. NO REPRESENTATION IS WADE THAT All EKlSllNG Ul1Ul1ES ARE SHOVtN HER£ON. THE ENGINEER ASSUMES NO RESPONSlB!UTY FOR UTlUllES NOT SHOWN OR UTlUTlES NOT SHO".". IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: I-BOO-424-~55 j'l721 r'~drrj~~8"-;OO-446~ .!t r---------~ : LOT 3 I I I -I ;~ : P<>--.:: ,I I I I LOT 1 i I c: "E I ; I I I I I I I I L I -----____ -.l en T :\ ---II < I. B~. VI"M,-~--i I h',· " I /'(.,. • 'If " I ~ 1t~.w..h7 (!IN: ~) i 20 20 40 SCALE IN FEET ffi~, ~ lUll ~n'i o I II~ i II~ ~ ~ It I \J ~ z t-~ A. !5 !i I a. i ~ ~ o IU IU ::c :E I U) ! a:: ~ i 1&.1 ~ Z Q .... is ~ 15 II1II " ~~ is "",.. ~ JOB NO. DWONO. ___ _ Of' 1 ill L... ~~ n ~~ .~ r.1 ~. u~ II ~ ~UI ~~ ~UI -I!!I ~!'":: ~ .;. '" ~ \ tc " ! II i. A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 15 EAST, W.M. NOTE: EXISTING UllUTY LOCATIONS SHOWN HEREON ARE APPROXIWATE ONLY. IT SHALL BE 'fliE CONTRACTOR'S RESPONSIBIUTY TO OETERIolINE THE EXACT 'v£RTlCAl AND HQRIZONT.f.L LOCATION @J @J @)r-LOT 3 r-~-----i I I I I I I I ~N LOT 1 I I QI'_ I L..:..-I : LOT 2 I I I 'V OF ALL EXISTING UNDERGROUND UTlUITES ~IOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS WADE THAT ALL EXlSnNG UTlUTlES ARE SHOWN HEREON. THE ENGINEER ASSUIo4ES NO RESPONSIBIUTY FOR UnUllES NOT SHOWN OR UTlLlnES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 PROPOSED LANDSCAPING PER BLESSING SHORT PLAT (TYP.) STREET TREE NOTES: TREES TO BE PLANTED AT APPROX. 30' ON CENTER, 'WITH ADJUSTMENTS FOR UTILITY FIXTURES AND MAILBOXES. 2. HOMEOWNERS SHALL BE RESPONSIBLE FOR TREE MAINTENANCE FOR TREES 'MTHIN OR ABUTTING LOTS. 3. STREET TREES SHALL BE: CARPINUS BETULUS (FASTIGATE EUROPEAN HORNBEAM) 4. STREET TREES SHALL BE MIN 50' AWAY FROM INTERSECTIONS (AS MEASURED FROM FACE OF CURB). LOCATE 5' BEHIND THE ROW LINE (OR CURB IF NO SIDEWALK). FLANTING SCHEDULE ® @ CAfii,P1N.JS 6ETUlUS (FASTIGATE EU~AN ~AM) 6' !-IT. 3eI'-35' OC. (9TFi!EET fF;!EES) ACER R.ATANOIDES CNOFiWAl'MAR.E) 2" CAL. 5PACII'G AS INDICATED ~., .. ,~, ... ,1 CHAINLOCK, LOCK c!c STAPLE TO STAKE (2) 2.2 FIR STAKES DRIVEN TO REfUSAL SET PLUMB &: INUNE U'"-··"-~ 2-DISHED EDGE PULL BACK BURLAP AND REMOVE 'NIRE BASKET 50/50 TOPSOIL/ NA TIllE SOIL t.lIX PLANT PIT l"NIC£ DIAM. OF ROOTBAll TREE STAKING DETAIL N.T.S. 2(L i 20 SCALE IN FEET , .~. 40 I I II~ Ii II~ .~\y,,-:")~ ~""r. .~ .. ;J~I~i" -\~';!P\ii -~~f:"-~ I ffi~1 ~ ~ ~ ~ ~ ~ ~Inl ~Iill o L III .I~~ I u z ~ 5 .. ri: :::) II. Do j ~ = ~ Ii 0 III ::c :IE ~ II. (I) 9 ~ c.:: III LLI ~ Z 0 Z ~ et LLI Z ED ~ 18 Z ~:s i d DATE ~ JOSNO. ___ ... NO. ____ SHEET OF 1 s~ Q.(; Ii:~ *~ a:z We ~tz WU,J IDa: ~~ n .... E-<~ I::~ ~ t.)\l: ~, ~~ -,- ~ I ~~I -~!I II ~I ~I ~j U-U I ~ ~ I I" . II.~ A PORTION OF THE SW 1/4 OF THE SE 1/4 0, SECTION 10, TOWNSHIP 23 N, RANGE e EAST, W.M. w z w Uj <C .-I 0.. o U <C, ~I .-I "-" -I· I I I '",."'; ': p \)\-.J. \\\ ':f-e ,I B,O~o\J(\\~ r:§3 0 00e J '(.\(\C) O":J\OOO\?: JJ.?:OO<::J \<.eC.1T I' , .... . 1",. ~N,;.'L~f:'tlt:~t/~;'W -"caJ ! "~·:!'~~~:~.,i~·:·';':·.: I 't _,j'2'" ", \ ! w z W :=J Z ~. <C o U <C ~ .-I c"\ V",'f.. , G S'(>.o~ ~~SS\~ OS~\) ~ _'i)?-'i)\.~ V~OV \..~~ 'l' ,'l.!a[;;c;:cA" f ~~;; • A , A ::x A --A . 2, ·2 a I )11::: • II " \ NE 5TH PLACE ,'. \)\-.J. \\\ oy-e ,I BlO co\J(\\~ "3"3 0 00e J '(.\(\C) o":J\OOO\?: JJ.?:oo<::J \<.ec.1t , ~,: ,t' W Z .;t. w ::::l Z w ~ 8 i:2 w ...., ; 20 a 20 40 SCALE IN FEET ';, ','f, ~ " " NOTE: EXISTING unuTY LOCATIONS SHO\fIN HEREON ARE APPROXlW"Tt: ONLY. IT SHAlL BE ll-IE CONTRACTOR'S RESPONSIBIUTY TO DETERIroIINE fli£ EXACT \o(RTlCAl AND HORIZONTAl LOCATION Of ALL EXISTING UNDERGROUND UTlUITES PRIOR TO CONMENCING CONSTRUCTION. NO REPRESENT"T1ON IS WADE n-tAT All EXISTING UTlUTlES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBIUTY FOR UllUllES NOT SHOWN OR UnUTlES NOT SHO\fIN IN THEIR PROPER LOCATION. CAlL BEFORE YOU DIG: 1-800-424-5555 ffiu ~ iU11 §lill lit I i 'I~ ~ ~ ~ ~ 5 ~ II Do i ~ ~ ~ U o .., a :c I ~ en 0 a:: ... " w ~ z Z a S Ii ~ '; m ~ 1m , ~ i .. ,. .J!II.IIIIIlZ!I ....... _ ... _- IRI!I!!'"'" lIP 1 > ... 1\\ l' I III = q.~ .3e1'1 net sAor--+ P/tLi- jC.,C. ra ,ce I ;, ,o.;J.3a5-1-~o " 9/9' NE S/{j PL, ?-erd"l'l} UJ 4. 9go5 Cj 0--0 !" r-J. y A <e<>-: ~', 7;<' "0' n. (. 5 GOes) f'LL b \ t"e::. s+ ri>e+ S :i.:<£/ hD·t-I 5~<50 J-cf-2-51 {:'o , 1-o+-~3 So 8"&--' • .,2-&11 / WI J /2-0 Df'/}Slly 7,~1 0. I ~, q~ tt~ -/-ot 3 5~8-8'~-A, . 35. l fll<}k\ of' 53 r v.ra.~ I /2.0 '9 sewe, I -i I .¢ ........ i UJ 6 z -<io{) ........ 0 ~I WI') ZN '0 6 n~ n . u ~~ W • zv :J:::- .W WUJ 14' j I SHT. '2' .M IWI~ i~' 1.75 .4-N88·20'45"W---- 16' -n----60.02----in- I-10' SIDEWALK & I UTILITY EASEMENT r--.. I SEE NOTE I, SHT. 2 (!) LO I W r--.. I 18 <c' n !'-0 I 5876± S.F. 0 c:i :-0 I (§"~y ~ ~ I .~, l tb ") 'ro ") N8B'20' 45"W 60.02 17 6002± S.F. (@) n o c:i o 10' PRIVATE DRAINAGE EASEMENT TO LOT 18, SEE NOTE 10, SHT. 2 '<fl(j -:':JfO' ~~ ,..J ----------- S ,-"'I! UNPLATTED 1 0' WATER EASEMEJHS REC. NOS. 9504240513, 20000105000508, & 20000105000509 S. LINE N. 330' NE 1/4, SW1/4, SE 1/4, SEC. 10-23-05 W Z W z :J W I 0 I I') r s. LINE N. 330' NE 1/4, SW1/4, SE 1/4, SEC. 10-23-05 N88°20'37"W 170.06 ~~Q 35.65 60.02 VJ N ___ _~--------_--~~--._-~N~8~8~~~0~'~3~7~»W~-1~8~1~.1~6---__ ~_~~ ~-----=-= ---184.06-- - - - - - --- - - --=-=-- - - - - - - - -~ - - - - - --N88'20'45"W-- - --303.20-- - - - - - --- N88'20' 45"W 48.02 255.18 ~ Ei to N -NE 511-1 PLACE N . . ~ N N --=~ ----------~r-------------------~~~~~~~~~~ ~"I --------- w (£) Ul o r o o Z 1 30' INGRESS, EGRESS, UTILITY EASEMENTS -REC. NOS. 5005653, 5246438, 5989934 & 7904120866 2 SEE SHEET 3 FOR CONTINUATION SCALE: 1" 40' n ?n 4.() 80 LEGEND • o SET STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS SHOWN UNLESS NOTED OTHERWISE. FOUND STANDARD CITY OF RENTON CONCRETE MONUMENT IN CASE AS NOTED SET 1/2" X 24" REBAR W/YELLOW PLASTlC CAP STAMPED "CORE 37555" FOUND 1/2" REBAR W/YELLOW PLASTlC CAP STAMPED DCORE 30427" UNLESS NOTED OTHERWISE. SET TACK IN LEAD W/SHINER "37555" ON PROPERTY LINE EXTENDED 4.75 FEET IN UEU OF FRONT LOT CORNERS UNLESS NOTED OTHERWISE. ~ CITY OF RENTON STREET ADDRESS -N 11 16 SEE SHEET 4 FOR CONTINUATION eoRE \; /DESIGN 21' 14' 14711 N.E. 29th PI. Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ", t '" ,~ :=-'\. , I-J>:yw<///////j lk-L~~; /"0.::0'~ ,~ -"\ I~ ')\'J;l i!.'lI!1 ' 1\' " Ii;'~ ~ _______, -~ IA \-J '" -'\-/,/' ::;. / LOT 3 \'r('~" .' 1,1 / rJ~ CSilMAIW IB' Vv11?111 tlRIVfWAY, /I ~ 456_~ .,1:/1- Al?JUSf WCA110N OF PROf'O~l:T ll'Ni?5CAl'INiA ACcor-rill-Ja fO 17R1Vf'NAY W(A110~L SHRUB PL.ANl1NCi DffAIL. NOT TO SCAlE LOT 1 ---j ---tv I rm i i bliMA1W IB' V~tJI~ DRlVCWP,Y, ~ ~ Al?JUSf WCAllON 01' PRor05W ~,~rQ~ ___ / cANt?5CAI'INiA ACCOR17I1-Ja fO i7t:1VfWAY lOCA110N, "S6 _ \, will ::>' '-"I Z' )w /~ 14'N 15'E\~ ',J L \ I_ '~I ~ ~--...... r/ '-:-"''-~~ --1'1 '~9 I U· \ ,,0_ 7/ , ~ ..... \ NE 5TH PLACE t Iffi •. ~'''--L~ _________ " _, ___ , __ ' _' -'---,, ___ ' __ ___.. RHA=454,GG C51IMA1W IB' IWilll17RlVfWAY, Al?JEHOCAIION 01' \ SA~ RII'k ![=, ![=, \ CATCH GASII'!', '~ LANt75CAPr PLAN PROPO':£i7 cANt?5CAPlfIG ACCORDING fO IIrlVfWAY lO(MON, ffi 5CAL.E: 1"~20' NOR111 PLANf 5CH~t7UL~ SYMBOl BOffNlCAl NAMf / COMMON NAMf QUANllfY 51Ze RfMl'RK5 O@J Pqru5 callerqana / 'RWSPll(f' fWV\tRINCi PfAR 9 1.'7" cal, fUll/ v\Ul-i3RANCHW / Rhododendro!l sp, / 'ANfIH I~RU5CHKf' RHOl7lf ® CIsws hqbrldu5 / I;:OCKR05f ~ C"lIun" sp, / 'MW, PINK' HfA1HfR ~ Arclo5laphqllos uva-u,-sl / KINNIKINNIK PlANf2S' OL 10 21"-2'1" ht fUll/ WEU-i3RANCHW 6 2 cpI fUll / YV1:U-i3RANCHW 120 l'lal fUll / Yv'ell-i3RANCHW / l'lANf 50" O,C, 'i'i I 'l"1 fUll / YVlll-i3RANCHW / Pl/INr50" OL U. lREN'OllCtOR\lS8ERHOS£ OR VIInlwjltClo'. MIlt fI[5 """ NOTE: CONTlIACTOII 9W..L 1t01 ORM mtE STAkES THROUGH ,REt IIOOTfWJ. L.AND5CAPf NOrfS L CONTRACTOR SHAlL BE RESPONSIBLE rOR rAt.lILW'lIIING THEMSELVES WITH ALL OTHER sm: IMPROytt,t[NTS mD CONomONS PRIOR TO STARliNG LANDSCAPE WORK. 2. CONmACTOR SHALl USE CAunON WHILE [)(CAVAnNG TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADviSE OWNER or ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-600-'24-5555 3 CON1RACT~ SHALL M.4INTAJN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE By OWNER. 4. CONTR"rOR SHALL BE RESPONSIBLE: rOR CO'-lPUTiNG SPECIFIC OUANTITIES or GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND t.lINI),IUl,I PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOlES. 5. CQNTft.*,CTOR SHAlL BE RESPONSIBLE rOR PROVIDING THE QUANTITIES or PlANTS THAT ARE R[PRESEt(fED 8'1' SYJ,j80lS ON THE DRAWINGS. 6. SU8GRAOE IS TO 8E WITHIN I/IO~ Of ONE FOOT AS PROVIDED 8'1' OTHERS. All PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION I.IATERIAL. ,&.NO ROCKS Aim STICKS LARGER nWI 2" DIAMETER. 7. ,,' DEPTH NEW TOPSOIL IN UEW BEDS SHOWN. ROTOTILL INTO TOP 8· OF SOIL 8. All BEDS TO RECEI'.'E A MINIMUJ,j OF 2" nUE fiR BARK. 9. All PLANT I.IATERIAl. S'IAll BE FERTILIZED WITH AGRO TRAI1SPlAlH FERTILIZER -4-2-2 PER J,jANUfACTURER'S SPECifICATIONS. 10. AU. PlANT I.IATERIAL. 51 'll COIIFORIol TO MN STANDARDS fOR NURSERY STOCK, LATEST EDITION. ANY REPLACEI.lEUlS MAOE ,.. ONCE. A. GENER.6J.. ALL P .ANT J,jATERIAL rvRNISI1ED SHAlL BE HEALTHY REPRES[tITATIV(S, TYPICAL OF THEIR SPECIES OF VARIETY "tiD SHAlL HAVE A NORtAAL GRown .. HABIT. THE'!' SI-Wl. BE fULL, WELL BRANCHED, WELL PROPORTIONED. \NO KAVE A VlGOROUS. WELL DEVELOPED ROOT SYSTEt.l. ALL PlANTS SHALL BE ~DY UNDER CLlM"TlC COt/DmONS SIt.AtLAR TO THOSE III THE LOCAUT'!' Of THE PROJECT. B. TREES, SHRUBS. AND GROUtlD COVER: QUAlHlTlES. SPECIES. AND VARI£TIES, SiZES AND CutlOtTIONS AS SHOWN orl litE PLANTIrlG PlAIt PlAIlTS TO BE HEAlTHY, VIGOROUS, WEll fOLIATED WHEN tN lEAF. fREE or DISEASE. INJURY INSECTS, DECAY, HARMFUL DEFECTS. AND "ll WEEDS. NO SUBSTITUTIONS SHAlL MADE WITHOUT \ RJnEN APPROVAl. FROM lA/iDSCAPE "RCHITECT OR OWNER. II. tlO SUPPLWEtHAL IRP. ~A1JOI1 tS PROPOSED. PROPOSED PLAm MAoTERlAl IS DROUGHT TOlERANT ONCE ESTABUSHED. 20 40 BO ~H d! ! aU ~h >-~-,", -' " ~ .~ «. -fJ N > L l'-"1"10 00 R3~S< >-~6~~ ~'5~ui~ -7~~~'f ~G:~~~ > ~l'-DT / N C) >-' > -~ ~I.L. -' \L 5:lL"-' <' > t-« -I z ~ c.? z s: U) c( c.. Z~ ... :5 0::0.. Ow ::I: 0.. (/)~ o::~ w ~z Z ~ Z ~ W u. 0 aJ ~ U OF 1 DEDICATION KNOW All WEN B'I' THESE PRESENTS THAT WE mE UNDERSIGNED OWNER(S) OF' INTEREST IN THE LAND HEREBY SHORT SUBOMDED, HEREBY D£ClARE THIS SHORT PLAT TO BE THE GRAPHIC . REPRESENTATION OF THE SHORT SUBOMSION MADE HEREBY, AND THAT SAID SHORT SUEIDtV!SION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF' THE OWNER(S). • IN WITNESS WHEREOF WE HA.VE SET OUR t-lA.NDS ,.t.NO SEALS. lANGLEY DEVELOPMENT GROUP INC., TIMBERlAND Bt.NK A WASHINGTON CORPORATION C. THOt4AS AND IMRYL C. FOSTER TRUST LEGAL PESCRIPTION ~ THE SOUTH 120 FEET OF THE NORTH JJO FEET OF· THE NORTHEAST QUARTER Of THE SOUTHWEST QUARTER OF THE SOUTHEAST OUNnER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WJ-A., IN KING COUNTY, WASHINGTON EXCEPT THE WEST 480 FEET THEREOf. PlJlW.JI A NON-EXClUStVE EASEMENT FOR INGRESS AND EGRESS O'v'£R THE SOUTH 30 fEET OF THE NORTH 360 fEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST OUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 2:5 NORTH, RANGE S EAST, W.M., IN KING COUNTY, WASHINGTON. . EXCEPT ~Y PORTION l'f1NG WITHIN .COUNTY ROADS." ACKNOWL EOCMENIS STATE or, WASHINGTON COUNTY Of ________ _ ) )SS ) I CERTlFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE ~T . IS THE PERSON WHO APPEARED BEFORE ME, ~~E~~~:i~T~~s ~~~~~~E~ci ~~cU¥~~ifr~~~~D ~~'S,i~~~~~ED °t+ ~n~HE OF LANQl.EY DE"VEI.OPWDIf GROUP, lie .. /Ii WMHINIJTDN CORPORAllON TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY F"OR THE USES AND THE PURPOSES UENTIONED IN THE INSTRUMENT, OAn:O _________ _ SIGNATURE OF" NOTARy PUBUC MY. APPotNTMENT [XPlRES STATE OF WASHINGTON ) )55 COUNTY OF ______ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE T~T IS THE PERSON WHO APPEARED 8EF"ORE ME, ~frE~'~TE~~~sA~t~~i~gE~o T~~c\ii¥~~~~u~~O AN~rsAC~~~R~t~g:.TED o~ ~T~HE OF T1UB!RLNfD BANK TO BE THE FREE AND WLUNTARY ACT SUCH PARTY FOR TIlE USES AND THE PURPOSES MENnONEO IN mE INSTRUt.lENT_ DATED ___ _ SIGNATURE OF NOTARY pueuc ___ -'-____ ._. __ MY' APPOINTMENT EXPIRES STATE OF WASHINGTON ) )55 COUNTY OF ____ ) I CERTIFY THAT I KNOW OR I-IAVE SATISFACTORY EVIDENCE THAT --___________ --=--.:...... IS THE PERSON WHO .APPEARED BEFORE ME, ~fT£~~f~~~s ~~f.?crR~i~gE~o ~~c~(~~~rr?~U~~~~D ~~'SA6~~l~t~~D o~ ~T~HE ----_______ OF C. lHOMAS #liD r.wM. C. FOSI£R 1RUSf TO 8E THE ~~E I~UV~~~~TARY ACT SUCH PART'( tOR THE USES. AND THE PURPOSES t.lENTIONEO IN DATEO ______________ . __ SIGNATURE OF NOTARY PUBLIC _______ . ____ _ MY APPOINTMENT EXPIRES _..:...-. ____ --:.: BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N.,F:. 5 E., W.M. RESTRICTIONS Of RECORP I. SUSJECT TO EASEMENT roo INGRE.SS AND ECRESS, AND THE TERMS AND CONDITIONS rHEREOf AS RECORDED UNDER RECORDINC NUtolBER 760317067B. 2. SUBJECT TO ROAD MAINTEN.ANCE PROVISIONS, AND THE TERMS AND CONDITIONS THEREOf loS RECORDED UNDER RECORDING NUMBER 6807010506. EASEMENT PROYISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILInES SERVING SUBJECT PLAT. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET. PARALLEL WITH AND ADJOINING THE STREET FRON1AGE or All LOTS AND TRACTS, IN WHICH TO INSTALL LAY, CONSTRUCT, RENEW, OPERATE AND MbdNTAIN UNDERGROUND CONDUITS, Ml-INS, CAOL[S AND WIRES WITH NECESSARY FACIUTIES AND OTHER EQUIPMENT tOR THE PURPOSE OF SERVING THIS SUBDMSION AND OTHER PROPERT'!' WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WI rH IH~ RIGHT TO ENTER UPON THE LOTS AT ALL TIt.4ES FOR THE PURPose I-jEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHAll BE RESTORED AS NEAR AS ~'OSSIBlE 10 THEIR ORIGIN,.I,L CONDITION BY THE unLll'f. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE N SHALL BE Pl.ACED OR BE PERMInEO TO HE PLACED UPON Atfl' LOT UNLESS THE SAME SHALL 8E UNDERGROUNO OR IN CONDUIT ATTACHEO TO A 8UILDING. CITY OF RENTON APPROVALS QILOf ewmN PLANNING I BUILPING. I PUBLIC IItORKS DEpARTMENT EXAMINED AND APPROVED THIS __ DAY OF __________ • 20 __ . ADMiNiSTRArOR-·---~--- DEPT OF ASSESSMENTS EXA~IN[D AND APPRQII[D ntiS ____ DAY OF ________ , 20_. KINGCOUNl'f~R-----OCPUTY ASSESSOR ------ RECORDING CERTifiCATE rilED FOR RECORD THIS ____ OAf OF ________ , 20 ___ AT ______ M. IN BOOK ____ or SURVEYS. AT PAGE _ AT THE REaUEST OF _______ _ MANAGER-------SUPT.O"F RECORDS- SURYEYOR·S CERTIfiCATE I, CHRISTOPHER SHANE BARNES, IIERtBY CERTIFY tHAI '[HIS SHORT PLAT IS BA'iEO ON AN AClUAL SURVE'!' IN SECTION 10, TOWNSHiP 23 NORTH, RANGE 5 WT, W.~1., THAT THE DISiANCES. COURSES AND ANGLES ARE SI'10WN CORRECTLY HEREON; THAT HiE LOT AND BLOCK CORNERS AHE STAKED CORRECTLY ON THE GROUND, AND THAT I'HAVE rULlY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATIJTES AND REGULATIONS GOI/ERNING PLATTING. _lk: _______ _ CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CER1IFlCATE NO. 35145 zc :IIlN'; OJ' DATE ---- LANGLEY SHORT PLAT for DEV. GROUP, 6450 SOUT!-iCENTER BLVD VICINITY MAP INC. '_I Mead Gilman & Assoc. • . Professional Land Surveyors P. O. BOX 289. WOODINVILLE. WA 98072 PHONE: (.25) 486-1252 FAX: (425) 486-6108 DRAWN BY: MRP CHKD 8"(: CS8 JOB NO: 07099 SHEET: 1 OF X ~;" . I" I. I I 1 ~I -JI 1 ~I 1 c.J I ~ 1 BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. PARCEl, NO 10'23059308 EAST LINE or THE NE I/o$., or THE SW 1/4 .............. 1 Of THt SE 1/4 OF SECTION 10-2J-05E l N 88'20'J5" W 181.18' t 1 5002 I 10115 I 16.01 1 1400 FND 1/2" RiC "8HI LS.-I 11332" 0.15' S &: 0,10' E Of CAIC'F.O pas 16' __ \--14' __ ~I 8 ~ I~ l:l 8 3 5.056 sq.ft "--rOUND 1/2" REBAR WITH SMASHED CJ>P 0.1 r s &. O.OZ' W or CAlC'ED pas ~.,;:1 '"-I 1 I 1 NEY BB001{G [-to 227 pCS. VOL. ' DW [[/ 36-40 :J I 5,6155qft L N 88'20'35" W l0L12' ~ -t-I~ w OF RENTON FOR ROAD ;:, I q RECORDING OF THIS t THIS PORTlON TO BE OEOICATED TO THE CllY 1 I 1 I I 1 I ~ ------__ -.l -..1-7-_FOUND 4"X4" CONe. MON. IN CASE _ j w/ 1 3/4" BRASS DISC AND PUNCH LS137555 0.12' 5 AND O.D1' E OF , CALC'EO pas. (3/06) ----~- ~I -------+ -------~I "\ I ()I ~I -J --, ~ 0 ~ ~ ~ ~ •• -I Scale 1 " 20' .MEBJQJAti PLAT OF MORGAN PLACE VOLUME 205 OF PLATS, PAGE 70, RECORDS OF KING COUNTY, WASHINGTON EQUIPMENT & PROCEDURES A 5" [1 ECTRONIC TOTAl STATION WAS USED FOR TI-I15 FIElD TRAveRSE SUR\i(y. ,ol.CCURACY !.IEETS OR EXCEEDS WAC. 3.37-130-090 REFERENCES 1 PU<T OF MORGAN PLACE, AS RECORDeD IN VOL 205 OF PU<TS, AT rAGE 70, UND[R RCC. NO 20060522900007 2 rLAT OF HeNEY BRDJI<E AS RECORDED IN VOL 227 OF PLATS, Al PAG~S 35-40, WID!::R REC. NO 2005031G001299. Wl.Ellil. o S!:.T 1/2" X 24~ RE8AR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMA'I &: ASSOCIAIES 29276/32434/35145/.36311" (EXCEPT AS OlHERWISE NOT£!)), ( 0 W ~I ~ z zia 2 6,155 sq,n. ~~:::~TCH~~~ ~~~~~l PROV1srONS, SHEET 1. I ~ I 1 :" . PURPOSES UPON THE ~ ~ SHORT PLAT, zi w :n / 1 rOUND 1/2~ RiC '15 87693~ 0.12' -----~ _ __ / '0,0 5 &. 0.06' E or CALC'ED POS - -''lf~O'~o,· I -----r--75.45' b,i.!'. " . 1 T 125 45' ? 'JO --I JO ACCESS EASEMENl PER _ _ ---1..... _ . R~2 REC. NO. 76003170768 _ 167.10' N N 88.20'35-W FOUND 1/2" REBAR WITH 181.10' SMASHED CAP 0.56' fl &: __ I 30J 14' j ----,---N88'Z2rrw- -~-['O'-:C[55 E,.I.S(M[NT P(:--1- / REC. NO. 7603170768 T 11 BBObK£ HONEY 7 pcS. VOL 22 ' 1 1 T 1 0.02' E OF CAl C'ED POS NE 5TH PLACE -~-- DJV J[! 36-40 SHORT PLAT for -'1 -~ -l"n (),Lu ~ ::r: <: ~ ~I~ I~ "JI"'C ~ "\ 1-16 21· t"-I~ l FOUND 1 1/2" BRASS rj SURFACE "ION, wi PUNCH. FOUND 03" BRASS SURFACE~ 1 I CITY OF RENTON CONTROL MONUMENT Wi PUNCH POINT 1852. (3/27/05) STAMPED 10/15. (3/27/06) I __ _ ~ 1.31.1.2..§..' I 132128' 12'011 15 -1 (BASIS OF BEARINGS) r1 88'21~9~W 264~ ;,,-/15 /'i~9a ~~~ /-:\~«'L~~).'i'.;~· C CITY OF RENTON CONTROL • "''i''ie;~'L q" 'tI I,.IOIIUMENT 1851. ~IOT VI~S..l\/" g1.'L\ ,~ , Mead Gilman & Assoc. LANGLEY DEV. GROUP INC. [£I FAX: (425) 486-6108 £'45,-, ..,(jUTHCENTER 8LVD DRf.WrJ RY: !,I,!:P CHI(O BY: C.-;8 JOB NO: 07099 SHEEr: 2 OF 2 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 • CITY OF RENTON BS PAGE001 OF 002 12/06/2007 11 :S4 KING COUNTY, UA • roperty Tax Parcel Number: lO 2~. Project File #: Street Intersection: fJE: '5 2/ ~ M Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . GrHntor(s): GrHntee(s): t.lANhLBj c:bVa..o~@ovr , f IJG. I. City of Renton, a Municipal Corporation 2. 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 ~ L.F. of Water Main t,0Q~40 L.F. of Water Main L.F. of Water Main each of " Gate Valves each of " Gate Valves each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size ~ 9 55 L.F. of ::::::fl 2 1 'I:. Sewer Main lID L.F. of ~ " ~. ':t:. Sewer Main L.F. of ~ Sewer Main \ each of " Diameter Manholes each of " Diameter Manholes each of " Lift Stations STORM DRAINAGE SYSTEM: Length Size ~ ~2 L.F. of ~ 12,\L. StonnMain L.F. of " Storm Main L.F. of " Storm Main each of Storm Inlet/Outlet l each of "1~ Storm Catch Basin each of " Manhole STREET IMPROVMENTS: (ln~ludi!!g Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk ~ L.F. Asphalt Pavement: (00 SYor L. F. of ____ Width STREET LIGHTING: 0 # of Poles __ ... _"'--__ _ By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfullv claimin or to claim the same. This conve ance shall bind the heirs, executors, administrators and assi ns forever. O:\Fonns\PBPW\BILLSALE2.DOC\bh Page I I • OF, said Grantor has caused this instrument to be executed thi ' Notary Seal must be within box Notary Seal must be within box O:\Fonns\PBPW\BILLSALE2.DOC\bh INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF W ASlDNGTON ) SS COUNTY OF KING) ., 1-. " I certifY that I know or have satisfactory evidence that ClI V\1V( l T fus ---;---::--:--:-c:---:--7'j"c-~::--o-=-----:-:---signed this instrument and acknowledged it to be@ler/their free and voluntary act for the uses and purposes m ioned in' en REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WASlDNGTON ) SS COUNTY OF KING ) I certifY that I know or have satisfactory evidence that ________ _ _________________ signed this instrument, on oath stated that helshe/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 STATE OF WASlDNGTON ) 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 helshe 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 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 DEED OF DEDICATION Project File #: 111111 1141 43.00 Property Tax Parcel Number: 102305-9306 Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): l.Lan e Develo ment Grou ,Inc. 1. Ci of Renton, a Munici al Co LEGAL DESCRIPTION: (Complete Legal Description provided on page 2 of3) A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington. 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. Aonroved and Accented Bv: Grantor(s): Notary Seal must be within box STATE OF WASHINGTON ) SS :t'" COUNTY <;>~G ) ~r . On this I day of ffld:::t" ,49----, before me personally appeared (!}/rrhJn T· '"f=osf-t:;r to me known to be PreiJ'difrt: 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 . ent and that the seal affixed is the corporate seal of said corporation. d fo e State of Washington ~l&IU b~ S.o~ My appointment expires: 511 q It 0 Dated: loh \0( ;)...<XJ7-0f/~ Page 1 of3 E2321711 11/27/2007 14:22 KING COUNTY. IJA S!LAEX $10.00 .. $0.00 PAGE001 OF 001 I EXHIBIT A DEED OF DEDICATION LEGAL DESCRIPTION THAT PORTION OF THE FOLLOWING DESCRII3ED PROPERTY: THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, WASHINGTON. EXCEPT THE WEST 480 FEET THEREOF. BEGINNING AT THE SOUTHEAST CORNER OF THEREOF; THENCE NORTH 0°13'15" EAST 120.04 FEET; THENCE NORTH 88°20'35" WEST 30.01 FEET; THENCE SOUTH 0°13,'15" WEST 86.69 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 91°26'02"; THENCE NORTH 88°20'43" WEST 125.46 FEET; 'THENCE SOUTH 0°11'06" WEST 7.71 FEET; THENCE SOUTH 88°20'35" EAST 181.10 FEET TO THE POINT OF BEGINNING; EXPIRES 5/191 Cc ~e. 20f3 \ \, ~ . ! , , 1 . ......, ~C) ':j- ~: I ~~ klVj ~ ~ ~fi: 0 N .- fB t\.' ~f::j W ~. I: <0 C).(j P .-~~ .- b 0 z n ~ N ~ -~ r-: " PARCEL NO. 1023059308 N 88°20'35" W 181.18' 151.17' 30.01' THIS PORTION TO BE DEDICATED TO THE CIlY -"" OF RENTON FOR ROAD PURPOSES. ~ 4,907 sq. ft. to co L=39.90· R=2S.00 l>=91·26·01" ~ o ci N ..- w ~ ~ t') ..- b o I N 88'20'43" W 125.46' _t--t~~~+~~~----~~----~ z N 21' N 88"20 35:-w W i 181.10 1 1 + _ N 88'20'43" W . Y NE 5TH PLACE ~ I~ CJ p::1w ~I~ 2" :141 I SCALE: 1 "=40' p(t~e, ~ D~ ? SW 1/4. ~E 1/4. SEC. 10, TWP. 23N., RGE. 5E., W.'" Mead Gilman & Assoc. ProfessionaJ Land Surveyors P.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM DATE: November 19,2007 TO: Bonnie Walton, City Clerk's Office FROM: Carrie K. Olson, Plan Review x7235 ® SUBJECT: BENNER SnORT PLAT LUA05-113-SBPL Attached please find two sets of the above-referenced original mylars and three paper copies of the mylar for recording with King County. The recording instructions in order are as follows: 1. Record the short plat mylars. 2. Record the Deed of Dedication document and request King County to write the recording number in the space provided on the short plat mylar on sheet 2 of 2. 3. Request King County to return one of the executed mylars to us for our records. Please have the Courier take these documents via 4-hour service. A check in the amount of $17.97 made out to Velocity Express is attached. According to Finance, the King County recording fees for this and all subsequent plat recordings should be charged to account #000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. cc: Kayren Kittrick (Notice of Recording) Jan Conklin (Please provide PID/recording #'s to Sonja, Carrie, and Patrick) Patrick (Notice to final short plat on Permits Plus) Carrie Olson (provide any unpaid SOC/SAD fees to Jan for posting to parcels on Permits Plus) Yellow File \\l:\PlanRevieW\COLSON\Shortplats 2007\Benner SHPL 13m ClerkRecord.doc DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM November 16, 2007 Gregg Zimmerman, PBPW Administrator Carrie K. Olson, Plan Review x7235 (§J BENNER SHORT PLAT LUAOS-l13-SHPL • Technical Services and Development Services have reviewed and recommended approval for the above-mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Yellow File \\I:\PlanRevieW\COLSON\Shortplats 2007\Benner SHPL 12m ZimSign.doc PUBLIC WORKS INTAKE FORM Date: t-...1v~ flo, 7£ffl Plan Reviewer's Name: CAf2--~ e bL-:So~ Project N~me: ecfl)l}J~ Bb-te>~T ~T Name & Phone # of Contact Person: tAtJs~ eJ~r Engineer's Name & Phone#: tj~ _ 4'l-O-ZYJ..::4l7- Construction Permit Number/LUA Number: __________ _ What is the purpose of your submittal?: fn~; {4J pp TWD S-§T5 ~(bNtD Yvl141MS) dtEU;: ~t'2--<&(](17 -h> V~!lQ D . 'A-z. NOT FOR BUILDING PERMIT REVISIONS. CITY 'ott RENTON , Kathy Keolker, Mayor, 'PlanninglBuilding!PublicW~rks Department ' Cregg 'ZimmermanP .E., Administrator , , November 16, 2007 "Mr. Derrell Offe 'Offe Engineers 13932 SE 159th Place Renton WA 98058, SuBJECI': ' ," :". " Dear Mr. Offe: ' ,BENNER SHORT PLAT LUAOS-U3-SHPL ' The 'review subn:rittal' on the above-mehtioneq short plat has been completed and the following comments have 'beenretunled. ' , , ,,' , , , ' , SHORT PLATREVIEW COMMENTS: (These itemS are required to be completed prio~ torecordil1g of the sh~rt ' plat.) • ' , ' , ' ,1. Pay the Transportation and Fire 'Mitigation Fees in theaII1()untof$2,4I1.5ounderJ~~A05-113lTlllde 'payable, to, the ,City of Rerttc:m. These fees may be paid at the Customer SetViiesCounfer on ,the 6th floor of Rentoil, City HalL " "'" " , "" ' ,When the ab'ove it~msare com~leted, you may subinitthe si~ed and n~tarizt(d shortplatmylar(~ileorigu.~l " , "~yiar~nd ople copy(on my~ar)ofeacll ;s~eet)aiml~,witha~heckin:theamoun,t: of $, 7~~7(cuITeI1t c:ourier fee) " made out to VelocitY Express; ", , , ' ' , " .. '".. .".",., The Deed rifriedicati~Il' document thatwa.sacceptedby Council and signed'lii ihe :Mayor ,Will accompany the 'short platmylars'!oKil1gCouIityfor recordiIig." , ' " '" " ' , ,Should you rieect,to discuss anyportiori ~itliisletter please contact we at (425}430-7235. " ·Sincerely, .. , . '"' :~., . . .", . ~ .. ~. C~iPe'K.OIsori ',',' , DeV'eIopment Services; plan Review ' " 'pAXEri TO£ 'Thomas F()ster~Langley DevGroup:' 425486-6108 .. cc: Yellow File .:-.r :. :" i:\planR~view\C()LsON\Shortplats2007\Be~i:rSllPLIILRequestMYlarStop;doc ":~ " , ' -:....-.-'-'--~-,-:....-., '~19-'-55""""", -So":"-u-'-'lli-G-ra-d-:-y";"w-a-y~~ ~R-'-en-to-n-,W--"---'.as--"h~in-gio-n---" -9-80-5-7 ----",---;---~, .---, ~-,-"'. R.ENTO N' ., ~ , " , , .' ," " , , "'A~EAD OF THE C,', lJRV'E, ' , \VC This P<iPer contains 50% recy<::ied materiai, 30% post,,:,,n;;umer DATE: TO: ROUTE TO: FROM: SUBJECT: • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM July 12, 2007 Rick Kokko, Plan Review Kayren Kittrick, Plan Review Ii n Carrie Olson, Plan Review l/J BENNER SHORT PLAT LUA05-l13-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Letter of Compliance, Density Worksheet, Restrictive Covenants, Deed of Dedication • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars: Status Of: Ac:ceoted Related NA 1. Projec:t#S Comments 7: / As-Builts ./ ,- Cost Data Inventory vi Bill of Sale V Easements (V/~ y (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication 1. ;.~ Square Footage: 7,070.22 .. Restrictive Covenants A:JJ¢.~-1./ Maintenance Bond . Release Permit Bond i ~. t{ Comments: df c::,' ,() APproval'~ ~ 1\a\t\d£, K Kittrick --+---+----.H-----~, Dale # Cc: Yellow File DATE: TO: FROM: SUBJECT: .-ee CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM October 4, 2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 BENNER SHORT PLAT LUAOS-l13-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Deed of Dedication • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Cc: Yellow File I:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 07m PR-TS ReviewStart.doc DATE: TO: FROM: SUBJECT: ee CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM October 12, 2007 Andrea Petzel, Planner Carrie Olson, Plan ReViewc{J BENNER SnORT PLAT LUAOS-l13-SHPL Attached is the LUA folder for the short plat. We are in the final review stage of recording this short plat. If you find any short plat requirements that have not been properly addressed, please let me know. Please return comments and folder to me by Monday, October IS, 2007, so I can proceed to fmal recording. Thanks. • Landscape drawings were approved 10-07-07. • Demo Pennit B90S6S0 was finaled 11-28-0S. • $2,411.S0 mitigation fees on two lots will be paid prior to recording. /I I ! I ' ! Approval: +i---r'-b'-.....I£~:....looI!~'t-'---'E:...>.,~p>o.,;:-==--~=--------:, Date: , urea Petzel, Planner Cc: Yellow File I:\planReview\COLSON\Shortplats 2007\Benner SHPL 09m Planning ReviewStartdoc DATE: TO: FROM: SUBJECT: e-e- CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM October 4, 2007 Jan Conklin, Development Services Carrie K. Olson, Development ServiceslPlan Review x7235 BENNER SnORT PLAT LUA05-l13-SHPL A copy of the above mentioned short plat is attached for your information. If you have comments or changes in addressing, please let me know. \\l:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 08m JanC.doc Printed: 11-16-2007 Payment Made: ~YOFRENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-113 11/16/200701:52 PM Receipt Number: R0706192 Total Payment: 2,411.50 Payee: LANGLEY DEVELOPMENT GP INC Current Payment Made to the Following Items: Trans Account Code Description 5045 304.000.00.345.85 Fire Mitigation-SFR 5050 305.000.00.344.85 Traffic Mitigation Fee Payments made for this receipt Trans Method Description Amount Payment Check #1038 2,411.50 Account Balances Amount 976.50 1,435.00 Trans Account Code Description Balance Due 3021 5006 5007 5008 5009 5010 5011 5012 5013 5014 5015 5016 5017 5018 5019 5020 5021 5022 5024 5036 5045 5050 5909 5941 5954 5955 5998 303.000.00.345.85 000.345.81.00.0002 000.345.81.00.0003 000.345.81.00.0004 000.345.81.00.0006 000.345.81.00.0007 000.345.81.00.0008 000.345.81.00.0009 000.345.81.00.0010 000.345.81.00.0011 000.345.81.00.0012 000.345.81.00.0013 000.345.81.00.0014 000.345.81.00.0015 000.345.81.00.0016 000.345.81.00.0017 000.345.81.00.0018 000.345.81.00.0019 000.345.81.00.0024 000.345.81.00.0005 304.000.00.345.85 305.000.00.344.85 000.341.60.00.0024 000.341.50.00.0000 650.237.00.00.0000 000.05.519.90.42.1 000.231.70.00.0000 Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Home Parks Rezone Routine Vegetation Mgmt Shoreline Subst Dev Site Plan Approval Temp Use, Hobbyk, Fence Variance Fees Conditional Approval Fee Comprehensive Plan Amend Fire Mitigation-SFR Traffic Mitigation Fee Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 Printed: 03-01-2007 Payment Made: ~OFRENTON 1055 S. Grady Way Renton, WA 98055 Utility Services Permit RECEIPT Permit#: U060154 03/01/200702:01 PM Receipt Number: R0700887 Total Payment: 9,044.81 Payee: LANGLEY DEVELOPMENT GROUP INC Current Payment Made to the Following Items: Trans Account Code Description 4028 000.343.20.00.0000 Public Works Inspection 4033 407.343.90.00.0003 Stormwater Insp Approval 4040 426.388.10.00.0020 Spec Util Connect Sewer 4042 406.343.90.00.0002 Sewer Inspection Approvl 4045 426.388.10.00.0031 Spec Assmt Dist, Sewer 4069 427.388.10.00.0040 Spec Util Connect Stormw Payments made for this receipt Amount 1,822.76 849.70 3,051.00 852.95 950.40 1,518.00 Trans Method Description Amount Payment Check #107 9,044.81 Account Balances Trans Account Code Description Balance Due --------------------------------------------------------------------- 4028 000.343.20.00.0000 Public Works Inspection .00 4033 407.343.90.00.0003 Stormwater Insp Approval .00 4040 426.388.10.00.0020 Spec Util Connect Sewer .00 4042 406.343.90.00.0002 Sewer Inspection Approvl .00 4044 406.322.10.00.0015 Sewer Permit .00 4045 426.388.10.00.0031 Spec Assmt Dist, Sewer .00 4050 000.322.40.00.0000 Right-of-way Constructn .00 4056 425.388.10.00.0010 Spec Util Connect Water .00 4057 405.343.90.00.0001 Water Inspection Approvl .00 4059 405.388.10.00.0013 Misc. Water Installation .00 4061 407.322.10.00.0020 Storm Water Permits .00 4069 427.388.10.00.0040 Spec Util Connect Stormw .00 Remaining Balance Due: $0.00 e CITY OF RENTON Construction Permit Permit Number: U060154 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Work Description: INSTALL UTILITIES & ROADWAY IMPROVEMENTS Job Address: Owner: 5220 NE 5TH PL BENNERSP LANGLEY DEVELOPMENT GROUP INC 6450 SOUTH CENTER BLVD STE 106 Contractor: SEA TTLE, WA 98188 FRONTIER CONSTRUCTION INC PO BOX 7570 KENT, WA 98042 Contractor License: FRONTCI001B1 Contractor Phone: 253-639-9345 City License: 26812 Contact: LANGLEY DEVELOPMENT GROUP INC Contact's Phone: 206-244-0122 Other Information: Date of Issue Date of Expiration Date Finaled 03/0112007 08/28/2007 Work Order Parcel Number Inspector's Name Inspector's Phone 87031 9968850020 It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 425-430-7203 one working day in advance for inspections. Locate utilities before excavating. Call before you dig -48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. x Subject to compliance with the Ordinances of the City of Renton and information filed herewith permit is granted. Applicant Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. ENGOI 12100 bh ;11· /(: • I MAILBOX REQUIREMENTS jNOTICE FOR ALL N-EW PLATS AND SHORT PLATS City of Renton Development Services Division 1055 South Grady Way-Renton. WA 98055 Phone: 425-43()"7200 Fax: 425-43()..7231 ;The Post Office wants to be involved In helping you locate your maHboxes before construction_ begins. Please take a copy of your plat map along with this form to the City of Renton Post bmce. 314 Williams Avenue South~ for their sign-off. Please submit a signed copy of this form With your application. ! ~ i p,roperty Ii; l"-IJ ~ ~ rl, Loca~:.~~~ __________ ~ ____________________________ __ q.,ner's N~'~ sf"-#"P I'J,M' Phone 20ft, ~umber: 1J,M. r:;;( 0 ~ Land Use Application Number: 0 e;;,. II? P~st Office ApprovaJ:C2pLU1oGL V\I\ N J;vl Date:. _________________ r:--- Q:\W~B\PW\DEVSERV\Forms\Planning\mailbox.dOC I i , , ee ee Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 DEED OF DEDICATION Project File #: Property Tax Parcel Number: 102305-9306 Street Intersection: ration A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington. 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. Aooroved and Acceoted Bv: Grantor(s): Grantee(s): City of Renton ~~£4a e~. ~AII~ at.1(llpn<aJ-6~:I'~rk'. ~~ // •. ~ I~ . ~~.~ .. ~~.: .. ~ ~ . Mayor Ka Keolker ~./ ~::J ...... : Notary Seal must be within box ~ '-J: uJ~·~ ~b;,;j, City Clerk Bonm.e I. Wal ton ' .. ~ .,~.~.~ : v'.. ' ...... : ~ ~ .. fr \; " STATE OF WASHINGTON) SS • : :"~ t ., • COUNTY Q~G ) -:?Il1J On this I day of &d" ,-49---.l; before me personally appeared (!It'i1-!vn T ro..rf-e,y to me known to be ere",/di;''tf: 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 . t and that the seal affixed is the corporate seal of said corporation. No Publi / d fo eState of Washington Notary (Print) ~UIAJl b ~ s.o.Q)Y1 My appointl?ent exptres: 5/, q 110 Dated: 10 I \ \01 Page 10f3 _e ee EXHIBIT A DEED OF DEDICATION LEGAL DESCRIPTION THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, WASHINGTON. EXCEPT THE WEST 480 FEET THEREOF. BEGINNING AT THE SOUTHEAST CORNER OF THEREOF; THENCE NORTH 0°13'15" EAST 120.04 FEET; THENCE NORTH 88°20'35" WEST 30.01 FEET; THENCE SOUTH 0°13'15" WEST 86.69 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 91°26'02"; THENCE NORTH 88°20'43" WEST 125.46 FEET; THENCE SOUTH 0°11'06" WEST 7.71 FEET; THENCE SOUTH 88°20'35" EAST 181.10 FEET TO THE POINT OF BEGINNING; ~e. 2of3 ........ ::::;C) ':;j- ~: I ~~ ;,. ~ VJ' 0 ~Cj ci '" C)Q., ..... ~~, ~~ W ~. It CO ~~ P ..... ~~ ..... b 0 z ee t') ~ N ~ ~ -~ r--: r-- ee PARCEL NO. 1023059308 181.18' '51.'7' 30.0" THIS PORTION TO BE DEDICATED TO THE CITY-", OF RENTON FOR ROAD PURPOSES. ~ 4.907 sq. ft. to !X) L=39.90· R=2S.00 ';=91'26'01' ..... t") ..... b o I N 88·20'43" W , 25.46' .t--t~~i.~~~~----~~----~ z N 2" N 88-2035 W t 181.10' ___ ..:..:...N....:::88·20·4_3_ .. -,-,-W __ 2' . t NE 5TH PLACE 1 1 SCALE: 1 "=40' PQlke, ~ D~ ? SW 1/4. ~E 1/4. SEC. 10, lWP. 23N .• RGE. 5E., W.M 2 & &_ 2 Mead Gilman & Assoc. 1I1R -" Professional Land Surveyors • • I~;".! P.o. BOX 289. WOODINVILLE. WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 _e PLEASE TYPE OR PRINT REAL ESTATE EXCISE TAX AFFIDAVIT This fonn is your receipt when stamped by cashier. CHAPTER 82.45 RCW -CHAPTER 458-61 WAC FOR USEATCOUNTYTREASURER'SOrnCE (Use Fonn No. 84-0001B for Reporting Transfers of Controlling Interest of Entity Owner.;hip to the Department of Revenue) TillS AFF1DA VIT WILL NOT BE ACCEPTED UNLESS ALL AREAS 1-7 ARE FULLY COMPLETED Nmne __________________________________________ _ Street (same as Grantor information) City/State/Zip Name City of Renton, a MuniCipal Corporation Street 1055 South Grady Way City/State/Zip Renton Wa (8055 ALL TAX PARCEL NUMBERS Portion of tax parcel #(5) ASSESSED V AWE If TAX EXEMPT • LEGAL DESCRIPTION OF PROPERTY SITUATED IN 0 UNINCORPORA TEO, ________ COUNTY • OR IN CITY OF Renton Street Address (if property is improved): 5.:l1? fliP-5~ Plo...ciZ- Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW YES NO Classified as current use land (open space, farm Id !Wi and agricultural, or timber)? Chapter 84.34 RCW Exempt from property tax as a nonprofit organization? Chapter 84.36 RCW Seller's Exempt Reg. No. Receiving special valuation as historic property? Chapter 84.26 RCW Properly Type: III land only [J land with previously used building U timber only Principal Use: 0 Apt. (4+ unit) o timber 0 agricultural [J other o land with new building o land with mobile home o building only o residential o commercial/industrial (1) NOTICE OF CONTINUANCE (RCW 84.33 OR RCW 84.34) new owner(s) of land that is classified or designated as current use or forest land wish to continue the classification or designation of such land, the new owner(s) must sign below. If the new owner(s) do not desire to continue such classification or designation, all compensating or . additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the seller or transferor at the time of sale. The county assessor must deterntine if the land transferred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. If it no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land o does 0 does not qualify for continuance. Date _____________ _ DEPUTY ASSESSOR (2) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) If the new owner(s) of property with special valuation as historic property wish to continue this special valuation the new owner(s) must Sign below. If the new owner(s) do not desire. to continue such special valuation, all additional tax calCulated pursuant to Chapter 84.26 RCW, shall be due and payable by the seller or transferor at the time of sale. (3) OWNER(S)SIGNATURE Description of personal property included in gross selling price, both tangible (eg; furniture, equipment, etc.) or intangible (eg; goodwill, agreement not to compete, etc.) If exemption claimed, list WAC number and explanation. WAC No. (Sec/Sub) --.:4..:.5..:.8-,;.6~1.:...A.:....-2=_0.:....5:...._ _________ _ Explanation Transfer;6govemment for public purposes Type of Document Deed of Dedication Date of Document ______________________________ _ Gross Selling Price $ ____________________ O=-.:.::O~O Personal Property (deduct) $, _____________________ _ Taxable Selling Price $, _____________________ _ Excise Tax: State $, _____________________ _ Local $ _____________________ _ Delinquent Interest: State $, _______________________ _ Local $, _____________ _ Delinquent Penalty $, ________________________ _ Total Due $, ___________ ~O~.O~O A MINIMUM OF $2.00 IS DUE AS A PROCESSING FEE AND TAX. AFFIDAVIT I Certify Under Penalty of Perjury Under The Laws of The State of Washington That The Foregoing Is True And Correct. (See back of this form). Signature of /7 A / _ A ~ Grantor/Agen~~ Name (print) c... ~ffIQS FB.sfe- Signature of Grantee/Agent_-L~ ____ ~f-~~~~~~~~ __________ _ Name (print) _...:..:.'--..1..-._....::.....:.....:....::..=..:....... ____________ _ Date & Place of Signing: Renton Perjury: Perjury is a class C felony which is punishable by imprisonment in the state correctional institution for a maximum term of not more than five years, or by a fine in an mnount fixed by the court of not more than five thousand dollars ($5,000.00), or by both imprisonment and fine (RCW 9A.20.020 (I C). REV 84 oooia (3-18-99) (PO 4-05-00) FOR TREASURER'S USE ONLY []COUNTY TREASURER []DEPT. OF REVENUE []COUNTY ASSESSOR []TAXPAYER e • e • '. "19··' _., -"--'.-.-.. ' . . SHORr PLAT SW 1/4, SE 1/4, SEC. 10, T.23N., R.5 E.," W.M. I t· I I _ ... _ ..... 20 mo.. 1 jz~ R/C"BHI LS. 11332·0:15' 5'&:0.10' EOFCALC'ED POS. ·····17'· .;;. o d N 5O.0Z' 1 5;616 Sq.ft; PARCE~9~g$ t 023n . . ... 101.15' s ci ' .. Ul 5.056·sq.ft, ;., "" N - LUA-05-113-SHPL LND-20~0427 EAST UNE OF THE NE 1/4. OF THE '5:ft 1/4 ............ 1 OF THE SE 1/4 OF SEC110N 10-Z3-05E' l 181.18' 16.01' 14.00' 181.10' b.I t, .... ;., ... b o z FOUND l/Z" REBAR WIllI SMASHED CAP 0.11' S &: O.OZ' W OFCALC'ED POS. ntIS PORttONTO 'BE . DEDICATED TOntEcrtY OFRENTONroRROAD . PURPOSES UPONlME RECORDING ·OF ntis SHORT PLAT. FOUND 1/2"RE:8ARWri'H SMASHED CAP 0.56' N &: O.OZ' E OF CALC'E:oPOS. From: To: Date: Subject: Hey Darrell- Richard Moreno Engineers, Offe 11/09/20078:40:51 AM Re: Benner Short Plat I have yet to receive as-builts nor have I received final walkthrough approval from the inspector. I will notify you when this has been accomplished. >>> "Offe Engineers" <darrell,offe@comcast.net> 11/08/20076:36 PM >>> Everything has been completed on this project. Can we submit the final mylars for recording? Darrell Offe Engineers 13932 SE 159th Place Renton, Washington 98058-7832 Business: (425) 260-3412 Fax: (425) 988-0292 Email: darrell.offe@comcast.net cc: Olson, Carrie DATE: TO: FROM: SUBJECT: CITY ()I' HI;N I UN RECEIVED ADMINISTRATIVE, JUDICIAL, AND OCT 18 2007 LEGAL SERVICES DEP ARTMENTBUILDING DIVISION MEMORANDUM October 18, 2007 Carrie Olson, PBPW -Development Services 0" Cindy Moya, Records Management Specialist LUA-05-113 SHP, Benner Short Plat -Deed of Dedication The attached Deed of Dedication and Real Estate Excise Tax Affidavit documents have been fully executed and is being returned to you. Thank you! Attachments DATE: TO: FROM: SUBJECT: ee CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM October 16, 2007 City Clerk's Office Carrie K. Olson, x723~ Development Services~view BENNER SnORT PLAT LUAOS-l13-SHPL Deed of Dedication CITY OF RENTON f\V OCT 1 ($ 2007 vtl J RECEIVED /'fJ" CITY CLERK'S OFFICE Attached is the original Benner Short Plat Deed of Dedication document that was accepted at the Monday, September 24, 2007, council meeting. Please route for signature by the Mayor and City Clerk and return to me for further processing. Thanks. Also, have Mayor sign one original Real Estate Excise Tax Affidavit form and return. cc: Yellow File \\TS_SERVER\sYS2\COMMON\I:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 10m RequestMayor-ClerkSignDeed.doc 24,2007 Citizen Comment: Slayden - Langley Ridge Final Plat, NE 26th St, FP-07-059 CONSENT AGENDA Council Meeting Minutes of 9/17/2007 CAG: 07-160, Duvall Ave NE Water & Sanitary Sewer Main Installation, Shoreline Construction Community Services: Community Center HVAC System Emergency Repairs, Hermanson Mechanical Development Services: Benner Short Plat, ROW Dedication, Jericho Ave NE, SHP-05-113 Police: Renton Transit Center VIDA Program, Securitas Security Services USA SAD: Earlington Sewer Interceptor CAG: 05-195, Central Plateau Interceptor Phase II, Roth Hill Engineering Partners CAG: 05-147, Hazen 565- Zone Reservoir Design, RH2 Engineering Separate Consideration Item S.e. Plat: Langley Ridge, NE 26th St, FP-07-059 Renton City Council Minutes 326 Bob Slayden (Renton), who owns property on the Langley Ridge plat, indicated that Langley Development purchased property from him and has been very accommodating to him during the construction. He encouraged the Council to move forward with the approval of the final plat, as the longer the matter is held up, the more money he loses. Mayor Keolker recommended that the matter be held for at least a week in order for the issues to be resolved. Items on the consent agenda are adopted by one motion which follows the listing. Item 5.e. was removed for separate consideration. Approval of Council meeting minutes of9117/2007. Council concur. City Clerk reported bid opening on 9119/2007 for CAG-07 -160, Duvall Ave. NE Water and Sanitary Sewer Main Installation; 16 bids; engineer's estimate $1,095,087.23; and submitted staff recommendation to award the contract to the low bidder, Shoreline Construction Co., in the amount of $775,296.13. Council concur. Community Services Department recommended approval of a service repair order with Hermanson Mechanical for emergency repairs to the HV AC system at the Renton Community Center in the amount of$32,000. Council concur. Development Services Division recommended acceptance of a deed of dedication for additional right-of-way to widen Jericho Ave. NE and NE 5th Pi. to fulfill a requirement of the Benner Short Plat. Council concur. Police Department recommended approval of a contract with Securitas Security . Services USA, Inc. in the amount of$28,957.39 (three months) to provide Visitor Information, Downtown Assistance (VIDA) program security and ambassador services at the Renton Transit Center. Council concur. Utility Systems Division requested authorization to establish the Earlington Sewer Interceptor Special Assessment District in the estimated amount of $341,410.04 to ensure that project costs are equitably distributed to those who benefit. Refer to Utilities Committee. Utility Systems Division recommended approval of Addendum No. 1 to CAG- 05-195, agreement with Roth Hill Engineering Partners, LLC, for additional work on the Central Plateau Interceptor Section II project in the amount of $20,501. Council concur. Utility Systems Division requested approval of Addendum No.1 to CAG-05- 147, agreement with RH2 Engineering, Inc., for additional work related to the Hazen 565-Zone Reservoir project in the amount of $29,900. Council concur. MOVED BY NELSON, SECONDED BY CLAWSON, COUNCIL APPROVE THE CONSENT AGENDA AS AMENDED TO REMOVE ITEM 5.e. FOR SEPARATE CONSIDERATION. CARRIED. Development Services Division recommended approval, with conditions, of the Langley Ridge Final Plat; 34 single-family lots on 34.05 acres located in the vicinity of SE May Valley Rd., Coal Creek Parkway SE, and NE 26th St. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL TABLE CONSENT AGENDA ITEM 5.e. UNTIL 10/1/2007. CARRIED. CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div/Board .. Staff Contact ..... . Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 For Agenda of: September 24, 2007 Agenda Status Consent. ............ . Public Hearing .. AcceptC;lnce of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Ordinance ............ . Benner Short Plat (LUA05-113). Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Administrative Report and Decision Recommended Action: Council concur Fiscal Impact: N/A Old Business ....... . New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept ........ . Finance Dept ..... . Other .............. . Expenditure Required.. . Transfer/Amendment. ..... . Amount Budgeted....... Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X Dedication of 4,907 s.f. ofland for additional right-of-way to widen Jericho Ave NE and NE 5th Place, is required to comply with City of Renton code for new short plats and the Benner Short Plat (LUA05-113). Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 05m AGNBILL.doc Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 DEED OF DEDICATION Project File #: Property Tax Parcel Number: 102305-9306 Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ " Grantor(s): Grantee(s): I.Langley Development Group, Inc. 1. City of Renton, a Municipal Corp<>ration LEGAL DESCRIPTION: (Complete Legal Description provided on page 2 00) A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington. 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. Aooroved and Acceoted Bv: Grantor(s): Notary Seal must be within box Grantee(s): City of Renton Mayor City Clerk STATEOFWASmNGTON )SS COUNTY~G ) ;:lbD=I-- On thisJ2 . day of ~ 19-, before me personally appeared cl \. T. 'fV to me known to be £dMiVi+"" of the cofporation that exccutOO the withjn instrUment, WId acknowledge the said instrummt to be the thle and volUJdalY ad and deed of said ClOlpOl'IItion, for the ~ and purposes therein mentioned, and each on oath stated that hclshe was authorized to execute said insttument and Chat the seal affixed is the oorpomte ... of said corporation. I EXHIBIT A STREET DEED OF DEDICATION LEGAL DESCRIPTION THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, WASHINGTON. EXCEPT THE WEST 480 FEET THEREOF. BEGINNING ATTH~ SOUTHEAST CO~NER OF THEREOF; THENCE NORTH 0°13'15" EAST 120.04 FEET; THENCE NORTH 88°20'35" WEST 30.01 FEET; THENCE SOUTH 0°13'15" WEST 86.69 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 91°26'02"; THENCE NORTH 88°20'43" WEST 125.46 FEET; THENCE SOUTH 0°11'06" WEST 7.71 FEET; THENCE SOUTH 88~20'35" EAST 181.10 FEET TO THE POINT OF BEGINNING; ~ ~C) "1- ~. I ~~ 1: ~&]' 0 ~Cj ci N aQ., .- fS~' ~~ I.&J ~...;j I: co P §g~ .-.- b 0 Z n n-- N ~ . ~ ": PARCEL NO. 1023059308 N 8fr20'35" W 181.18' 151.17' 30.01' THIS PORTION TO BE DEDICATED TO THE CITY -:-'" OF RENTON FOR ROAD PURPOSES. ~ 4,907 sq. ft. to IX) ~ o ci N .- w ~ ~ ttl .- b o I' N 88"20'43" W 125.46' J -tl--';::t-r.~~~----!.£.!!2-..--+-.-" z N 2" N 88-2035" W 181.10 t --N 88'20'4_3"_W __ ------''--- II I • I ! U -; 1 1 2{ NE 5TH PLACE 4, SEC. 10, TWP. ZJN~ ROE. iE. W Mead Gilman & Assoc. Professional Lfu'1.d Surveyors P.O. BOX 289! V·'OOD~~.JVlLL[! \&iA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 -- VICINITY MAP Sf .;J ·ci .> :;:) C iLl .z loJ ~. ..... PROJECT LOCATION SE ··128TH S REPORT & DECISION REPORT DA TE: , Project Name Owner/Applicant: Contact: File Number Project Description , Project Location Project Location Map City of Renton Department of Planning / Building / Public Works ADMINISTRA TIVE SHORT PLA T REPORT & DECISION September 28, 2006 Benner Short Plat Langley Development Group 6450 Southcenter Blvd. #106 Seattle, WA 98188 Darrell Offe Offe Engineer~ 13932 SE 159 Place Renton, W A 98058 LUA-05-113, SHPL-A I Project Manager 1 Valerie Kinast, Associate Planner The applicant, Langley Development Group, Inc. is requesting Administrative Short Plat approval of the subdivision of an existing 21,739 square foot (0.50 acre) lot into 3 lots. The zoning designation is Residential-8 (R-8) dwelling units per acre and the resulting density would be 7.69 du/acre. The existing single-family residence and garage would be removed as part of this short plat. Lot 1 would have access from NE 5tfi Place, and Lots 2 and 3 would have access from the extension of Jericho Rd. NE. areas on the site. 5218 NE 5th Place There are no known critical N t SHPLRPT OS-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A B. GENERAL INFORMATION: 1. Owners of Record: Langley Development Group 64S0 Southcenter Blvd #106 Seattle, W A 98188 2. Zoning Designation: Residential-8 dulac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) Page 2 4. Existing Site Use: The site has a single-family residence and garage proposed to be removed. 5. Neighborhood Characteristics: 6. 7. North: Single Family Residential (R-8 zoning) East: Single Family Residential (R-8 zoning) South: .. Single Family Residential (R-8 zoning) West: Single Family Residential (R-8 zoning) Access: Site Area: , NE Sth Place and extension of Jericho Ave. NE 21,739 square feet/O.SO acres C. HISTORICAUBACKGROUND: Action Comprehensive Plan Land Use File No. N/A Ordinance No. S099 Date 11/0112004 Zoning . Annexation N/A N/A S100 4924 11/01/2004 1210S/2001 D. PUBLIC SERVICES: 1. Utilities Water: The proposed project is within the water service area of Water District 90 (WD 90). The ~pplicant submitted a Certificate of Water Availability from K.C. Water District #90. The proposed project is located outside an Aquifer Protection Zone. Sewer: There is an 8-inch sewer main on Jericho Ave NE (SE corner of the project site). There is also an 8-:inch sewer main along NE Sth Place. Surface Water/Storm Water: A storm drainage plan and drainage report was provided. The applicant is proposing dry wells for the individual lots. This project drains to the Maplewood Creek sub- basin. Streets:: 28 ft. of pavement is in place along NE 5thPlace. 2. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter4 Property Development Standards Section ~-4-030: Development Guidelines and Regulations 3. Chapte~ 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards SHPLRPT 05-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 3 Section 4-7-150: Streets-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element -Residential Single Family 2. Community Design Element G. DEPARTMENT ANAL YSIS: 1. Project Description/Background The applicant, langley Development Group, is proposing to subdivide an existing lot into three new lots for eventual construction of detached single-family houses. The proposed lot is 0.50-acre (21,739 square feet) and zoned Residential - 8 dwelling units per acre (R-8). An existing single-family house and garage would be removed. The lots would be between 5,058.8 sq. ft. and 6,190.4 sq. ft. The proposal for the eventual development of a three-lot subdivision, with deductions for dedication of right-of-way on NE 5th Place and Jericho Ave. NE, would have a net density of 7.69 dwelling units/acre. The topography of the subject site is generally flat, with Alderwood series soils. The applicant submitted a conceptual landscape plan with proposed street trees and two new trees per lot. 2. Environmental Review Except when lolcated 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 the report. 5. Consistency Short Plat Criteria Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the short plat: a) Compliance with the Comprehensive Plan Designation SHPLRPT05-113.doc The· site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map\ Lands in the RSF deSignation are intended to be used for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger subdivision, 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: Policy LU-147. Net development densities should fall within a range of 4.0 to B.O dwelling units per acre in Residential Single Family neighborhoods. The'proposed project for three lots would arrive at a net density of 7.69 dwelling units per net acre, which is within the allowable density range. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-OS-113, SHPL-A Page 4 minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. The'proposed project site is less than an acre (21,739 sq. ft. or 0.50 acre). All of the proposed lots are equal to or exceed the minimum lot size of 5,000 square feet. Policy LU-1S2. Single-family lot size, lot width, setbacks, and impervious surface should be su~cient to allow private open space, landscaping to provide buffers/privacy without extensive fenCing, and sufficient area for maintenance activities. The proposed new lots would meet the required lot size, width, and setbacks to create sufficient front, rear, and side yard areas. Policy LU-1S4. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. The site would be divided into three rectangular lots that are similar in size, orientation and building envelopes to other development in the neighboring area. Approval of this application would not decrease the quality of life for residents in the immediate vicinity. Polilcy CO-12. Infill development, defined as new short plats of nine or fewer/ots, should be encC?uraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The proposed short plat would subdivide an existing lot into three lots. The existing residence would be removed, thus allowing two new single-family dwellings to be constructed, which will update the housing stock in the existing neighborhood. b) Compliance with the Underlying Zoning Designation SHPLRPT 05-113.doc The: subject site is deSignated Residential-8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of three new single-family dwelling units with the removal of the existing single-family structure and garage. 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. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. The short plat would require dedication of approximately 4,768.7 sq. ft. of public right-of-way, resulting in a net site area of 0.39 acres. Based on three lots, net density would be 7.69 (3 units/0.39 acres) dwelling units per acre, which is within the allowable density range for the R-8 zone. The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and 20 feet for an attached garage, side yard is 5 feet, side yard along a street is 15 feet for the prirri,ary structure and 20 feet for an attached garage and the rear yard is 20 feet. The allowed lot dimensions for the R-8 zone are minimum lot width of 50-foot for interior lot, 60- foot for corner lot and minimum lot depth of 65 feet. As proposed, lots 1 and 3 are interior lots with a width of 50.02 feet and a depth of over 100 feet. lot 2 is a corner lot. It is 62.27 feet wide and over 100 feet deep. All lots comply with lot dimension requirements. The :allowed building lot coverage in the R-8 zone is 35 percent or 2,500 square feet whichever is greater for lots over 5,000 square feet in size and lots 5,000 square feet or less are allowed a maximum of 50 percent lot coverage. The existing residence and garage would be removed as a condition of the short plat approval. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. The lot coverage for the new lots would be verified at the time of building permit review. The parking regulations required that detached or semi-attached dwellings provide at minimum of two off-street parking spaces. As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements will be verified at the time of buil~ing permit review. City of Renton PIB/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A PageS c) Community Assets The City's landscape code (RMC 4-4-070) requires all short plats to provide a 5-foot landscaped strip in the front yard area of lots that abut a public right-of-way. The applicant will be required to install a 5-foot landscaped strip along the frontage of NE 5th Place and Jericho Ave. NE within the proposed lots. In addition, the applicant will be required to plant two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 - 8 feet in height (conifer), within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted as part of the proposed land use application showing the two new trees per lot. The 5-foot landscape strip was not shown. Staff recommends that as a condition of short plat approval the applicant be required to submit a detailed landscape plan, which includes the items listed in the definition of detailed landscape plan in RMC 4-8-1200(12). The required landscape areas must be irrigated or use of drought-resistant plants. d) Compliance with Subdivision Regulations Streets: The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. One new lot (credit given for the existing residence) is expected to generate approximately 19.14 (9.57 trips x 2 lots) new average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x 19.14 trips = $1,435.50) and is payable prior to the recording of the short plat. Blocks: No new blocks will be created as part of the proposed short plat. Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the R-8 zone. Each lot is rectangular in shape; Lot 1 is oriented to NE 5th Place and Lots 2 and 3 are oriented to Jericho Ave. NE. The minimum lot size for parcels less than one acre in the R-8 zone is 5,000 square feet. With lot sizes ranging between 4,812 sq. ft. and 5,895 sq. ft., the proposed short plat meets the minimum lot size requirements. The-dimensions of the proposed lots meet the minimum width and depth requirements (see discussion under Compliance with the Underlying Zoning Designation) and are compatible with -other existing lots in this area under the same R-8 zoning classification. In addition, the lots appear to contain adequate building areas for the construction of suitable single-family residences when taking setbacks and lot coverage requirements into consideration. These requirements will be r~viewed at the time of building permit application. , The 'size, shape, orientation and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone. e) Reasonableness of Proposed Boundaries Access: Lot 1 would front onto NE 5th Place, and Lots 2 and 3 would front onto Jericho Ave. NE. Topography: The topography of the subject site is generally flat. Relationship to Existing Uses: The properties surrounding the subject site are single-family residences and are deSignated Residential - 8 Dwelling Units Per Acre (R-8) on the City's zoning map. The proposal is for two additional lots, which complies with the density allowed in the R-8 zon~. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourages residential infill development. f) A vai/ability and Impact on Public Services (Timeliness) SHPLRPT 05-113.doc Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. A Fire Mitigation Fee, based on $488.00 per new single-family lot with ,credit given for the existing single-family residence, is recommended in order to mitigate the I City of Renton P/B/PW Department e Administrative Land Use Action REPORT AND DECISION DATED September 28, 2006; PROJECT LUA..()5-113, SHPL-A Page 6 proposal's potential impacts to City emergency services. The fee is estimated at $976.00 ($488.00 x 2 new lots = $976.00) and is payable prior to the recording of the short plat. Schools: According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed short plat~would result in a maximum of one additional student (0.44 X 2 lots = 0.88 rounded up to 1) to the local schools (Maplewood Heights Elementary, McKnight Middle School and Hazen High School). It is antiCipated that the Renton School District can accommodate any additional students generated by this proposal. Storm Water. Due to downstream flooding and erosion problems in the area, staff recommends thatthe project comply with the 1998 King County Surface Water Design Manual Level 2 standards for both detention and water quality. The applicant has submitted a drainage report titled Report- Limited Hydrological Services, Roof Drainage and Infiltration, completed by Icicle Creek Engineers, dated August 29, 2006, addreSSing storm water drainage design. Staff recommends that the applicant be required to follow the recommendations found in the report as a condition of short plat approval. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq. ft. with the condition that this be placed on the face of the short plat prior to recording. A copy of the modification is attached to this report. A Surface Water System Development Fee is required upon development of the site, and will be charged at the current rate of $759.00 per new single-family lot. The fee is payable prior" to the issuflnce of the utility construction permit. To ensure the upkeep of the proposed stormwater facilIties, staff recommends as a condition of the short plat approval, the applicant establish a Home Owner's Association or a maintenance agreement to maintain the stormwater facilities. Additionally, to control the runoff impact during site preparation and grading, the applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) deSigned pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume" of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. Water and Sanitary Sewer Utilities: The site is within the water service area of Water District 90 (WD 90). The applicant has submitted a certificate of water availability from WD 90. The required fire flow for single-family residences is 1,000 gpm, and a fire hydrant is required to be located within 300 feet of all single-family residence. A water service line to the two new lots shall be provided. New water service stubs to each lot must be installed prior to recording of the short plat. There are 8-inch sewer mains located in Jericho Ave. NE and NE 5th PI.. The sewer line must be extended along the extension of Jericho Ave. NE. The proposed short plat shall provide separate side sewers stubs to each building lot. No dual side sewers are allowed. Each new lot must be served with an individual side sewer at a minimum slope of 2 percent. Sewer stUb-outs must be I installed prior to the recording of the short plat. A System Development Charge of $1,017.00 per each new lot is required. The site is also subject to an East Renton Special Assessment District fee.·· These fees are payable at the time of issuance of a utility construction permit with credit given for t~e existing residence. H. Findings: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Benner Short Plat, File No. LUA-05-113, SHPL-A. 2. Application: The applicant's short plat application complies with the requirements for information for short plat review. The applicant's short plat plan and other project drawings are contained within the official land use file. SHPLRPT 05-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 7 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Single Family (RSF) land use designation. 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential Single Family - 8 (R-8) zoning designation, provided all advisory notes and conditions of approval are complied with. 5. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided all advisory notes and conditions are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North: Residential Single Family (zoned R-8), East: Residential Single Family (zoned R-8); South: Residential Single Family (zoned R-8); and West: Residential Single Family (zoned R-8). 7. Setbacks: The setbacks for future development on the proposed lots would be evaluated based on the standards applicable to lots along streets existing as of March 1, 1995. The front yard setback of proposed Lot 1 would face NE 5th Place, and that of Lots 2 and 3 would face Jericho Ave. NE 8. System Development Charges: A Water System Development Charge, a Surface Water System Development Charge and a Sewer System Development Charge, at the current applicable rates, will be required for the each new single-family residence as part of the construction permit. ; 9. Public Utilities: The applicant will be required to install individual sewer and water stubs to serve the new lots: I. Conclusions: 1. The subject site is located in the Residential Single Family (RSF) comprehensive plan designation and complies with the goals and policies established with this designation. 2. The subject site is located in the Residential - 8 Dwelling Units Per Acre zoning designation and complies with the zoning and development standards established with this deSignation provided all advisory notes and conditions are complied with. 3. The proposed three 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. 4. The proposed three lot 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. J. DECISION: The Benner Short Plat, File No. LUA-05-113, SHPL-A, is approved subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. The app,licant shall pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 3. The applicant shall comply with the recommendations contained in the "Limited Hydro geological Services -Roof Drainage Infiltration" report, dated August 29, 2006. 4. The applicant shall pay the required Fire Mitigation Fee based at the rate of $488.00 per new single- family lot with credit given for the existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 5. Due to downstream flooding and erosion problems, staff is recommending a condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 6. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the plat in order to establish maintenance responsibilities for this development. A draft of SHPLRPT 05-113.doc e City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DArED September 28, 2006; PROJECT LUA-05-113, SHPL-A Page 8 the document(s}, if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to the recording of the plat. 7. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction .Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: TRANSMITTED this 28th day of September, 2006 to the Owners/Applicants: Langley Development Group 6450 South center Blvd #106 Seattle, WA 98188 TRANSMITTED this 2d" day of September, 2006 to the Contact: Darrell Offe Offe Engineers 13932 SE 159th Place Renton, WA 98058 TRANSMITTED this 2dh day of September, 2006 to the Parties of Record: N/A TRANSMITTED this 2dh day of September, 2006 to the fol/owing: Larry Meckling, Building Official Stan Engler, Fire Marshal Neil Watts, Development Services Director Jennifer Henning, Principal Planner Jan Conklin, Development Services Carrie Olson, Development Services South County Journal Land Use Action Appeals & Requests for Reconsideration o1J~~j{)o ~ The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator 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 Administrator finds insufficient 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 following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on· October 11, 2006. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton . City Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, t055 South Grady Way, Renton, WA 98055. EXPIRATION DATE: The: Short Plat approval will expire ~o (2) years from the date of approval. An extension may be requested pursuant to RMC section 4-7-080.M. SHPLRPT05-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 9 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shall be permitted on Sundays. Property Services 1. Please see attached comments from Property Services. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. Plan Review -Water 1. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. Plan Review -Sewer 1. A sewer main extension along the extension of Jericho Ave NE will be required. The sewer main shall be installed at a depth and slope that will allow sewer extensions to the north. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. This parcel is subject to the East Renton Special Assessment District (SAD). Fees are collected at the time the utility construction pSrmit is issued. 4. A Sewer System Development Charge of $1,017 per new building lot is payable at the time of issuance of utility construction permit. Plan Review -Surface Water 2. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq.ft. with the condition that a note be placed on the face of the short plat stating this limitation. 3. A Surface Water System Development Charge of $759.00 per each new single-family lot is payable at the time of issuance of a construction permit. Plan Review -StreetsfTransportation 1. A code modification has been granted to reduce the dedication to 30-foot for Right-of-Way along the extension of Jericho Ave NE, with a minimum of 20-foot pavement. The code modification was condition upon installation of "No Parking" signs; curb and gutter and landscape along the eastern edge of the pavement; fencing if a rockery is needed along the new ROW. . 2. Dedication of 15-foot radius will be required along NE 5th PI and the extension of Jericho Ave NE. 3. Dedication of a minimum 7-foot for Right-of-Way will be required along the frontage of the parcel with NE 5th Place. 4. Street improvements including, but not limited to: paving, sidewalks, curb and gutter, storm drain, landscape and street signs will be required along the frontage of the parcel with the extension of Jericho Ave NE and along NE 5th PI. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General ; 1. All plans shall conforin to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete, three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fees shall be submitted to the 6th floor counter. SHPLRPT 05-113. doc ~ ~ 5 • ;~ a ... 'z t" ;P. nil ~ A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10. TOWNSHIP 23 N. RANGE 5 EAST. W ..... I ~ .'. -I l' ..... " .. ' --,,' I I I I I I I I I I I I I I I I I ~ '. '. ,_ I -.,. "" ,-t ----.. w z I I '\ w UI 51 0.., ~ \)\-.1, \ \ 0 0 e I 'O{ r,\~ \..Io(le'j J,,'''~ (, ,r_Qf:>''2.~<:!J ". <:§)';j:l'u 01 <->, ~I ...J \'>.eL t?. '. " i H ,'_ 1_. _ .... ___ • ". .. __ ~ ........ " I KIl"'A8T SUfi! YA!!P.;'; ,8, -W Z W \ ::> 1 ~ , > ! ~ I 0 U ~ 3: ...J I I : 2 I .. -I I r---.... 0'1;"'\ I 1 I I -lrJ~U~· I 4 ~ , ~G S~ --, . .J I 'Ifr ,.S,!: _"'... I O~OS"-,\ t-.}:J'J' ---. 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I , NIt -l/JfNI e ~ ;III o I 5 a. t; i cJ is ri: I E ~ f I 9 ... § I / September 24, 2007 Citizen Comment: Blayden - Langley Ridge Final Plat, NE 26th St, FP-07-059 CONSENT AGENDA Council Meeting Minutes of 9117/2007 CAG: 07-160, Duvall Ave NE Water & Sanitary Sewer Main Installation, Shoreline Construction Community Services: Community Center HV AC System Emergency Repairs, Hermanson Mechanical JliDevelopm~nt Services: Benner Short Plat, ROW Dedication, Jericho Ave NE, SHP-05-113 Police: Renton Transit Center VIDA Program, Securitas Security Services USA SAD: Earlington Sewer Interceptor CAG: 05-195, Central Plateau Interceptor Phase II, Roth Hill Engineering Partners CAG: 05-147, Hazen 565- Zone Reservoir Design, RH2 Engineering Separate Consideration Item S.e. Plat: Langley Ridge, NE 26th St, FP-07-059 ee Renton City Council Minutes Page 326 Bob Blayden (Renton), who owns property on the Langley Ridge plat, indicated that Langley Development purchased property from him and has been very accommodating to him during the construction. He encouraged the Council to move forward with the approval of the final plat, as the longer the matter is held up, the more money he loses. Mayor Keolker recommended that the matter be held for at least a week in order for the issues to be resolved. Items on the consent agenda are adopted by one motion which follows the listing. Item 5.e. was removed for separate consideration. Approval of Council meeting minutes of9/17/2007. Council concur. City Clerk reported bid opening on 9/19/2007 for CAG-07-160, Duvall Ave. NE Water and Sanitary Sewer Main Installation; 16 bids; engineer's estimate $1,095,087.23; and submitted staff recommendation to award the contract to the low bidder, Shoreline Construction Co., in the amount of $775,296.13. Council concur. Community Services Department recommended approval of a service repair order with Hermanson Mechanical for emergency repairs to the HV AC system at the Renton Community Center in the amount of $32,000. Council concur. Development Services Division recommended acceptance of a deed of ~'iL­ dedication for additional right-of-way to widen Jericho Ave. NE and NE 5th PI. ~ to fulfill a requirement of the Benner Short Plat. Council concur. Police Department recommended approval ofa contract with Securitas Security Services USA, Inc. in the amount of$28,957.39 (three months) to provide Visitor Information, Downtown Assistance (VIDA) program security and ambassador services at the Renton Transit Center. Council concur. Utility Systems Division requested authorization to establish the Earlington Sewer Interceptor Special Assessment District in the estimated amount of $341,410.04 to ensure that project costs are equitably distributed to those who benefit. Refer to Utilities Committee. Utility Systems Division recommended approval of Addendum No. 1 to CAG- 05-195, agreement with Roth Hill Engineering Partners, LLC, for additional work on the Central Plateau Interceptor Section II project in the amount of $20,501. Council concur. Utility Systems Division requested approval of Addendum No. I to CAG-05- 147, agreement with RH2 Engineering, Inc., for additional work related to the Hazen 565-Zone Reservoir project in the amount of $29,900. Council concur. MOVED BY NELSON, SECONDED BY CLAWSON, COUNCIL APPROVE THE CONSENT AGENDA AS AMENDED TO REMOVE ITEM 5.e. FOR SEPARATE CONSIDERATION. CARRIED. Development Services Division recommended approval, with conditions, of the Langley Ridge Final Plat; 34 single-family lots on 34.05 acres located in the vicinity ofSE May Valley Rd., Coal Creek Parkway SE, and NE 26th St. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL TABLE CONSENT AGENDA ITEM 5.e. UNTIL 1011/2007. CARRIED. ee -e September 24, 2007 UNFINISHED BUSINESS Committee of the Whole Utility: Utility Rates & System Development Charges Planning & Development Committee EDNSP: Multi-Family Housing Property Tax Exemption, Harrington Square Vacation: Whitworth Ave S, TEAM Properties, VAC-07- 002 . " . ".' ~ " ............. 'f." ," .. ....'. :~. r,; .-: _ • • ~ .. ~'1' Utilities Committee CAG: 07-141, Hazen 565- Zone Reservoir Construction, T Bailey Utility: Hazen 565-Zone Reservoir Construction Services, RH2 Engineering Renton City Council Minutes Page 327 Council President Nelson presented a Committee of the Whole report regarding the 2008 piped utility rates and System Development Charges. The Committee recommended concurrence in the staff recommendation to approve the proposed 2008 revenue increases of 6 percent for water, 6 percent for wastewater, and 6.5 percent for su'rface water and the proposed 2008 System Development Charges. The Committee further directed staff to prepare an ordinance reflecting the 2008 utility rates and System Development Charges to be processed with the budget ordinance. MOVED BY NELSON, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Council President Nelson noted that staffwill explore options to better infonn low-income seniors and disabled persons of the available lower rates. Planning and Development Committee Vice Chair Clawson presented a report recommending concurrence with the staff recommendation to approve a multi- family housing property tax exemption agreement that addresses the tenns and conditions for a partial property tax exemption upon completion of the Harrington Square project in the Highlands designated residential targeted area. The Committee further recommended that the Mayor and City Clerk be authorized to execute said agreement in substantially the same fonn. MOVED BY CLAWSON, SECONDED BY PALMER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Planning and Development Committee Vice Chair Clawson presented a report recommending concurrence in the staff recommendation to approve the request to vacate a portion of Whitworth Ave. S. right-of-way subject to the following four conditions: . • • • • An easement for the City's water, wastewater and surface water utilities be retained over the entire right-of-way; Sufficient area be provided in the requested vacation area fora boring pit; Vehicular turnaround access be provided to the Transportation Division's satisfaction; and Right-of-way revert back to the City should the adjacent BNSF Railway Company right-of-way be abandoned at some point in the future . MOVED BY CLAWSON, SECONDED BY PALMER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Chair Clawson presented a report regarding the Hazen 565- Zone Reservoir Construction project. The Committee recommended concurrence in the staff recommendation to approve the additional budget appropriation in 2008 to cover project costs, with a total project budget (2007 and 2(08) not exceeding $6,500,000. The Committee further recommended concurrence in the staff recommendation to award the construction contract for Hazen 565-Zone Reservoir Construction project to the low bidder, T. Bailey, Inc., in the amount of $5,404,265.96. MOVED BY CLAWSON, SECONDED BY LAW, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Chair Clawson presented a report recommending concurrence in the staff recommendation to approve the consultant agreement with RH2 Engineering, Inc. to provide services during construction of the Hazen 565-Zone Reservoir project in the amount of $220,602. The Committee further recommended that the Mayor and City Clerk be authorized to execute From: To: Date: Subject: Carrie Olson Offe, Darrell 10/12/20073:50:21 PM Benner Short Plat Real Estate Excise Tax Form Hi Darrell, Please right click on link and open with Adobe. About half of the form is already filled out so all you have to do is click on the instruction link and finish filling out the form. Have Mr. Foster sign and return to me. I need to present it with the deed of dedication document to the Mayor for her signature. Thanks Carrie DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM October 4, 2007 Rick Moreno, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review BENNER SHORT PLAT LUAOS-l13-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Deed of Dedication and Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: ACCited ~ NA ProjectNs Comments ? As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication 1.. Square Footage: 4,907 Restrictive Covenants 1.. Maintenance Bond Release Pennit Bond Comments: Approval: ______________ .' ___________ , Date: _____ _ Kayren Kittrick Rick Morneo Cc: Yellow File \-~ . • > ARTICLES OF INCORPORATION OF LANGLEY DEVELOPMENT GROUP, INC. ARTICLE I. NAME FILEO SECRETARY OF STA'm OCT 1 0:2003 STATE OF WASHING'TON The name of this corporation is LANGLEY DEVELOPMENT GROUP, INC. ARTICLE II. DURATION The corporation is to have perpetual existence. ARTICLE III. PURPOSES The general nature of the business of the corporation and the objectives and purposes proposed to be transacted, promoted and carried on by it are as follows: SECTION A. To perform all services and activities related to land development, including but not limited to purchase, platting, subdividing, installing utilities, streets, sidewalks and other appurtenances as deemed necessary. To engage, hire, contract or associate with other persons or entities to accomplish the goals of this corporation. To rent, lease or purchase either real, personal or intangible property and to dispose of same. To engage in business either within or outside of the State of Washington and to have one or more offices of business as may be necessary and appropriate. To employ persons and to reimburse them. SECTION B. In furtherance of and not in limitation of the general powers conferred by the laws of the State of Washington, it is expressly provided that this corporation shall also have the following powers: 1 1. To purchase or otherwise acquire, so far as permitted by law, the whole or any part of the undertaking and business of any person, firm or corporation and the property and liabilities including the good will, assets, and stock in trade thereof and to pay for the same either in cash or in shares, or partly in cash and partly in shares. 2. To purchase or otherwise acquire, and to hold, maintain, work, develop, sell, lease, exchange, hire, convey, mortgage or otherwise dispose of and deal in, lands and leaseholds, and any interest, estate and rights in real property and any franchises, rights, business or privileges necessary, convenient and appropriate for any of the purposes herein expressed. 3. To acquire by purchase, subscription, or otherwise, and to hold for investment or otherwise, and to use, sell, assign, transfer, mortgage, pledge, or otherwise deal with or dispose of stock, bonds or any other obligations or securities of this or any corporation or corporations, and to merge or consolidate with any corporation in such a manner as may be provided by law. 4. To borrow money, and to make and issue notes, bonds, debentures, obligations and evidences of indebtedness of all kinds, whether secured by mortgage, pledge or otherwise and generally to make and perform agreements and contracts of every kind and description. 5. To conduct and to carry on its business, or any part thereof, and to have one or more offices, and to exercise all or any of its corporate powers and rights in the State of Washington, and in various States, Territories, Colonies and Dependencies of the United States, and in the District of Columbia, and in all or any foreign countries or country. 6. To do all and everything necessary, suitable and proper for the accomplishment of any of the purposes, or the attainment of any of the objectives, or the furtherance of any of the powers hereinabove set forth, either alone or in association with other corporations, firms, or individuals, and to do every act or acts, thing or things, incidental or appurtenant to or growing out of or connected with the aforesaid business or powers, or any part or parts 2 " thereof; provided the same be not inconsistent with the laws under which this corporation is organized. 7. To have such powers as are conferred upon corporations under the laws of this State. ARTICLE IV. SHARES This corporation shall have authority to issue One Million (1,000,000) shares of Common Voting Stock with a par value of One ($1.00) Dollar. Stock shall qualify as Section 1244 stock under the Internal Revenue Service Code. ARTICLE V. CONTRACT IN WHICH DIRECTORS HAVE INTEREST Any contract or other transaction between this corporation and one or more of the directors or between this corporation and any corporation, firm, association, or other entity of which one or more of its directors are stockholders, members, directors, officers, or employees, or in which they are interested shall be valid for all purposes, notwithstanding the presence of such directors at the meeting of the Board of Directors which acts upon or in reference to such contract or transaction and notwithstanding his or their participation in such act; by voting or otherwise, even though his or their presence or vote, or both, might have been necessary to obligate this corporation upon such contract or transaction; provided, that the fact of such interest shall be disclosed to or known by the directors acting on such contract or transaction. ARTICLE VI. BYLAWS The authority to make Bylaws for the corporation is hereby expressly vested in the Board of Directors of this corporation, subject to the power of the shareholders to change or repeal such Bylaws. The Board of Directors shall not make or alter any Bylaws fixing their qualifications, classifications, term of office or compensation without first securing the approval of the shareholders. 3 ARTICLE VII. AMENDMENTS OF ARTICLES OF INCORPORATION This corporation reserves the right to amend or repeal, by the affirmative vote of the holders of two-thirds of the shares entitled to vote thereon, any of the provisions contained in the Articles of Incorporation, and the rights of the shareholders of this corporation are granted subject to this reservation. ARTICLE VIII. MINORITY STATUS This corporation shall not be a minority corporation with a majority of issued shares to ethnic minorities or women. ARTICLE IX. REGISTERED OFFICE The address of the initial office is 20840 SE 118th Place, Issaquah, WA 98027, and the name of the initial registered agent is Clinton T. Foster. ARTICLE X. DIRECTORS The management of this corporation shall be vested in a Board of Directors; the number of initial Directors shall be Two (2) and the subsequent number, qualifications, terms of office, manner of election, time and place of meetings, and powers and duties of the directors shall be such as are prescribed by the Bylaws of the corporation. The names and addresses of the persons who are to serve as Directors until the first annual meeting of the shareholders or until their successors are elected and qualify, are as follows: Clinton T. Foster Gerald L. Stump 20840 SE 118th Place Issaquah, WA 98027 11606 SE 219th Place Kent, WA 98031 ARTICLE XI. INCORPORATOR The name of the Incorporator is as follows: Clinton T. Foster 20840 SE 118th Place 4 Issaquah, WA 98027 IN WITNESS WHEREOF: The Incorporator has hereunto set his hand in duplicate original the ___ '..!o..7 __ day of C-?c -kc\o"Q~ , fOOt: "'"6'?O3 }" .{ t, ///~ -z'---;--:--;;7' - 5 CONSENT TO SERVE AS REGISTERED AGENT I, Clinton T. Foster, hereby consent to selVe as Registered Agent in the State of Washington, for the corporation known as LANGLEY DEVELOPMENT GROUP, INC. I understand that as agent, it will be my responsibility to receive service of process; to forward all mail, and to immediately notify the office of the Secretary of State of the State of Washington in the event of my resignation, or of any changes in the Registered Office address. Clinton T. Foster, Registered Agent Date , . \ CITY OF RENTON COUNCIL AGENDA BILL Submitting Data: Dept/Div/Board .. Staff Contact ..... . Subject: Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 I AI#: For Agenda of: September 24,2007 Agenda Status Consent ............. . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Ordinance ............ . Benner Short Plat (LUA05-113). Resolution ........... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Administrative Report and Decision Recommended Action: Council concur Fiscal Impact: N/A Old Business ....... . New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept ........ . Finance Dept ..... . Other .............. . Expenditure Required... Transfer/Amendment ...... . Amount Budgeted....... Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X Dedication of 4,907 s.f. of land for additional right-of-way to widen Jericho Ave NE and NE 5th Place, is required to comply with City of Renton code for new short plats and the Benner Short Plat (LUA05-113). Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 05m AGNBILL.doc Submitting Data: Dept/Div/Board .. Staff Contact ..... . Subject: CITY OF RENTON COUNCIL AGENDA BILL Planning/Building/Public Works Development Services Division Carrie K. Olson x7235 AI#: For Agenda of: September , 2007 Agenda Status Consent. ............ . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence .. City of Renton code for new short plats and the Ordinance .. Benner Short Plat (LUA05-113). Exhibits: x Deed of Dedication Exhibit Map Vicinity Map Information ......... -. iii ............ _ ....... . Administrative Report and Decision Recommended Action: Approvals: Council concur Legal Dept. ....... . Finance Dept ..... . Other .............. . Fiscal Impact: N/ A Expenditure Required.. . Transfer/Amendment ...... . Amount Budgeted....... Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x X Dedicate 4,907 s.f. of land for additional right-of-way to widen Jericho Ave NE and NE 5th Place. This dedication is to comply with City of Renton code for new short plats and the Benner Short Plat (LUAOS-113). Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the Deed of Dedication. I:\PlanReview\COLSON\Shortplats 2007\Benner SHPL 05m AGNBILL.doc - CITY OF RENTON COUNCIL AGENDA BILL 8 Submitting Data: DeptlDivlBoard .. Staff Contact. .... Subject: PlanninglBuildinglPublic Works Development Services Division Carrie K. Olson x7235 For Agenda of: September 24, 2007 Agenda Status Consent. ............ . Public Hearing .. Acceptance of additional right-of-way to comply with Correspondence.. Ordinance ............ . City of Renton code for new short plats and the Resolution ........... . Benner Short Plat (LUA05-113). Old Business ....... . Exhibits: Deed of Dedication Exhibit Map Vicinity Map Administrative Report and Decision Recommended Action: Council concur Fiscal Impact: N/ A New Business ...... . Study Sessions ..... . Information ........ . Approvals: Legal Dept. ...... . Finance Dept ..... . Other .............. . Expenditure Required... Transfer/ Amendment. ..... . Amount Budgeted....... Revenue Generated ........ . Total Project Budget City Share Total Project. SUMMARY OF ACTION: x x X Dedicate 4,907 s.f. ofland for additional right-of-way to widen Jericho Ave NE and NE 5th Place. This dedication is to comply with City of Renton code for new short plats and the Benner Short Plat (LUA05-113). Council acceptance of said right-of-way should be completed prior to recording the deed with the short plat. STAFF RECOMMENDATION: Accept the additional right-of-way and authorize the Mayor and City Clerk to sign and record the Deed of Dedication. C:\Documents and SeningsIUser\Desktop\Benner SHPL 05m AGNBILL.doc - Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 DEED OF DEDICATION Project File #: Property Tax Parcel Number: 102305-9306 Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): I.Langley Development Group, Inc. 1. City of Renton, a Municipal Corporation LEGAL DESCRIPTION: (Complete Legal Description provided on page 2 of3) A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington. 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. Aooroved and Acceoted Bv: Grantor(s): NotaI)' Seal must be within box Grantee(s): City of Renton Mayor City Clerk STATE OF WASHINGTON ) SS COUNTY~G ) tlCD=1-On thisdl . day of ~. , 19 , before me personally appeared Cl\. T. 1V~ to me known to be pre$\dJii£ of the coiporation that executed the withjn instniment, and 8Oknowledge the said insIrument to be the free and voluntary act and deed of said oorpomtion, for the ~ and purposes therein mentioned, and each 00 oath stated that he/she was authori.r.ed to execute said instrument and that the seal affixed is the oorpomte _ of'said cmporation. - EXHIBIT A STREET DEED OF DEDICATION LEGAL DESCRIPTION THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, WASHINGTON. EXCEPT THE WEST 480 FEET THEREOF. BEGINNING AT TH~ SOUTHEAST CORNER OF THEREOF; THENCE NORTH 0°13'15" EAST 120.04 FEET; THENCE NORTH 88°20'35" WEST 30.01 FEET; THENCE SOUTH 0°13'15" WEST 86.69 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 91°26'02"; THENCE NORTH 88°20'43" WEST 125.46 FEET; THENCE SOUTH 0°11'06" WEST 7.71 FEET; THENCE SOUTH 88~20'35" EAST 181.10 FEET TO THE POINT OF BEGINNING; I'AUI"IICI::t 51191 co ., ~ :::;~ '1- ~: I ~~ ~ ~V)' 0 ~Cj 0 N ~Q., .... fB l\.' ~~ lLJ I: I') I') .. N ~ ~ PARCEL NO. 1023059308 N 8a-20'35" W 181.18' 151.17' 30.01' THIS PORTION TO BE DEDICATED TO THE CITY -:-" . OF RENTON FOR ROAD "- PURPOSES. ~ 4,907 sq. f1. II) kl co ~~ 5=' .... ~s. to w ~ i I • I f LJ ~ .... b 0 . ~ z r-: ,..... .... r;" .... b o I N 88'20'43" W 125.46' J -tl--';::l-r-~~~--.rL..-,------l~L-_-+-...... z N 2" N 8a-20 35 W 181.10 t -__ ~N-=88'20'4_3'_' w-,--_ 2{ NE 5TH PLACE 1 1 EXP!RES: S II "'t I 01 SCALE: 1 "=40' ~1l'i10!1- SW 1/4, SE 1 4, SEC. 10, lWP. 2JN., RGE. 5Ee. w. Mead Gilman & Assoc. Professional Lfu"1d Surveyors n t"'\ nAv '-'On uU"r'\r'\.a •. t\/11 l r talA nof"'\"'~ r.u. OVT .. LU;:J~ i1\..J\.J-·U'iI"Yi'-t.,L,~ ,,/"\ ;:;UUfL I r""t.!_U1,..·r-lA~~' .,t;:;~ """C)...-~ f"Av , '4'")C:\ AQ~ &:'1;")ci !""! .• jT"!::"; \. --:-L.~; ~~O-! .::..-~ .... j".. \ -~...)l -:-uv~'-' i i..~ i • ¢ ! r1lll . VICINITY MAP ~. w ~ ..;.J "i. .> :;:) ST 0 !oJ W Z > < i ~ ··0 :r: se: ~'. PROJECT LOCATION 128T.., s DATE: TO: ROUTE TO: FROM: SUBJECT: CITY OF RENTON PLANNINGIBUILDINGIPUBLIC WORKS MEMORANDUM September 11, 2007 Rick Moreno, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review BENNER SHORT PLAT LUAOS-l13-SBPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Acc:eoted Related NA i Proiect#S Comments 7: As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) Deed of Dedication i Square Footage: 4,907 Restrictive Covenants i Maintenance Bond Release Permit Bond Comments: Approval: ______________ , ____________ , Date: _____ _ Kayren Kittrick Rick Morneo Cc: Yellow File , .-: • CITyeFRENTON Plaiming/BuildingIPublicWor1{s Department . Kathy Keolker, Mayor '. . Gregg Zimmerman P.E.,'Administrator .' •. September 11,.2007 Mr. Derrell Offe , Offe Engineers 13932SE 159th Piace RentoriWA 98058 SUB,JECT: Dear Mr.Offe: BENNER SHORT PLAT LUA05.;1137SHPL . The review submittal on the above-mentioned short plat has been, completed arid. the following comments hav;e been returned .. Please ,reView theseconnllents, and rrtakethe,necessary changes. ,ortce cbangeShave' , beenpomplyted please resubmitthfee copies of the short plat drawings and of arty other relateddoctrin~ts, ' .. SHORTPLATREVIEW COMMENTS:" " '1. Contact Rick Moreno, Plan Reviewer, at 425-430~7278; for requirements t6,be . ,. co~pietedonthe civil cqnstruction portion to yourproject. ,'2.'The,'CityofRenion l~nd use action number (LUA) isincoriectas shown {on both short plat. 'drawkg sheets). Th,e,Gortect"LUA'; nutnbeii~,~UN·05-113-SHPL. . '. " " ..... ". .. '., ," ,.'-. '. -'/ . '. 3. ':11ie"ACKNOWLEDGMENTS" blo(;~{She~t1 0[2, of the short plat}Ii~edto iUclude' ~n " . liddi~6iialW()rd to make them coniplete. Add Oliafter "VOLUNfAR Y ACT". .' .' ,': "., ,.;. : ,::: . '4. The ~p'~XhibitoftheDeed of D~dication docum~iltd{jes riot note the cUrVe data (r~dius, atc lerigih, central angle; and square feet of dedicated area). ' ," . ,,' ," ',"' " .. '." :. . .; .. 5~:'NJmpereach,of thepage~:inchi4ed'in the Deed ~f Dedlc~tiond9culllerit (page 1~f3,:Page2 of'3;, Page 3 of;».: ... '0:' .',< '., ,.: . . .... ..... .;.~ .•.. . .',' '." ....', .... ',' : .... , -.'~ 6::The~0r.a"sTREET'; Sl1()illd he removed fr~mthe''tit1~;on::the ;'~EXHIBrti'~ page (Deed' of 'Dedication docUment): '. . " , ' .. , .'. .' . . .. .,' , . 7. .PI,eMe ,~r()vide authorizAtion of simature' for·Cliilton T. Foster(Pre~ident of Langley Developmerii. Gr~iIp;}nc.) to sign the Deed of Dedication dOGument,? . .' .. " . . ... ", S~ould you needtodiscussanyp~rtionofthisletterplease .contact me .at (425)430-7235 ~. .... : SitlcereI~;:. . "'()'A'_ ' . .. · 11_ .~'-• · ...•.•.. K (Jx;w I CZVU·~ . " CameK. Olson 'Dev~lopmentServices, Plan Review,:. .:" .< ", -: ,'. " DATE: TO: FROM: SUBJECT: • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM September 7, 2007 Carrie Olson SonjaJ. Fesser ~ Benner Short Plat, LUA-QS-113-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: The City of Renton land use action number (LUA) is incorrect as shown (on both short plat drawing sheets). The correct "LUA" number is LUA-OS-113-SHPL. The "ACKNOWLEDGMENTS" blocks (Sheet 1 of 2 of the short plat) need to include an additional word to make them complete. Add OF after "VOLUNTARY ACT". The map exhibit of the Deed of Dedication document does not note the curve data (radius, arc length, central angle). {iQ..A-C>, ~ s,f, 0-{ ~ I Number each of the pages included in the Deed of Dedication document (Page 1 of 3, Page 2 of 3, Page 3 of 3). The word "STREET" should be removed from the title on the "EXHIBIT A" page (Deed of Dedication document). Comments to the Project Manager: Does the city have authorization of signature for Clinton T. Foster (President of Langley Development Group, Inc.) to sign the Deed of Dedication document? \H:\Fiie Sys\LND· Land Subdivision & Surveying Records\LND·20· Short Plats\0427\RV070907.doc • I C.&...r-RI,E: - IH·I~~C. A.P~6 "to "las Ti-\~ "OA1",il.,J-AL,II, 6e~ ()~9-)f-c)7 • PUBLIC WORKS INTAKE FORM Date: ~ '?Ja .. --wO 7 Plan Reviewer's Name: C-Afa.'FY~ -OL-So~ Project Name: WJAJe:P---~ ~ ?LA-r Name & Phone # of Contact Person: D~ e>fF£ 4-2.6' 2bO '?4lZ- Engineer's Name & Phone #: __ ~_~_---'€-"""""--________ _ Construction Permit Number/LUA Number: ----!lO~s=~----L..I-=--I_3~ ____ _ What is the purpose of your submittal?: r<e~{)tJYJCG ob CJW}11't(!;!J1-/s t5r1 pf'/d shirr-P/&t AM k.d f' ckI/(:~'lh 1urLO'NGO~ FOR BUILDING PERMIT REVISIONS. CITY <1J RENTON Kathy Keolker, Mayor Planning/Building/Public Works Department Gregg Zimmerman P.E., Administrator August 20, 2007 Mr. Derrell Offe Offe Engineers 13932 SE 159th Place Renton W A 98058 SUBJECT: Dear Mr. Offe: BENNER SHORT PLAT LUA05-113-SHPL The review submittal on the above-mentioned short plat has been completed and the following comments have been returned. Please review these comments and make the necessary changes. Once changes have been completed please resubmit three copies of the short plat drawings and of any other related documents. SHORT PLAT REVIEW COMMENTS: 1. Contact Rick Moreno, Plan Reviewer, at 425-430-7278, for requirements to be ,AI p~~. completed on the civil construction portion to your project. ~ Comm:ents for the Applicant: ~ 2. Note the City of Renton land usea~tion number an? land record number, LUA-05-113;.,SHPL and LND-20-0427, on the short plat submIttal. The type sIze used for the land record number should be . smaller than that used for the land record number. f)rt)~ 3. Note the Lot number (LOT 17) of the plat to the west of the subject short plat property on the short Vl,lJ" plat submittal (Sheet 2 of 2). Comments regarding the Deed of Dedication document: 4. Have the vested owrier(s,) noted as "GRANTOR (S)" (Page 1). 5. Note an abbreviated legal description in the space provided on Page 1. Said legal can be noted as "A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington". 6. Indicate at the top of the abbreviated legal that the complete legal description is on Page 2 of 3. 7. The 'DEDICATION LEGAL DESCRIPTION" page should be renamed as: "EXHIDIT A" "STREET DEED OF DEDICATION LEGAL DESCRIPTION". 8. Insert the following underlined text in the "Exhibit A" legal description, after "W.M., IN" THE CITY OF RENTON,". 9. The applicant's surveyor needs to prepare, stamp, sign and date the "Exhibit A" legal description. The map exhibit does not need to be stamped. 10. The map exhibit does not currently provide the data needed for the curve data (el). Add as required. -I-_I_:\p_lan_Re_V\_'e_w~_C_O_LS_~_~_5_5h_:rtp_ou_l:_:_:_:_:d_:_:_n_:-YS-~-RL-e-::-:-:_h:-:_:-:-:-7o-:-to-:~':-:-7-------. ~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE • 11. Number each of the pages included inthe Deed of Dedication document (Page 1 of3, Page 2 of3 and Page 3 of 3 or other, if more pages are added). 12. The Deed of Dedication document includes an individual form of acknowledgment for the notary to sign. This should be a corporate form of acknowledgment (for Langley Development Group INC). See attached form. Also, are Thomas and Maryl Foster to sign as the Foster Trust? Provide notary blocks as needed. 13. Provide signed, stamped and notarized original deed of dedication document so I may send to Council for acceptance. Should you need to discuss any portion of this letter please contact me at (425) 430-7235 . . Sincerely, ~K~ Carrie K. Olson Development Services, Plan Review . FAXED TO: Thomas Foster, Langley Dev (iroup:A25-486.:6lQ8 Yellow File From: To: Date: Subject: Richard Moreno Olson, Carrie 09/04/200711 :11 :21 AM Benner Short Plat LUA-05-113 Received call from Tom Foster. requestion status of Benner Short Plat deed of street Dedication. I am forwarding in Carries absents the submittal from the engineer in reference to the Benner short plat submittal. Mr. Foster is requesting the agenda bill be submitted for September 17. I told him that the time line he is requesting will mostlikely not be maet. Personally, I don't think it will be sufficient time to make this time line, but I don't want to hamper this request so I am forwarding the submittal to continue the process. cc: Fesser, Sonja . '-~" " ' .. ~thy Keolker, Mayor August 20,2007., .' Mr. Derrell Offe Ofre Engil1~ers, '13932 SE 159th PIace RentonW A 98058 . . . SUBJECT: . Dear Mr.·Offe: . ,CITY. ~ RENTON Planning/Building/Public W tirks . Department . '.' '. GreggZinimerman' P.E., Administrator The review. submittalort't4e above-mentiortedshort plathasbeencomplet~d ~& the ,folloWing comments have been \reti.Irri.e4:Pl~ase reyiew these ~ommertts and make. the'necessary QhlUlges .. Once changes have , : been completed pleas~iesubniitthTeecopie~of the short plat draWirlgs and of any other re~ated documents,· . · SIlORTPLAT REV;EW COMMi:NTS:' '. . ,'. " . • I' /'. • .. ,~ •• ' 1 .. ContactRick MorellO, 'Pian Reviewer, at 425~30-7278; forreq\liremertts to be completed on, the civpconstruction portiontoyour,ptoje~t ' . '. Comments for tlie:APvlic~nt:' . , ': ~. . . ~ . . ' . , .' . . ' .. : , . . ' ,.·',',2. ···Nqtetlie City ofRentonl~d use:actionnumbera~diandiecrirdnwnber, LUA-05-113~SIfPL artd .... ·LND·::lO:0427 ; on the short platsllbmiriaL j~etYPes~:z:e usedfortne landirecordnuillber §ho\ildbe· · ·smallerthanfhatusedforthe'li:1l1drec(}rdniurlber:"'.:::·' ~;:', _,'.' .. ' , ... , ; ... ' ' ..... ,"oS. ".' <', ~. · 3 .N9te th~Lotntlmb~'(LQT i 7)0£ theplaftothe westgfthesu1)ject sh~rt plat property~~tlie shqrt' .' . plaJ sl,lb1mttal{Shee(Z ofl).""· i,,>< ,., .,; .•••. .."... .' .......... .~' ': ...•. , .' :Cominents reg~ding;therie~d 'ofDedi~ation documerit,' . . . . ~ .' . . . . ~: ... ,. 4: H~v~they6stedo~er(s,Yri()ledas;'CrRANrOR(Sj"(~age'j). ... " ,,' :."-" · .. ·.,5 .. No~ anabbreviate~'legal descriptib1!jri th~ sp~ce wovided on Page 1': ." Said legal qartbe noted as,"A. portion Qf the Not$east qUarter of the, So~thwdstquartet oftheS6u.iheastqu~rtetof Section 1 0, To~ship 23·' ' ... ' North; Range 5'E~st, W,lvi., in the CitY of RentQD,. KmgCQuntY,.Washirigton". ,., ,'. . .' .' '. '. ..... . _. '. ", .'... -, , ' .. ' .: ~ .' '; " .:, .' . ",. ',' " ."', : . "', " " .. , "·"6. Indicate at.th~topofthe'abbreYiatedJeg~} tfult thec()hipleteh!gal'description iso:~Page 2 of3. . -' '. -. .,". ,: ,-. . . ~ .. 7. The"DEbICATIONLEGALPESCRiPTION;~ pa~e should be renamed as: "EXHIBIT A" "STREET DEED OFDEDICA'fIONLEGAL DESCRIPTION~'.. . . ',' . ' 8; lrisert the following Underlined 't~xt inthe"'Exhibit A'; legaLdescnption; after "W.M., IN" THE .. ' " CITY OF RENTON,"; . . .. .... , 9 . Theapp'Iicant' S sunieyonieedsfo p~epate;starrip, sigriand datefh~"Exhibit A" legal descriptioh~ · . Themapexhibif(Io'eS:l1ot IleedtObestitmped.' .. , . . ,. " . ., . · 10, 'The~p exhiblt do~snot¢Uri~tly provide the data needed fQrthe Clrrve'data '(Cl). Ad(i, ~s required'., .' '... ..', . I:\p~evi~LSO~h~1~b200'7\Benn~SHPL02L~~uCststq,;d~, .", .~', .' .' f655,~~~thGrady\Vay~Reirton, Washfugton'9S057 I. ·REN:TON' . . .:. *:rhispa~cOntai~S50%~mate';;'I,'30%im,~~nrer AIi,EADoFTH~ ~,~RVE --; , . . ", ',,", . ", . - -.. -.,.,',. • ~ > .-• 11. Number each of the. pagesincliided iIi the Deed of Dedic.atiop' docUllient (Page Iof:3;.·Page2 of 3' ,~nd.Page 3M 30r other, iflllorepag«;:s are added). . .' .... ... ... ' . 12. The Dee4 ofDedicationdoeuinent inbludes ail'indiViduaifohnofacknowled~eht forthenot~ry. : to sign. This should. be.~ corporate form of acknowledginent (for. Langley Developnien.t<kotip rNC).· See' attached fOrin.. Also, aie Thotnas and .Maryl· Foster to sign as the Foster Trust? '. ProVideIiOtanr ... blocks asneeded. . . .... '.' . .' ". " . . .. 13 .. ProVide signed; staihp~d and n()tariied tjriginat' deed.of ded.ication do.cuiTIent ~o. ItDay ~erid to' Council for acceptarice.·· .' . . . . .... . . '."'. . .... ' ,". . Should you needt~ dIscus's any portIon of!his lett~rpleasecontaCt tneat·(425)~bo';7235.,·· . '. ·····~K~.·.·.· CameK. Olson" .... -.: .. . ::.~ .... :: ... :.:: .', .'" "':., .... ......... ~. ~/ .". "j , .:: < • .-.. ,":'. , .... ..,f . ."' -, -', r;' < .. ,", ""':=:" .... . .'~ .' \ ." ," .: .. : .. ~ .. , " .. ::'. , .. -.. " '-'.;"' -,': ~ .. ,", , ... ~:. , ," Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 DEED OF DEDICATION Project File #: Property Tax Parcel Number: Street Intersection: Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . Grantor(s): Grantee(s): 1. 1. City of Renton, a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page ) 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. Ann roved and Accented 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 hislher/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: FORM DEED-CorporateFormofAcknowledgment.DOa CoR Revised 7-25-2006 Page 1 • Fonn 84 OOOIlbh IN WITNESS WHEREOF, I have hereunto set my hand the day and year as written below. Notary Seal must be within box Notary Seal must be within box Notary Seal must be within box INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ________ _ ---, _____ ....,......,........,.._-:--,.....-:: __ .,---___ signed this instrument and acknowledged it to be hislher/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 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: CORPORATE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) On this ___ day of ______ , 19 __ , before me personally appeared _______________________ tomeknownto be ofthe 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: FORM DEED-CorporateFormofAcknowledgment.DOa CoR Revised 7-25-2006 Page 2 Exhibit A Legal Description Project: WOO PID GRANTOR: Street: FORM DEED-CorporateFormofAcknowledgment.DOa CoR Revised 7-25-2006 Page 3 • Map Exhibit FORM DEED-CorporateFonnofAcknowledgment.DOa CoR Revised 7-25-2006 • Page 4 DATE: TO: FROM: SUBJECT: • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM August 14,2007 Carrie Olson Sonja J. Fesser ~ Benner Short Plat, LUA-05-113-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Note the City of Renton land use action number and land record number, LUA-05-1B- SHPL and LND-20-0427, on the short plat submittal. The type size used for the land record number should be smaller than that used for the land record number. Note the Lot number (LOT 17) of the plat to the west of the subject short plat property on the short plat submittal (Sheet 2 of 2). Comments regarding the Deed of Dedication document: Have the vested owner(s,) noted as "GRANTOR (S)" (Page 1). Note an abbreviated legal description in the space provided on Page 1. Said legal can be noted as "A portion of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in the City of Renton, King County, Washington". Indicate at the top of the abbreviated legal that the complete legal description is on Page 2 of 3. The 'DEDICATION LEGAL DESCRIPTION" page should be renamed as: "EXHffiIT A" "STREET DEED OF DEDICATION LEGAL DESCRIPTION". Insert the following underlined text in the "Exhibit A" legal description, after "W.M., IN" THE CITY OF RENTON,". \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plnts\0427\RV070814.doc August 17, 2007 Page 2 The applicant's surveyor needs to prepare, stamp, sign and date the "Exhibit A" legal description. The map exhibit does not need to be stamped. The map exhibit does not currently provide the data needed for the curve data (CI). Add as required. Number each of the pages included in the Deed of Dedication document (Page I of 3, Page 2 of 3 and Page 3 of 3 or other, if more pages are added). Comments for the Project Manager: The Deed of Dedication document includes an individual form of acknowledgment for the notary to sign. This should be a corporate form of acknowledgment (for Langley Development Group INC). Also, are Thomas and Maryl Foster to sign as the Foster Trust? Provide notary blocks as needed. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV070814.doc\cor DATE: TO: FROM: SUBJECf: CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM July 12, 2007 Bob Mac Onie, Technical Services Sonja Fesser, Technical Services Carrie Olson, Plan Review x7235 BENNER SHORT PLAT LUAOS-l13-SHPL AND LEGAL REVIEW Attached is the most recent version of the above-referenced short plat. The following attachments are enclosed for your review: • Letter of Compliance • Lot Closures • Deed of Dedication • Title Report • CC&R'S • Short Plat drawings If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Approval: ______________ \'--_________ , Date: ____ _ Robert T Mac Onie, Jr. Sonja Fesser Cc: YeJlow File I:\planReview\COLSON\Shortplats 2007\Benner SHPL Olm PR-TS ReviewStart.doc DATE: TO: ROUTE TO: FROM: SUBJECI': CITY OF RENTON PLANNINGIBUILDING/PUBLIC WORKS MEMORANDUM July 12,2007 Rick Kokko, Plan Review Kayren Kittrick, Plan Review Carrie Olson, Plan Review BENNER SHORT PLAT LUAOS-l13-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed, please sign below or return your comments as needed. Thanks. Attachment included: • Letter of Compliance, Density Worksheet, Restrictive Covenants, Deed of Dedication • Short Plat drawings Also provide the following information requested by Gregg Zimmermen as requirement of project closeout and signing of short plat mylars. Status Of: Ac:c:el!ted Related NA Y.. Prolect#S Comments Y.. As-Builts Cost Data Inventory Bill of Sale Easements (Water, Sewer, Utilities, Hydrant, etc.) / Deed of Dedication Y.. Square Footage: 7,070.22 Restrictive Covenants Y.. Maintenance Bond Release Permit Bond Comments: Approval: __________________________ , Date: _____ _ Kayren Kittrick Rick Kokko Cc: Yellow File , Page 7, l. DECISION: • BENNER SHORT PLAT LUA-OS-113, SHPL-A COMPLIANCE WITH CONDITIONS •• 1. A Demolition Permit was issued under permit #605-0650. The existing house and garage were removed and the permit closed. 2. The Traffic Mitigation Fee will be paid prior to Short Plat recording 3. The project was designed in accordance with the Geotechnical Report (please reference approved Civil Plans) 4. The Fire Mitigation Fee will be paid prior to Short Plat recording. 5. The project was designed in accordance with the 1998 Drainage Manual (please reference approved Civil Plans) . 6. A Homeowner's Assoc. was established with the Plat of HoneyBrooke III; this property was part of that Association. Please find attached a copy of the amended Homeowners By-laws for your review. 7. Temporary erosion control was designed in accordance with the DOE Manual (please reference the approved Civil Plans) .,ELOPMENT SERVICES DIVISION e WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Neighborhood Detail Map 4 y -py~/Vi ThiS req may be waived by: 1. Property Services Section PROJECT NAME: !jenner JJ/Jm P/C{1 2. Public Works Plan Review Section 3. Building Section DATE: _--->0:.11-1-/--.:1 3~J,----~--,-1-__ _ 4. Development Planning Section Q:\WEB\Pw\OEVSERv\Forms\Planning\waiverofsubmittalreqs_9-06.xls 09/06 I • Wireless: , e DEVELOPMENT SERVICES DIVI. WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS Applicant Agreement Statement 2 AND 3 Inventory of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 Map of Existing Site Conditions 2 AND 3 Map of View Area 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section PROJECT NAME: __ 8e._I7_IA_~_r--.:=cfi_~.:...-.~~~~~!......'1 a.::r~_ 2. Public Works Plan Review Section 3. Building Section DATE: __ ~0!...J-/--.!./-.!:::3,-+f~()_-:7-~ __ _ 4. Development Planning Section Q:\WEB\Pw\OEVSERv\Forms\Planning\waiverofsubmiltalreqs_9-06.xls 09/06 '" - DENSITY WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4-}OJ01 square feet __ -__ square feet _--___ square feet 2. 3. 4,~D7 \1o{6~1 s square feet square feet 4. Divide line 3 by 43,560 for net acreage: 4. _D_,24_...L.-_acres 5. Number of dwelling units or lots planned: 5. __ ~~. __ ·unitsllots 6. Divide line 5 by line 4 for net density: 6. 1·11 = 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. http://rentonwagov/uploadedFiles!BusinessIPBPWIDEVSERV/FORMS_PLANNING/density.doc ' 1 Last updated: e-• LOT CLOSURE CALCS Parcel name: 1 North: 1677650.1491 East: 179513.9999 Line Course: N 88-20-35 W Length: 50.02 North: 1677651.5955 East: 179464.0008 Line Course: S 00-11-06 W Length: 112.33 North: 1677539.2660 East: 179463.6381 Line Course: S 88-20-43 E Length: 50.02 North: 1677537.8216 East: 179513.6373 Line Course: N 00-11-06 E Length: 112.33 North: 1677650.1511 East: 179514.0000 Perimeter: 324.70 Area: 5,616 sq.ft. 0.12 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0019 Course: N 01-39-21 E Error North: 0.00194 East: 0.00006 Precision 1: 170,894.74 Parcel name: 2 North: 1677647.2243 East: 179615.1102 Line Course: N 88-20-35 W Length: 101.15 North: 1677650.1490 East: 179514.0025 Line Course: S 00-11-06 W Length: 50.02 North: 1677600.1293 East: 179513.8410 Line Course: S 88-20-35 E Length: 101.12 North: 1677597.2054 East: 179614.9187 Line Course: NOO-13-15 E Length: 50.02 North: 1677647.2250 East: 179615.1115 Perimeter: 302.31 Area: 5,056 sq.ft. 0.11 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0015 Course: N 59-42-32 E Error North: 0.00076 East: 0.00130 Precision 1: 201,540.00 Page 1 LOT CLOSURE CALCS Parcel name: 3 North: 1677597.2089 East: 179614.9173 Line Course: N 88-20-35 W Length: 101.12 North: 1677600.1328 East: 179513.8396 Line Course: S 00-11-06 W Length: 62.32 North: 1677537.8131 East: 179513.6384 Line Course: S 88-20-43 E Length: 75.45 North: 1677535.6344 East: 179589.0569 Curve Length: 39.90 Radius: 25.00 Delta: 91-26-02 Tangent: 25.63 Chord: 35.79 Course: N 45-56 .. 16 E Course In: N 01-39-17 E Course Out: S 89-46-45 E RP North: 1677560.6240 East: 179589.7788 End North: 1677560.5276 East: 179614.7786 Line Course: N 00-13-15 E Length: 36.68 North: 1677597.2074 East: 179614.9200 Perimeter: 315.46 Area: 6,155 sq.ft. 0.14 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0031 Course: S 60-01-11 E Error North: -0.00155 East: 0.00269 Precision 1: 101,764.52 Parcel name: DEDICATION North: 1677646.3565 East: 179645.1071 Line Course: N 88-20-35 W Length: 30.01 North: 1677647.2243 East: 179615.1096 Line Course: S 00-13-15 W Length: 86.69 North: 1677560.5349 East: 179614.7755 Curve Length: 39.90 Radius: 25.00 Delta: 91-26-02 Tangent: 25.63 Chord: 35.79 Course: S 45-56-16 W Course In: N 89-46-45 W Course Out: S 01-39-17 W RP North: 1677560.6313 East: 179589.7757 Page 2 LOT CLOSURE CALCS End North: 1677535.6417 East: 179589.0538 Line Course: N 88-20-43 W Length: 125.46 North: 1677539.2645 East: 179463.6461 Line Course: S 00-11-06 W Length: 7.71 North: 1677531.5546 East: 179463.6212 Line Course: S 88-20-35 E Length: 181.10 North: 1677526.3180 East: 179644.6455 Line Course: N 00-13-15 E Length: 120.04 North: 1677646.3571 East: 179645.1081 Perimeter: 590.91 Area: 4,907 sq.ft. 0.11 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0012 Course: N 59-57-16 E Error North: 0.00062 East: 0.00107 Precision 1: 492,425.00 Page 3 -l ' ., ....... ~ ReturD Address: -City Clerlc's Office City of Renton 1055 South Grady Way Renton, WA 98055 III Please printortypc iDfonnation W ASBINGTON STATE RECORDER'S Cover Sheet (RCW 6S.04 Document Title(s) (Or transactions contained therein): (aD areas applicable to your document nmst be filled in) 1. Amendment to Declaration of Covenan1s, 2. Conditions, and Res1rictions for the Plat of Hon~ Brooke Div. Ill. 3. 4 .. Reference Number(s) ofDocumeDts assigned or released: ~ d'J31 &'OtD/ 3tOo ; ZOOS/2,2.IJQooa(Jlj- Additional reference #', on page_ of document Gnmtor(s) (Last Dame first name, iuitials) 1. LangleY ~lOJ)ment Group, Inc , C. Thomas Foster' 2. Sound Built Homes. Inc. , . Gary Racca Additional names on page _ of document. Grantee(s) (Last name ~CD first name and initials) 1. H8aa1ol Sboa l!Iat --44!-. , 2. , Additional names on page_ of document. Legal description (abbreviated: ie. lot block, plat or section, loWDSbip, muge) f!o,n~ g.~k .D'I/. IlL .J V"j, -;22.7 P/A.{sJ ~ae t:J3b i Additional lew is on page of document. i Assessor's Property Tax Parcel Account Number [J Assessor Tax # not yet assigned The AuditorIR.ecordc:c will rely on the infoDDation provided on the form. The staffwill not read the document to verify the accuracy or co .•. s of the· .2.. information provided herein. . I am requesting an emergency nonstandard recording for an additional fee as provided in R( W 36.18.010. I understand that the recording processing requirements may cover up or otherw se .. obscure some pare of the text on the onginal document Signature of Requesting j: arty ~-o(7S I i I I I ·e AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THE PLAT OF HONEY BROOKE DIV. m , I I !. I \ i ! I This Amendment to Declaration of Covenants, Conditions, and Restrictions for the Plat ! of Honey Brooke Div. m ("Dec1aration'') is made this , st day of December, 2005 j by and between Langley Development Group, Inc., a Washington corporation j ("Langley") and Sound Built Homes, Inc., a Washington corporation ("Sound Built"). I I I RECITALS . i A The Declaration of Covenants, Q,nditions, and Restrictions for the Plat ofHoneJ Brooke Div. m (''Declaration'') w~ recorded in King County Washington on JI . March 16, 2005 under King County Auditor's FileNo. 20050316001300. : B. C. Thomas Foster was the original "Declarant" under Article 1.1..7 of the I Declaration. ! C. Langley is now the Declarant pursuant to the terms of the Declaration. J D. Langley and Sound Built· are the cmrent owners of the real property subject to tenus and conditions of the Declaration.: i E. Langley and Sound Built own additional parcels of real property and wish to I amend the Declaration to have said parcels ofreal property be subject to the tenn$ and conditions of the Declaration.' . ! . ! NOW THEREFORE, Langley and Sound Built hereby agree as follows: i The below described parcels of real property are subject to the terms and conditions of ~ the Declaration of Covenants, Conditions, and Restrictions for the Plat of Honey Brooke! Div. m as recorded under King C01mty Auditor's File No. 20050316001300: I LOTS 1 & 2 OF HANDS SHORT PLAT ACCORUP.!lG..J'» THE PLAT THEREOF RECORDED IN VOLUMEJ..nOF ~~ PAGES02.cf AND 0 Z.SRECORDS OF lONG COUN1Y, WASHINGTON RECORDED UNDER RECORDING NUMBER ;J.DOS/~2A 'OOdi)t,I. , SITUATE IN TIlE COUNTY OF KING. STATE OF WASHINGTON. LOTS 1 THROUGH 6, INCLUSIVE, OF HONEY BROOKE, DIV. V. ACCORDING TO THE PLAT TIIEREOF RECORDED IN VOLUMB __ OF PLATS AT PAGES __ ANDRECORDS OF KING COUNTY, WASHINGTON RECORDED UNDER RECORDING NUMBER , SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ; I I '. . e .. LOTS 1,2 & 3 OF BENNER SHORT PLAT ACCORDING TO THE PLAT 1'H1m.EOF RECORDED IN VOLUME OF PLATS AT PAGES AND_RECORDS OF lONG COUNTY, WASHINGTON RECORDED UNDER. RECORDING NUMBER ____ -----", SlTIJATB IN THE COUNTY OF KING, STATE OF WASHINGTON. This Amendment to Declaration of Covenants, Conditions, and Restrictions for the Plat of Honey Brooke Div. ill shall constitute a "Supplementary Declaration" as that term is defined in Article 1.1.17 of the Declaration. All other terms and conditions of the Declaration remain unchanged unless amended aCcording to Article 11.3 of the Declaration. SIGNED the day and year first above written. LANGLEY DEVELOPMENT GROUP, INC. SOUND BUILT HOMES, INC. , I I ! I ! I I I ( t t I .' of • ,., STATE OF WASHINGTON ) ) SSe ) ~~~!4tIL-t 200S,. befwe me:QCJ'Sqtlally appeared U!:J..Ig!!l&l:U~_~ me known to be the Wl5? AU:.t-of LANGLEY DEVELOP ROUP, INC., the coIpOIation that executed the with~~.J. and foregoing instrument, and acknowledged said instrument to be the free and volunUIC1 act and deed of said COIpOratiOD, for the uses and purposes therein mentioned, and on j oath stated that he was authorized to execute said instrument and that the seal affixed is , the corporate seal of said corporation. N e:---'J:/1JU4ClA4~~~~-----L Notary Publi . ~mngat~r~q~~.~.~~~~~~~ ______ ~ My Commission exnries ._---'~:.....L~~ ___ _+ STATE OF WASHINGTON ) ) SSe COUNTY OF KING ) !t. ~. . y of M<etntrY , 2005, b~nallY appeared ~:JIe!!~.....!a.Ia.I:!=~=" to me known to be th~ of SOUND BUll..T HO , INC., the corporation that executed the within and foregoing . instrument, and acknowledged said instrument to be the free and voluntary act and deed ; of said corporation, for the uses. and purposes therein mentioned, and on oath stated that J he was authorized to execute said instrument and that the seal affixed is the corporate sei of said corporation. ~ ! In Witness Whereof I have hereunto set my hand and affixed my official seal the I day and year first above written. ! ! Name: .~~~~~~~~~~--------+ Notary Publi residing at:~Ic=:L-U.~T-~¥-:';r-hr.",-----'-----4 My Commission expo • FonnNo.14 Subdivision Guarantee Issued by Guarantee No.: 4209-672275 First American Title Insurance Company 2101 Fourth Ave, Ste 800, Seattle, WA 98121 Title Officer: Pat Fullerton Phone: (206)728-0400 FAX: First AmericiJn Title \ Fonn No. 14 Subdivision Guarantee (+10-75) Guarantee No.: 4209-672275 Page No.: 1 First American Developer Services Fax No. '(866)904-2177 Pat Fullerton (206)615-3055 pfullerton@firstam.com SECOND REPORT SHORT PLAT GUARANTEE First American Title Insul'lllfCtl Company 2101 Fourth Ave, Ste 800 SeattJe, WA 98121 Phn -(206)728-0400 (8OO)826-n18 Fax - Jennifer Salas (206)615-3011 jsalas@firstam.com UABILllY $ 1,000.00 ORDER NO.: 4209-672275 FEE $ 350.00 TAX $ 31.15 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject to the Uability Exdusions and Umitations set forth below and in Schedule A. GUARANTEES Seattle Mortgage herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. lIABILITY EXCLUSIONS AND liMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdiViding land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for dosing any transaction affecting title to said property. Dated: April 25, 2007 at 7:30 A.M. First American TItle , Fonn No. 14 SUIxfIVision Guarantee (+10-75) SCHEDULE A The assurances referred to on the face page are: A. Title Is vested in: Langley Development Group, Inc., a Washington corporation Guarantee No.: 4209-672275 Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (induding those records maintained and indexed by name), there are no other . dOCUments affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are exctuded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, daims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: Parcel A: The South 120 feet of the North 330 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. Except the West 480 feet thereof. Parcel B: An easement for ingress and egress over the South 30 feet of the North 360 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. APN: 102305930608 Rrst American rltle , Fonn No. 14 Subdivision GuarantEe (+10-75) RECORD MATTERS: GuarantEe No.: 4209-672275 Page No.: 3 1. General Taxes for the year 2007. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 102305930608 1st Half Amount Billed: $ 790.53 Amount Paid: $ 790.53 Amount Due: $ 0.00 Assessed land Value: $ 142,000.00 Assessed Improvement Value: $ 0.00 2nd Half Amount Billed: $ 790.52 Amount Paid: $ 0.00 Amount Due: $ 790.52 Assessed land Value: $ 142,000.00 Assessed Improvement Value: $ 0.00 2. Taxes whim may be assessed and extended on any subsequent roll for the tax year 2007, with respect to new improvements and the first occupancy which may be included on the regular assessment roll and which are an accruing lien not yet due or payable. 3. Fadlity Charges, if any, including but not limited to hook-up, or connection marges and latecomer charges for sewer, water and public facilities of aty of Renton as disclosed by instrument recorded under recOrding no. 9606210966. 4. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee!Benefidary: Trustee: Amount: Recorded: Recording Information: langley Development Group, Inc., a Washington Corporation limberland Bank limberland service Corporation $409,000.00 March 23, 2007 20070323000450 5. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: GranteejBenefidary: Trustee: Amount: Recorded: Recording Information: langley Development Group Inc. a Washington Corporation C. Thomas and Maryl C. Foster Trust First American litle Insurance Company $141,604.48 April 23, 2007 20070423000333 6. Easement, including terms and provisions contained therein: Recording Information: 7603170678 In Favor of: Beverlee Jean Moye, formerly Beverlee Jean Blessing For: Ingress and Egress Rrst Arner/cQn Title I Fonn No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-672275 Page No.: 4 7. Road maintenance provisions, and the terms and conditions thereof, contained in instrument: Recorded: July 01, 1988 Recording Information: 8807010506 INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. Rrst American Title j Fonn No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: 4209-672275 Page No.: 5 SCHEDULE OF EXCWSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loSs or damage by reason of the following: (a) Defects, Hens, encumbrances, adverse dalms or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result In taxes or assessments, or notices of such proceedings, whether or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining dalms; (2) reservations or exceptions in patents or In Acts authorizing the issuance thereof; (3) water rights, dalms or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse dalms or other matters affecting the title to any property beyond the lines of the land expressly described In the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or Improvements; or any rights or easements therein, unless S\lch property, rights or easements are expressly ·and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse daims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential Invalidity of any judidal or non-judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, IegaLeIfect!lr priority.of any matter shown or referred to in this Guarantee. GUARANTEE CONDmONS AND STIPULAnONS 1. Definition of Tenns. The following terms when used In the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred to In Schedule (A) (C) or In Part 2, and Improvements affixed thereto which by law constitute real property. The term "land" does not Indude any property beyond the fines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, Interest, estate or easement in abutting streets. roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust. trust: deed, or other security instrument. (d) "public records" : records· established under state statutes at Date of Guarantee for the purpose of Imparting constructIVe notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. NotIce of Claim to be Given'" Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any daim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then aU Dabillty of the Company shaU terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shan in no case prejudice the rights of anv Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured IS a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's OptIon to Defend or Prosecute Actions; Duty of Assured ClaImant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shaD have the right, at its sole option and cost. to institute and prosecute any action or proceeding, Interpose a defense, as limited In (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to preVent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shaD be Hable hereunder, and shaH not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shaD do so diligently. (b) If the Company elects to exercise Its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of Its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and wiD not pay the fees of any other counsel, nor Will the Company pay any fees, costs or expenses incurred by an Assured In the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or Interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, In Its sole disaetion, to appeal from an adverse judgment or order. (d) In all cases where thIS Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid In any action or proceeding, ~ring evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to estabfish the Hen rights of the Assured. If the Company Is prejudiced by the faDure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under SectIon 2 of these Conditions and StIpulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which CDIIStitute the basis of loss or damage and shaD state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the. Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of .the Company and shall produce for examination; Inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, ched<s, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and . memoranda in the custndy or control of a third party, which reasonably pertain to the Loss or Damage. All Information designated as confidential by the Assured provided to the Company, pursuant to this SectIon shall not be disdosed to others unless, in the reasonable Judgment of the Company, it is necessary In the administration of the dalm. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any "ability of the Company under this Guarantee to the Assured for that claim. form No. 1282 (Ret. l2/l5{9S) First Ametfc8n TItle J Form No. 14 SutxlMsion Guarantee (+10-75) 6. Options to Pay or Otherwise Settle Claims: Termination of liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to payor settle or compromise for or in the name of the Assured any dalm which could result In loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, If this Guarantee is Issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses inrurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate aU liability of the Company hereunder. In the event after notICe of daim has been given to the Company by the Assured the Company offers to purchase said Indebtedness, the owner of such indebtedness shall transfer and assign said Indebtedness, together with any collateral seaJrity, to the Company upon payment of the purchase pt1ce. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the dalmed loss or damage, other than to make the payment required In that paragraph, shaH terminate, Including any obligation to continue the defense or proseaJtlon of any litigation for which the Company has exerdsed its options under Paragraph 4, and the Guarantee shan be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Oalmant. To payor otherwise settle with other parties for or In the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses IRQlrred by the Assured claimant which were author1zed by the Company up to the time of payment and which the Company is obligated to pay. Upon the exerdse by the Company of the option provided for In Paragraph (b) the Company's. obligation to the Assured under this Guarantee for the daimed ~ or damage, other than to make the payment required In that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Uablflty. This Guarantee Is a contract of Indemnity against acbJal monetary loss or damage sustained or lnaJrred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth In this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The liabtlity of the Company under this Guarantee to the Assured shaD not exceed the least of: (a) the amount of liability stated In Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee OCOJrs, together with Interest thereon; or (e) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or Interest subject to any defect, lien or enaJmbrance Assured against by this Guarantee. 8. Umitatlon of liability. (a) If the Company establishes the title, or removes the alleged defect. lien or enaJmbrance, or rures any other matter Assured against by this .Guarantee In a reasonably diligent manner by any method, induding litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be tiBbie for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction; and disposition of all appeals therefrom, adverse to the title, as stated herein. Guarantee No.: 4209-672275 Page No.: 6 (e) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured In settling any dalm or suit without the prior written consent of the Company. 9. Reduction of liability or Termination of liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. ( a) No payment shall be made without produdng this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, In which case proof of loss or desbuctlon shall be furnished to the satisfaction of the Company. (b) When IlabHity and the extent of loss or damage has been definitely fixed In accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, aD right of subrogation shall vest In the Company unaffected by any act of the Assured dalmant. • The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been Issued. If requested by the Company, the Assured shan transfer to the Company all rights and remedies against any person or property necessary in order to perfect thIS right of subrogation. The Assured shall permit the Company to sue, compromise or settle In the name of the Assured and to use the name of the Assured In any transaction or litigation Involving these rights or remedies. If a payment on account of a dalm does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest. and costs of collection. 1:1. AJtRtration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Assoc;IatIon. Arbitrable matters may indude, but are not limited to, any controversy or dalm between the Company and the Assured arising out of. or relating to this Guarantee, any service of the Company in connection with Its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liablfity Is $1.000,000 or less shan be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of tiBbility is in excess of $1,000.000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules In effect at Date of Guarantee shall be binding upon the parties. The award may Include attorneys' fees only If the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. . The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. liability Umlted to This Guarantee; Guarantee Entire eontract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, thIS Guarantee shall be construed as a whole. (b) Any dalm of loss or damage, whether or not based on negligence, or any aCtion asserting such daim, shaD be restricted to this Guarantee. (e) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or aulhor1zed signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement In writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 Rrst Amer1can Way. Bldg. 2, Santa Ana, CA. 92707. Fum No. 1282 (Rev. 12/15/95) Rrst AmerIcan Title II EXHIBIT "A" PaIa!IA: l1Ie South 120 feet cI the North 330 feet at the NoItheast Quarter af the Southwest Quarter of . the Southeast QuiJrt1!r af SedIan 10, Township 23 North, RIInI1' 5 East,. W.M., In /Qng County, WasMlIgb. Exa!pt the WeSt 480 feet thereof; . Parcel B: An t!IISI!II1ent far Ingress and egress oVer the south 30 feet cI the NoI'th 360 feet af the NortIIeast QuartIIr af the Southwest QuaIter d the Southeast Quarter of SectIon 10, Township 23 North, . Range 5 fast, W.H., In KIng County, YIa$hIng1XIn APN: 102305-9306 tSc:r1pt:1oD: 1t1Dg,1Q DoCUllleDt-rear.IfoDt.b.D4y.DoclD 2005.622.2574 Page: 20f 2 -der, 3 CoaaIIeDt: AFTER RECORDING MAlI. TO: Langley DeYelapmellt GnMIp Inc 5218 Northaut 5th PIece Renton, WA 911058 Escrow No: 8262AT Tax ID No: 102305-9306 . BrIef Legal DescIfpIIon: PIn of the HE 1/4 of the SW 114 of the SE 114 of Sec. 10. Twn23N. Rge 5E W.M. Full legal on page: ExhIbIt A FIRST AMERICAN S~y" Statutory Warranty Deed d-/llU THE GIlANTOR Cay S. Beuer and PaIrIda L. Beaaer, .... l1li and wife for aDd in coaaidr:nIion ofTa ...... ud odIer pod and vaIuIIIe CIOIIIfderaCIeD in hImd paid, c:oimys aDd wammII ID La/apIf ne..Iopmeat Group Iae, • w ........ Corporatleo tho followiDg described real esIaIe, situated in the CowityofKING. Slate orwllllliD&1= . LEGAL DESCRIPTION ATTACHED BEIlETO AS EXHIBrr "A" AND BY THIS REFERENCE MADE APARTBEREOF. SllBJBCfTO: EASEMBJ!ITS, ENCUMBRANCES, RESERVATIONS AND 1UES11UcrIONS AS SET POR1H IN IXIIIBrr "A" ATTACBBD BERBTO AND BY THJS REFEREl'iCE MADE A PART Jll.RBC)Jr. Astesacin Ptopeny Tax Parcel AccuuDt Numba(1): 18%385-9306 Dated Ibis 211t day of JuDe. 2005 ,.c:r1ptioa: lCmg,lf'A DocUmeDt-Year.Ho.ut.b.Day.DocID 2005.622.2514 Page: 1 of :I 'der: 3 G'oIIIIIIeJlt: . ..••... (sEAt;1 . S1'A-TE OY-W~G.'OON • • CountY 01 IQlIG . On LIlia .clay 01 Ha-r..ch, 1976, , ber';"'me, the undandped: . ." .-' • Notary Public In and fOr th$ S~atB of Waahinston, duly comnliliaioned and aWom..personafly ap"";red ~AM B. 8t.tss~NG . to me kD<lwn to be the indi,-id';"f· U\!'lCI1Qe[d in and who execut.ed tbe·ron!going instrument, .nd •. acklJOwl. edged to -.·tbat he .i~ a.,.d _loiiI this IBid iDStnlment as his rree "nd· voluntary aCt·and deed ror tho ~ and pUrpll8e!>tbemn mentioned. . ............ . GIVE" under my band and ollirial """llhiII --• CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: October 13, 2006 To: City Clerk's Office From: Stacy Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. ~~--::-._=-:: ~~..:L..~":I:._--. -~~. . ~#-.ti ;W~'-~~ _'F. "'.,~~ ·"·.-I''hq''~-I~' .. ", _ ~:_~_._'-< "',_": --,I . Project Name: Benner Short Plat l~ ! LUA (file) Number: LUA-OS-113, SHPL-A i \: ________________________________________________________________________ ~'1 II Cross-References: ~.! Ii AKA's: ~ ~------------------------------------------------------------------------:~ .j Project Manager: Valerie Kinast I' ': _______________________________________________________________________ rl 1] Acceptance Date: September 27, 2005 ~ ~:~A-P-P-I-ic-a-n-t-:----------------C-.-T-ho-m--a-s-F-o-st-e-r---L-a-n-g-Ie-y-D-e-v-e-Io-p-m-e-n-t-G-r-o-u-p--------------~ ;! Owner: Langley Development Group ~ Contact: Darrell Offe -Offe Engineers ~ \ .. --------------'------------------------------------------------------__ ,' I,: PID Number: 1023059306 fl ;~,...: ----------------------------------------------------------------- :J ERC Decision Date: r :. ERC Appeal Date: :, ~------------------------------------------------------------------.~ !; Administrative Approval: September 28, 2006 '1 Ii Appeal Period Ends: October 11, 2006 (1 Il~p-U~b~l-ic--H-e-a-r-in-g--D-a-te--:----------------------------------~-------------~: ': Date Appealed to HEX: I: :' By Whom: ~i il HEX Decision: Date: J,! I~-----------------------------------------------------------------------~ 11 Date Appealed to Council: :' By Whom: Council Decision: Date: I', i : ~ Ii Mylar Recording Number: :1 ~ II Project Description: The applicant is requesting Administrative Short Plat approval to subdivide a ~ Ii 21,739 sq. ft. lot zoned R-8 into 3 lots for development of single-family detached homes. Lots will r'l :~ range from 5,059 -6,296 sq. ft. Access for proposed Lot 1 will be from NE 5th Place and access for il !; proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. :i , h II '! Location: 5218 NE st Place ;1 \ Comments: I, II " .1 1 .~ C. Thomas Foster Langley Development Group 6450 Southcenter Blvd ste: #106 Seattle, WA 98188 tel: 206-244-0122 (owner / applicant) Updated: 09/22/05 e. PARTIES OF RECORD Benner Short Plat LUA05-113, SHPL-A Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058-7832 tel: 425-260-3412 eml: darrell.offe@comcast.net (contact) (Page 1 of 1) OCtober 13, 2006 Darrell Offe Offe Engineers 139.32 SE 159.th Place Renton, WA 9.8058 • SUBJECT: Benner Short Plat LUA05-113, SHPL-A Dear Mr. Offe: CITye>F RENTON PlanningIBuildingIPublic Works Department Gregg Zimmerman ,P.E., Admhiistrator This letter is to inform you that the appeal,,' period ended on October 11, 2006 for· the Administrative Short Plat approval. No appeals were filed. This decision is final and you may proceed with the next step of the short plat process. The enclosed handout, titled "Short Plat 'Recording," provides detailed information for tris process. . The advisory notes and conditions ,listed ·in the" City 'of Renton Report.-& Decision dated September 28, 2006 must be satisfied beforei·theshort plat can be. recorded. In addition, comments received ~froni the Property Ser:vipes[)epartment in regard to the final plat submittal are being forwarded for your consideration;,';, .•... . If you have any questions regarding the report and decision issued for this·short plat proposal, please call me at (425) 430-7270. For questions regarding the recording . process for the short plat, as well as for submitting revised plans, you may contact Carrie Olson at (425) 430-7235. Sincerely, l/a4J!U~ Valerie Kinast Associate Planner , cc: Langley Development Group / Owner Enclosure ----.,--'---lO-S-S-So-u-th'-Gr-ad-y-W-a-y---R-en-to-n,-'-W-as-hi-·n-gt-o-n'-9-S0-S-S------~ ~ This oape' "';nt.in~ 50% recvcIE.d material. 3b% oost oansumer AHEAD OF T'HE CURVE REPORT & DECISION REPORT DA TE: Project Name Owner/Applicant: Contact: File Number Project Description Project Location Project Location Map e e cc:.~URw.E NAME IWiA1flt,TE II: t!d:~,1lt. -:r. lIb. . n .J ~4j 1.1 ,If,. J). f)JoJItV 11K lU 12: r..t;; City of Renton k'. a" 7/"t, >(;; Vf ~ Department of Planning / Building / Public Works ADMINISTRA TIVE SHORT PLA T REPORT & DECISION September 28,2006 Benner Short Plat Langley Development Group 6450 Southcenter Blvd. #106 Seattle, WA 98188 Darrell Offe Offe Engineer~ 13932 SE 159 Place Renton, WA 98058 LUA-05-113, SHPL-A I Project Manager J Valerie Kinast, Associate Planner The applicant, Langley Development Group, Inc. is requesting Administrative Short Plat approval of the subdivision of an existing 21,739 square foot (0.50 acre) lot into 3 lots. The zoning designation is Residential - 8 (R-8) dwelling units per acre and the resulting density would be 7.69 du/acre. The existing single-family residence and garage would be removed as part of this short plat. Lot 1 would have access from NE 5t1i Place, and Lots 2 and 3 would have access from the extension of Jericho Rd. NE. areas on the site. 5218 NE 5th Place There are no known critical N t SHPLRPT 05-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A B. GENERAL INFORMA TION: 1. Owners of Record: Langley Development Group 6450 Southcenter Blvd #106 Seattle, WA 98188 2. Zoning DeSignation: Residential-8 dulac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) Page 2 4. Existing Site Use: The site has a single-family residence and garage proposed to be removed. 5. Neighborhood Characteristics: 6. 7. North: Single Family Residential (R-8 zoning) East: Single Family Residential (R-8 zoning) South: Single Family Residential (R-8 zoning) West: Single Family Residential (R-8 zoning) Access: Site Area: NE 5th Place and extension of Jericho Ave. NE 21,739 square feeUO.50 acres C. HISTORICAL/BACKGROUND: Action Comprehensive Plan Land Use File No. N/A Ordinance No. 5099 Date 11/01/2004 Zoning Annexation N/A N/A 5100 4924 11/01/2004 12/05/2001 D. PUBLIC SERVICES: 1. Utilities Water: The proposed project is within the water service area of Water District 90 (WD 90). The applicant submitted a Certificate of Water Availability from K.C. Water District #90. The proposed project is located outside an Aquifer Protection Zone. Sewer: There is an 8-inch sewer main on Jericho Ave NE (SE corner of the project site). There is also an 8-inch sewer main along NE 5th Place. Surface Water/Storm Water: A storm drainage plan and drainage report was provided. The applicant is proposing dry wells for the individual lots. This project drains to the Maplewood Creek sub- basin. Streets~ 28 ft. of pavement is in place along NE 5th Place. 2. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations 3. Chapte~ 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards SHPLRPT 05-113. doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05·113, SHPL·A Page 3 Section 4-7-150: Streets-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element -Residential Single Family 2. Community Design Element G. DEPARTMENT ANAL YSIS: 1. Project Description/Background The applicant, Langley Development Group, is proposing to subdivide an existing lot into three new lots for eventual construction of detached single-family houses. The proposed lot is 0.50-acre (21,739 square feet) and zoned Residential - 8 dwelling units per acre (R-8). An existing single-family house and garage would be removed. The lots would be between 5,058.8 sq. ft. and 6,190.4 sq. ft. The proposal for the eventual development of a three-lot subdivision, with deductions for dedication of right-of-way on NE 5th Place and Jericho Ave. NE, would have a net density of 7.69 dwelling units/acre. The topography of the subject site is generally flat, with Alderwood series soils. The applicant submitted a conceptual landscape plan with proposed street trees and two new trees per lot. 2. Environmental Review Except when Ideated 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 the report. 5. Consistency Short Plat Criteria Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the short plat: a) Compliance with the Comprehensive Plan Designation SHPLRPT 05-113. doc The'site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map'. Lands in the RSF designation are intended to be used for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger subdivision, 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: Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family neighborhoods. The'proposed project for three lots would arrive at a net density of 7.69 dwelling units per net acre, which is within the allowable density range. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 4 minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. The proposed project site is less than an acre (21,739 sq. ft. or 0.50 acre). All of the proposed lots are equal to or exceed the minimum lot size of 5,000 square feet. Policy LU-1S2. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fenCing, and sufficient area for maintenance activities. The proposed new lots would meet the required lot size, width, and setbacks to create sufficient front, rear, and side yard areas. Policy LU-1S4. Interpret development standards to support new plats and infill project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. The site would be divided into three rectangular lots that are similar in size, orientation and building envelopes to other development in the neighboring area. Approval of this application would not decrease the quality of life for residents in the immediate vicinity. Policy CD-12. In fill development, defined as new short plats of nine or fewer lots, should be enc?uraged in order to add variety, updated housing stock, and new vitality to neighborhoods. The proposed short plat would subdivide an existing lot into three lots. The eXisting residence would be removed, thus allowing two new single-family dwellings to be constructed, which will update the housing stock in the existing neighborhood. b) Compliance with the Underlying Zoning Designation SHPLRPT 05-113. doc The'subject site is deSignated Residential - 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of three new single-family dwelling units with the removal of the existing single-family structure and garage. 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. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. The short plat would require dedication of approximately 4,768.7 sq. ft. of public right-of-way, resulting in a net site area of 0.39 acres. Based on three lots, net density would be 7.69 (3 units/0.39 acres) dwelling units per acre, which is within the allowable density range for the R-8 zone. The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and 20 feet for an attached garage, side yard is 5 feet, side yard along a street is 15 feet for the prin1'ary structure and 20 feet for an attached garage and the rear yard is 20 feet. The allowed lot dimensions for the R-8 zone are minimum lot width of 50-foot for interior lot, 60- foot for corner lot and minimum lot depth of 65 feet. As proposed, Lots 1 and 3 are interior lots with a width of 50.02 feet and a depth of over 100 feet. Lot 2 is a corner lot. It is 62.27 feet wide and over, 100 feet deep. All lots comply with lot dimension requirements. The allowed building lot coverage in the R-8 zone is 35 percent or 2,500 square feet whichever is greater for lots over 5,000 square feet in size and lots 5,000 square feet or less are allowed a maximum of 50 percent lot coverage. The existing residence and garage would be removed as a condition of the short plat approval. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. The lot coverage for the new lots would be verified at the time of building permit review. The parking regulations required that detached or semi-attached dwellings provide at minimum of two off-street parking spaces. As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements will be verified at the time of building permit review. City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 5 c) Community Assets The City's landscape code (RMC 4-4-070) requires all short plats to provide a 5-foot landscaped strip in the front yard area of lots that abut a public right-of-way. The applicant will be required to install a 5-foot landscaped strip along the frontage of NE 5th Place and Jericho Ave. NE within the proposed lots. In addition, the applicant will be required to plant two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 - 8 feet in height (conifer), within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted as part of the proposed land use application showing the two new trees per lot. The 5-foot landscape strip was not shown. Staff recommends that as a condition of short plat approval the applicant be required to submit a detailed landscape plan, which includes the items listed in the definition of detailed landscape plan in RMC 4-8-1200(12). The required landscape areas must be irrigated or use of drought-resistant plants. d) Compliance with Subdivision Regulations Streets: The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. One new lot (credit given for the existing residence) is expected to generate approximately 19.14 (9.57 trips x 2 lots) new average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x 19.14 trips = $1,435.50) and is payable prior to the recording of the short plat. Blocks: No new blocks will be created as part of the proposed short plat. Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the R-8 zone. Each lot is rectangular in shape; Lot 1 is oriented to NE 5th Place and Lots 2 and 3 are oriented to Jericho Ave. NE. The minimum lot size for parcels less than one acre in the R-8 zone is 5,000 square feet. With lot sizes ranging between 4,812 sq. ft. and 5,895 sq. ft., the proposed short plat meets the minimum lot size requirements. The'dimensions of the proposed lots meet the minimum width and depth requirements (see discussion under Compliance with the Underlying Zoning Designation) and are compatible with other existing lots in this area under the same R-8 zoning classification. In addition, the lots appear to contain adequate building areas for the construction of suitable single-family residences when taking setbacks and lot coverage requirements into consideration. These requirements will be ryviewed at the time of building permit application. The size, shape, orientation and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone. e) Reasonableness of Proposed Boundaries Access: Lot 1 would front onto NE 5th Place, and Lots 2 and 3 would front onto Jericho Ave. NE. Topography: The topography of the subject site is generally flat. Relationship to Existing Uses: The properties surrounding the subject site are single-family residences and are designated Residential - 8 Dwelling Units Per Acre (R-8) on the City's zoning map. The proposal is for two additional lots, which complies with the density allowed in the R-8 zone. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourages residential infill development. f) A vailability and Impact on Public Services (Timeliness) SHPLRPT 05-113. doc Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. A Fire Mitigation Fee, based on $488.00 per new single-family lot with ,credit given for the existing single-family residence, is recommended in order to mitigate the City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 6 proposal's potential impacts to City emergency services. The fee is estimated at $976.00 ($488.00 x 2 new lots = $976.00) and is payable prior to the recording of the short plat. Schools: According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed short plat!would result in a maximum of one additional student (0.44 X 2 lots = 0.88 rounded up to 1) to the local schools (Maplewood Heights Elementary, McKnight Middle School and Hazen High School). It is anticipated that the Renton School District can accommodate any additional students generated by this proposal. Storm Water: Due to downstream flooding and erosion problems in the area, staff recommends that.the project comply with the 1998 King County Surface Water Design Manual Level 2 standards for both detention and water quality. The applicant has submitted a drainage report titled Report - Limited Hydrological Services, Roof Drainage and Infiltration, completed by Icicle Creek Engineers, dated August 29, 2006, addressing storm water drainage design. Staff recommends that the applicant be required to follow the recommendations found in the report as a condition of short plat approval. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq. ft. with the condition that this be placed on the face of the short plat prior to recording. A copy of the modification is attached to this report. A Surface Water System Development Fee is required upon development of the site, and will be charged at the current rate of $759.00 per new single-family lot. The fee is payable prior"to the issu~mce of the utility construction permit. To ensure the upkeep of the proposed stormwater facilities, staff recommends as a condition of the short plat approval, the applicant establish a Home Owner's Association or a maintenance agreement to maintain the stormwater facilities. Additionally, to control the runoff impact during site preparation and grading, the applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control ReqUirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. Water and Sanitary Sewer Utilities: The site is within the water service area of Water District 90 (WD 90). The applicant has submitted a certificate of water availability from WD 90. The required fire flow for single-family residences is 1,000 gpm, and a fire hydrant is required to be located within 300 feet of all single-family residence. A water service line to the two new lots shall be provided. New water service stubs to each lot must be installed prior to recording of the short plat. There are 8-inch sewer mains located in Jericho Ave. NE and NE 5th PI.. The sewer line must be extended along the extension of Jericho Ave. NE. The proposed short plat shall provide separate side sewers stubs to each building lot. No dual side sewers are allowed. Each new lot must be served with an individual side sewer at a minimum slope of 2 percent. Sewer stub-outs must be I installed prior to the recording of the short plat. A System Development Charge of $1,017.00 per each new lot is required. The site is also subject to an East Renton Special Assessment District fee ... These fees are payable at the time of issuance of a utility construction permit with credit given for the existing residence. H. Findings: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Benner Short Plat, File No. LUA-05-113, SHPL-A. 2. Application: The applicant's short plat application complies with the requirements for information for short plat review. The applicant's short plat plan and other project drawings are contained within the official land use file. SHPLRPT 05-113. doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28, 2006; PROJECT LUA-05-113, SHPL-A Page 7 3. Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Single Family (RSF) land use designation. 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential Single Family - 8 (R-8) zoning designation, provided all advisory notes and conditions of approval are complied with. 5. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided all advisory notes and conditions are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North: Residential Single Family (zoned R-8), East: Residential Single Family (zoned R-8); South: Residential Single Family (zoned R-8); and West: Residential Single Family (zoned R-8). 7. Setbacks: The setbacks for future development on the proposed lots would be evaluated based on the standards applicable to lots along streets existing as of March 1, 1995. The front yard setback of proposed Lot 1 would face NE 5th Place, and that of Lots 2 and 3 would face Jericho Ave. NE 8. System Development Charges: A Water System Development Charge, a Surface Water System Development Charge and a Sewer System Development Charge, at the current applicable rates, will be required for the each new single-family residence as part of the construction permit. 9. Public Utilities: The applicant will be required to install individual sewer and water stubs to serve the new lots~ I. Conclusions: 1. The subject site is located in the Residential Single Family (RSF) comprehensive plan designation and complies with the goals and policies established with this designation. t 2. The subject site is located in the Residential - 8 Dwelling Units Per Acre zoning designation and complies with the zoning and development standards established with this designation provided all advisory notes and conditions are complied with. 3. The proposed three 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. 4. The proposed three lot 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. J. DECISION:; The Benner Short Plat, File No. LUA-05-113, SHPL-A, is approved subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. The app,licant shall pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 3. The applicant shall comply with the recommendations contained in the "Limited Hydro geological Services -Roof Drainage Infiltration" report, dated August 29, 2006. 4. The applicant shall pay the required Fire Mitigation Fee based at the rate of $488.00 per new single- family lot with credit given for the existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 5. Due to downstream flooding and erosion problems, staff is recommending a condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 'flow control) and water quality improvements. 6. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the plat in order to establish maintenance responsibilities for this development. A draft of SHPLRPT 05-113. doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-OS·113, SHPL·A Page 8 the document(s), if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to the recording of the plat. 7. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: TRANSMITTED this 28th day of September, 2006 to the Owners/Applicants: Langley Development Group 6450 Southcenter Blvd #106 Seattle, WA 98188 TRANSMITTED this 2£ih day of September, 2006 to the Contact: Darrell Offe Offe Engineers 13932 SE 159th Place Renton, WA 98058 TRANSMITTED this 2£ih day of September, 2006 to the Parties of Record: N/A TRANSMITTED this 2£ih day of September, 2006 to the following: Larry Meckling, Building Official Stan Engler, Fire Marshal Neil Watts, Development Servites Director Jennifer Henning, Principal Planner Jan Conklin, Development Services Carrie Olson, Development Services South County Joumal Land Use Action Appeals & Requests for Reconsideration c4Jl.~!oo ~ The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14·day appeal period (RCW 43.21.C.075(3); WAC 197·11·680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator 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 Administrator finds insufficient 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 following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on October 11, 2006. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4·8·110. Additional information regarding the appeal process may be obtained from the Renton . City Clerk's Office, (425) 430·6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. EXPIRATION DATE: The" Short Plat approval will expire two (2) years from the date of approval. An extension may be requested pursuant to RMC section 4·7-080.M. SHPLRPT 05-113. doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 9 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shall be permitted on Sundays. Property Services 1. Please see attached comments from Property Services. Fire 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. Plan Review -Water 1. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. Plan Review -Sewer 1. A sewer main extension along the extension of Jericho Ave NE will be required. The sewer main shall be installed at a depth and slope that will allow sewer extensions to the north. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. This parcel is subject to the East Renton Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 4. A Sewer System Development Charge of $1,017 per new building lot is payable at the time of issuance of utility construction permit. Plan Review -Surface Water 2. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq.ft. with the condition that a note be placed on the face of the short plat stating this limitation. 3. A Surface Water System Development Charge of $759.00 per each new single-family lot is payable at the time of issuance of a construction permit. Plan Review -StreetslTransportation 1. A code modification has been granted to reduce the dedication to 30-foot for Right-of-Way along the extension of Jericho Ave NE, with a minimum of 20-foot pavement. The code modification was condition upon installation of "No Parking" signs; curb and gutter and landscape along the eastern edge of the pavement; fencing if a rockery is needed along the new ROW. 1 2. Dedication of 15-foot radius will be required along NE 5th PI and the extension of Jericho Ave NE. __ 3. Dedication of a minimum 7-foot for Right-of-Way will be required along the frontage of the parcel with NE 5th Place. 4. Street improvements including, but not limited to: paving, sidewalks, curb and gutter, storm drain, landscape and street signs will be required along the frontage of the parcel with the extension of Jericho Ave NE and along NE 5th PI. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General' 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete, three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fees shall be submitted to the 6th floor counter. SHPLRPT 05-113. doc ~~ if 8~ fI ~fi A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I I 2 r ...... . t --. ,-_. '--'--I I w z w u « ..J D.. ! i ! I I 1 ! ~ 0 1 UI ~I ...J r _. --~__ _ .... VV''' I I .li"~'>--I _ JG c) (1'-' --. -, 4 ~ -f:.-<;"S\~· ' I , _ £,'i:--:-_~~ -__ I ,(')[)'Y'O,?'Y:-• \ \>.,))1)--------l \'T-' I \.V I f :I>C --" -( \" ' 3 r(W.»lO RtB4P ~ \ ", j: tAP 0.00'-\ I t~----- r-: \\\ ~ I \)\'4. 'iO~e (('~\.. r.bU"\'l ,,')~ i-\(pt:.:'i i.."i~ ') .... r;;,c§j\l- .-f!(;\)'::l{' \'.I'!L' i "" r-------__ _ I ' I I I I I ~~l ~~ I "'f ..... f""'" ' ~.l 21' """"'*, '"';;I' ':g :::: t:.AR'~~ t."f ... 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GRAPHIC SCALE o tD to 010 LoJ-oi I 'fIWIt_ZOfHI fQ ~II ~ IIII1 o I ..... lL.. I ~ ~ R-=8 :::··::::::::~·::::RY:::·:1=8·::·=·:··· --Vflrst~-r·--- RM-F ZONING PIBIPW Tl!CBNICAL SBB.V1CJ!S 0lIl6I06 D6 -3 T23N R5E E 112 SE 113th SE 117th - - - -Renton ~ UmltII y t2Jo ~o 1:4800 E6 10 T23N R5E E 1/2 5310 I I ~NING MAP BO~ 92 .r , iJ 93 .;' 455 ; (,J 8~til] [!tag B!r 25 T~~fl4~., .~ ... j~ri:i44N,~~ Mi1 C7 35 "Tk4N R5E 35 T23N F,l5E---, 36 RESIDENTIAL ~ Resource Conservation ~ Residential 1 dulac ~ Residential" dulac ~ Residential B dulac I RHH I Residential Manufactured Bomes 10-10 1 ResldenUaI 10 dulac 10-141 Residential 14 dulac I RM-rl Residential Multi-Family 1 OM-T 1 ResidenUal Multi-Family TradiUonal I RH-U I Residential Multi-Family Urban Center. MIXED USE CENTER ~ Center Village luc-NII Urban Center -North 1 ~ Urban Center -North 2 @] Center Downtown-. I COR I Commercial/Office/Residential COMMERCIAL ~ Commercial Arterial- ~ Commercial Office. ~ Commercial Neighborhood 833 Ji)? 2 T22NR5E INDUSTRIAL W Industrial -Heavy o Industrial -Medium o Industrial -Light (P> Publicly olJDed --Renton City Limits --Adjacent City LimIts _ Book Pages Boundary KROll PAGE 1 T2 • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts, please see RMC 4-3. PAGE# INDEX SECTITOWN.flANGE Printed by Print & Mail Services, City of Renton Kathy Keolker-Wheeler. Mayor CIT" F RENTON PlanningIBuildinglPublic Works Departinent Gregg Zinimerman P.E., Administrator November 30, 2005 Thomas Foster, President Langley Development Group 6540 Southcenter Blvd., Suite 106 Seattle, WA 98188 Subject: Benner SHPL (LUAOS-113) Request for Modification -Street Width Reduction Dear Mr. Foster: The street modification request associated with the proposed single-family residential short plat, located generally at the intersection of Jericho AvenueNE and NE 5th Place, has been reviewed. This is an infiH development in an existing neighborhood at the intersection of two existing roads. The existing streets are pavement with pedestrian improvements. Blessing SHPL borders the property on the north and Honeybrook 3 plat is on the wt?st. The proposed modification requests to allow the proposed new road width for Jericho Avenue NE to be reduced to 26 feet of paving along the eastern edge ofthe property. The Street Modification request for Jericho A venue NE is denied as requested. A Street Modification to match the Blessing Short Plat cross section is approved with one condition. City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights-of-way for, within, and dedicated bya plat. There are also certain standards for WIdth of dedication for proposed streets to be added to the City grid. One of these is the 35-foot half-street improvement to provide 28 feet of pavement with parking only on the development side, 5-foot sidewalk and curb, and streetlights. This allows full use of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. Jericho Avenue NE for Blessing Short Plat to the 35- foot half-street dedication but with was modified to a 26-foot pavement width and 5-foot sidewalk cross- section with the back of sidewalk being on the property line. This allows proper turning radius installation and latitude for the fill that is required for utility installation. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. The Modification Procedures as defined in Section 4-9-250D clearly states the criteria for approval by the department Administrator. In order for a modification to be approved, the department Administrator must, " ... fmd that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection, and maintainability intended by this Ordinance, based upon sound engineering judgment; and (b) Will not be injurious to other property(ies) in the vicinity; and (c) Conform to the intent and purpose of the Code; and -------=-1-=-05=-=5:-:S=-o-ut-=-h--=G=-r-ad-=-y--W.=-=-a-y---R-e-nt-o-n,--:w.=-=-a-sh-:-i:-ng-t-on---:-9-::-80-:-5:-:5~---'-----~ ~ This paper contains 50% recycled material. 30% oost consumer AHEAD OF THE CURVE Benner SHPL (LUA05-113) November 30, 2005 Page 20f2 (d) Can be shown to be justified and required for the use and situation intended; and (e) Will not create adverse impacts to other properties in the vicinity." Meets objectives and safety function: The intent of public ancl emC!rgency access and pedestrian amenities is not met with the proposal for Jericho A venue NE, as completion of the anticipated improvements for pedestrian amenities and additional pavement width is not provided to match the development' to the north. . Not injurious or adversely impact adjacent properties: Adjacent properties are not injured nor adversely impacted as all dedications are from the 'proposed short plat and complete the grid pattern fot the intersection. Conforms to the intent of the code: The in~«llt~,0t:iprovidin,g,forthe City street network is met with the • • '-'I~> '._ ~i'::~ , dedication and extension of Jericho Averiue,NE:'" : 4~\,~,. . Justified and ~eguired f~r~se an~csit~:~i6n"'1~tel!~~:<I~: zofRi;r~~ parcelis R-8, S~ngle Family. The plat provides the mrnlffium,;r~ess~ for full use for-aec~s~J.?9IDe{g~pcy and domestic, as well as pedestrian amenities. .) .... '> ,-'. >';"'." •• ~{iJf'" 'I;), . ,'>;''' .,<-.'i;.,."''S'' . 0· The StreetModificationto/~ri~iiij' A:~enue N'El'taiiifaWlbthe ifl~ssil ~ort Plat is a' roved with one condition:· ,", .:;' _.;/~ ! ::? ,,~'~ . . 1. "No Parking" signs$hall~ post'~ . here tq'e p~~err!~nt is less than 28 feet wide. This decision to deny the p~~posed Street ~ixIii(~atio ~ect tba fourtien-(14) day appeal period .... _ '& * / .. j'.., ~ • ?f .,>t_ '. . from the dat~, of this l~tter. ~ ~J?p&ls of the administr e d.,¢i~!2~ftJn~t be filed with the City of Renton HeanngExamrner by SiP<) P_~,J)~ember 13, 2005';Y'·,L~;H . . _ '\:~? ~~~< .<~/-,', "", '_', _7:0"'-'':?~~/:-''<':'-0\. 0,;tt Appeals mustbefLled in writing t~g~~~f With thff/equ~l~~~Qd ,JPpiication fee with: Hearing Ex~ner,Cityof Renton, 1055 Soutl1'~~~~.WaY\Re~t~,~'\V~g055: City of ~enton Municipal Code SectIOn 4-8-110governs appeals to the Examrnef~'2AdPitiGfirtriiiformatIon regardmg the appeal process . may beob~ed from the Renton City Clerk's Office,(425)430-651O. If you have any questions, please contact Janlllian, projec(iriariager, at 425-430-7216. Sincerely, ~ . . ."",~~C\U Ka]':ttriCk Development Engineering Supervisor Public Works Inspections & Permits cc:Neil Watts, Development Services Director Stan Engler, Fire Marshal Jan TIliari, Engineering Specialist Land Use File Kathy Keolker. Mayor . September 6, 2006 Darrell Offe . .' Offe Engineers PLLC 13932 SE 159th Place Renton, WA 98058-7832 SUBJECT: '. Benner Short Plat LUA05-113 Off Hold Notice Dear Darrell: CITY «FRENTON . PlanninglBuildinglPublicWorks Department Gregg Zimmerman P.E., Administrator Thank you for submitting the additional materiais f(!questedin the October 11, 2005 hold . letter·frorrithe previous planner, KerriW~aver. Yollr'{jroject has been taken off hold. and the CitY willcoriHnue reviewof the project. . .. . Sincerely, 1/~(fU~ Valerie Kinast Associate Planner cc: C. Thomas Foster/ Owner and Applicant '-:-""-~----1O-5-5':""S-OU-th-G-,-'-rad""'Y-W-a-Y---R-en-to-n-. ·-W-as-hln-· -gt-o-n-9-80-5....;.5------'--·~ ® This paper contains 50% recycled materiaJ •. 30% post consumer AHEAD OF THE CURVE September 1, 2006 Thomas Foster, President Langley Development Group 6540 Southcenter Blvd., Suite 106 Seattle, W A 98188 SUBJECT: Benner Short Plat (LUA05-113) Request for Modification Dear Mr. Foster: CITye-F RENTON PlanninglBuildinglPublic Wodes Department Gregg Zimmerman P.E., Administrator A modification request associated with the proposed single .. :family residential short plat, located generally at the intersection of Jericho AvenueNE and NE 5th Place, has been reviewed. This is an infill development in an existing neighborhood at the intersection of two (2) existing roads. The existing streets. are pavement with pedestrian improvements. The modification request is asking that the single family, residential lots be limited to a maximum of 3,500 square feet of impervious surface. The developer has requested to be allowed to limit the maximum impervious surface per lot to control the size of the required storm water facilities serving the plat per the 2005 King County Surface Water Design Manual. This figure is,bel()~ the maximum allowed by Renton City code. There is no minimum lot coverage threshold. The square footage proposal represents the maximum impervious surface coverage to be allowed including porches, decks, pavers, or . . additional paving or concrete. The modification requeSt is approved to allow final design of the storm drainage facility using 3,500square feet per lot with two (2) conditions: 1. A statement of covenant shall be pl~ced and recorded both on the face of the plat .and within the CC&R's for the HOA to be formed with the plat limiting the impervious coverage of the single family lots to 3,500: 2. A restrictive covenant shall be recorded limiting installation within the backyard setbacks to pervious landscaping only such as grass, shrubs, and trees. This decision to approve the proposed modifications is subject to a fourteen-(14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m., September 14, 2006. -------1O-S-5-S-ou-th-Gr-ad-y-W-ay-.. -R-e-nt-on,-W-as-h-in-gt-o-n7"'9-8-05-5------~ ~ This oaoerrontains 50% recVded material. 30% DOS! consumer AHEAD OF THE CURVE Thomas'Poster / September 1, 2006 Page2of2 'e .' -. . ,". . ... " Appeals mti,s~cbefiledjn writing together with the 'requited $75.00 'appHcation fee with: Hearing .. ·Exanriner,City dfRenton, H155 South Grady Way; Rentop.;WA 98055. City of Renton " Municipal Code Section 4':8-119 governs appeals to,fueHeanrig,Exanriner. AdditiOIial " infonnationregardtng the appeal process maybe obtainerlfroiri t:heRenton City Clerk's Office, (425) 4~0-6510. . " '. . , ' . Sincerely, ttr:Ki~~uht(] . .' .e;."' ':'Y.""Y~""',",;", Development, Engineering Superyisor,'''- Public Works Ij1speciitms & :~mnts l. ,. '<:~\\" .!;:. CC: ,Neil W~tts, DevelqpIIleI1t'Services:0kector' .. LanaUseFile~ . if"" ''it,,: " , " "~" ", ;,' ,'" '., <: ,'. ,- ," .. ':. DATE: TO: FROM: SUBJECT: • CITY OF RENTON MEMORANDUM September 7, 2006 Valerie Kinast Juliana Fries (x: 7278) Benner Short Plat -LUA 05 -113 5218 NE 5th Place I have reviewed the application for this 3-lot short plat, located at 5218 NE 5th Place, and the following comments: EXISTING CONDITIONS WATER SEWER STORM STREETS The proposed development is within the water service area of Water District 90 (WD 90). The applicant submitted a Certificate of Water Availability from K.C. Water District #90. The proposed project is located outside an Aquifer Protection Zone. There is an 8-inch sewer main on Jericho Ave NE (SE corner of the project site). There is also an 8-inch sewer main along NE 5th Place. A storm drainage plan and drainage report was provided. The applicant is proposing dry wells for the individual lots. This project drains to the Maplewood Creek sub-basin. 28-foot of pavement is in place along NE 5th Place. CODE REQUIREMENTS WATER 1. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. SANITARY SEWER 1. A sewer main extension along the extension of Jericho Ave NE will be required. The sewer main shall be installed at a depth and slope that will allow sewer extensions to the north. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. This parcel is subject to the East Renton Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 4. The Sanitary Sewer System Development Charges (SOC) is $1,017 per building lot. This fee is payable at the time the utility construction permit is issued. SURFACE WATER 1. A code modification has been granted to restrict the maximum impervious area per lot to 3,SOO sq.ft. with the condition that a note be placed on the face of the short plat stating this limitation. 2. The Surface Water System Development Charges (SDC) is $7S9 per building lot. This fee is payable at the time the utility construction permit is issued. TRANSPORTATION 1. A code modification has been granted to reduce the dedication to 30-foot for Right-of-Way along the extension of Jericho Ave NE, with a minimum of 20-foot pavement. The code modification was condition upon installation of "No Parking" signs; curb and gutter and landscape along the eastern edge of the pavement; fencing if a rockery is needed along the new ROW. 2. Dedication of 1S-foot radius will be required along NE Sth PI and the extension of Jericho Ave NE. 3. Dedication of a minimum 7 -foot for Right-of-Way will be required along the frontage of the parcel with NE Sth Place. 4. Street improvements including, but not limited to: paving, sidewalks, curb and gutter, storm drain, landscape and street signs will be required along the frontage of the parcel with the extension of Jericho Ave NE and along NE Sth PI. S. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. RECOMMENDED CONDITIONS 1. The traffic mitigation fee of $7S per additional generated daily trip shall be assessed at a rate of 9.S7 trips per single-family residence. 2. The applicant shall comply with the recommendations contained in the "Limited Hydro geological Services -Roof Drainage Infiltration" report, dated August 29, 2006, regarding "site preparation and grading activities be completed during the drier months; structural fill; and infiltration facilities. 3. Due to downstream flooding and erosion problems, staff is recommending a condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 4. The project shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. cc: Kayren Kittrick City o.nton Department of Planning / Building / puAorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ? COMMENTS DUE: MARCH 14,2006 APPLICATION NO: LUA05-113, SHPL-A DATE RECIRCULATED: FEBRUARY 28,2006 APPLICANT: C. Thomas Foster, Lan ment PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 s uare feet BUILDING AREA ross: N/A LOCATION: 5218 NE 5th Place I WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat approval to subdivide a ~~~~Gtqlj('!U~ R- 8 into 3 lots for development of single-family detached homes. Lots will range from 5,059 -6,296 sq. ft. Access for proposed Lot 1 will be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELA TED COMMENTS ~ a;;f:fci{_I::-/vzd' We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas whe additional informati j is needed to properly assess this proposal. rJ. . 9 -1-00 Signal Dale ( LPeJ) S# __ ~~ __________ _ Project Name: £?eNl\\eR. ~l...-. Project Address: S.),.\«) NB ~ Q\~ Contact Person: ::1-.... h..I.l.w.Qm.:.:..l.ll(,l,;:lo.2"--1.fo~>~~=.;.. ________ _ Permit Number: ~L~U~~~O~S~--~'~\2~ ______________________________________ __ Project Description: -1114 Lof 12fi?. $wvz.f fl.A1 '6.1111\ Ot-J12 i3:¥I?ifU)() Land Use Type: ~Residential o Retail o Non-retail , . - ::c"lculatiOn': \-\o\t:*" 112 \?:& DEMQ L \ E> l«..--D . Method of Calculation: g--iTE Trip Generation Manual, 7th Edition o Traffic Study o Other ~2--(6~\.Q... 0, ,S7 Tr.fS/L"''1 , .- , 3' .... -'\ . -"::.:.~:~ : v,' .. ....,.;: -:~-'''''' ~ -. . c{.C)7(-~ \q, \ 4 (M)(- ~c&tL\~5;~Q Transportation .. Mitigation .Fee: . Calculated by: Da,te of. Payment: .', :0;" . -... ~ pate: ~I~l~ I ' , March 3, 2006 Thomas Foster Langley Development Group, Inc. 6450 Southcenter Blvd., Suite 106 Seattle, W A 98188 Marc Rousso Seattle Redevelopment LLC Subject: Gentlemen: Benner Short Plat (LUAOS-113) Blessing Short Plat (LUAOS-019) Request for Modifications We have reviewed the proposed street modification request associated with the seven lots of two single-family residential short plats located generally on Jericho Avenue extended between NE 5th and NE 6th Streets. These are infill developments in an existing neighborhood with access from NE 5th Place, and a proposed secondary access to NE 6th Street. The modification requests approval of a proposed new dedicated road with a width of 30-feet and 20 feet of pavement to serve the two short plats. Sidewalks, curb and gutter on both sides of the dedicated roadway along with all storm and utility improvements are proposed. With the dedication, only one lot would not have direct public street access, and a maximum of five lots would use the street for primary access. The Street Modification request is hereby approved subject to the conditions listed below. City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights-of- way for, within, and dedicated by a plat or short plat. There are also certain standards for width of dedication for proposed streets to be added to the City grid. One of these is the 35-foot half- street improvement to provide 28 feet of pavement with parking only on the development side, 5- foot sidewalk and curb, and streetlights. This allows full use of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. The Modification Procedures as defined in Section 4-9-250D clearly states the criteria for approval by the Department Administrator. In order for a modification to be approved, the Department Administrator must "find that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection and maintainability intended by this Ordinance, based upon sound engineering judgment; and (b) Will not be injurious to other property(s) in the vicinity; and (c) Conform to the intent and purpose of the Code; and (d) Can be shown to be justified and required for the use and situation intended; and (e) Will not create adverse impacts to other properties in the vicinity." Meets objectives and safety, function: Due to the physical location of the parcel and the location of critical areas such as wetlands and streams, the grade differences between the proposed short plats and the properties to the east, as well as the provision of a secondary access, staff supports the modification request. The intent of public and emergency access and pedestrian amenities is met with the proposal. Not injurious or adversely impact adjacent properties: Adjacent properties are not injured nor adversely impacted as all dedications are from the proposed short plat. Conforms to the intent of the code: The intent of providing for domestic, emergency and pedestrian access is met with the proposal. No street is required at this location to provide for the city grid, and the secondary access allows the maximum number of lots with a better flow pattern and emergency response ability. Justified and required for use and situation intended: The zoning of this parcel is R-8, Single Family. The modifications as requested allow the maximum density and number of lots that still meet the various setbacks and access criteria. The plat provides over the minimum necessary for full use for access, emergency and domestic, as well as pedestrian amenities. The Street Modification is approved subject to the following conditions: 1. No parking is allowed anywhere pavement is less than 28-feet wide. Appropriate signage shall be installed prior to occupancy of any house. 2. Instead of a sidewalk being installed on the eastern edge above the proposed rockeries, the developers shall provide curb, gutter and landscaping. A landscaping plan shall be submitted with the construction plans for review and approval. 3. A fence may be required based on final design review for safety considerations along the eastern edge of the landscaping above the rockery. 4. A street sign with all interior addresses shall be installed at both ends of the road prior to occupancy of any house. This decision to approve the proposed Street Modification is subject to a fourteen (14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner by 5:00 p.m., March 17,2006. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430- 6510. Sincerely, Kayren Kittrick Development Engineering Supervisor Public Works Inspections & Permits cc: Land Use File Neil Watts Stan Engler City o.nton Department of Planning / Building / puAorks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT~ COMMENTS DUE: MARCH 14,2006 APPLICATION NO: LUA05-113, SHPL-A DATE RECIRCULATED: FEBRUARY 28,2006 APPLICANT: C. Thomas Foster, Lan ment PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat SITE AREA: 21,739 s uare feet BUILDING AREA ross: N/A LOCATION: 5218 NE 5th Place I WORK ORDER NO: 77480 BUILDING DIVISION SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat approval to subdivide a 21,739 sq. ft. lot zoned R- 8 into 3 lots for development of single-family detached homes. Lots will range from 5,059 -6,296 sq. ft. Access for proposed Lot 1 will be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10.000 Feet 14.000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELA TED COMMENTS l4.oDI~Ic.-A.no"-.) IS~ro Je.-3. ? / ).-/ )-0"0 lp We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. Signature of Director or Authorized Representative Date DATE: TO: FROM: SUBJECT: MITIGATION ITEMS: FIRE DEPARTMENT MEMORANDUM March 1, 2006 Keri Weaver, Senior Planner J ames Gray, Assistant Fire Marshal rJl r Benner Short Plat, 5218 NE 5th PI. 1. A fire mitigation fee of$488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single- family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to a minimum of 1500 GPM and requires two hydrants within 300 feet of the structure. 2. Fire department access roads are required to be paved, 20 feet wide. 3. Street addresses shall be visible from a public street. Please feel free to contact me if you have any questions. i:\bennersperc.doc City o.nton Department of Planning / Building / pUb.orks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: l=" \ r"e- APPLICATION NO: LUA05-113, SHPL-A APPLICANT: C. Thomas Foster, Langle1 Development PROJECT TITLE: Benner Short Plat SITE AREA: 21,739 square feet LOCATION: 5218 NE 5th Place COMMENTS DUE: MARCH 14,2006 DATE RECIRCULATED: FEBRUARY 28,2006 PROJECT MANAGER: Keri Weaver r-- I: '. \ i," PLAN REVIEW: Julian Fries 11 \ !"., :::l i r BUILDING AREA (gross): N/A ,; I , ,! \ WORK ORDER NO: 77480 .. ' : t \! M~ ~ :1 :[; [ SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat approval to subdivide a 21,739!sq. ft. lot zoned R- 8 into 3 lots for development of single-family detached homes. Lots will range from 5,059 -6,296 sq. ft. Acc~ss for'proposrf{;::''n!:"~'j.t\., be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east Si~~~~ di:f)flffrt)iW~\ A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housino Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS AJA C. CODE-RELA TED COMMENTS ~ ~ ~., i eU.nll1lJt~ ~tt:LJ. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Rat, R .evt~ COMMENTS DUE: OCTOBER 11, 2005 APPLICATION NO: LUA05-113, SHPL-A DATE CIRCULATED: SEPTEMBER 27,2005 APPLICANT: C. Thomas Foster, Langley Development PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 square feet BUILDING AREA (gross): NlA LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for develo~ment of single-family attache~ homes. Lots will range from 4,811 -5,895 sq. ft. Access will be f!om N.E 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland IS located at the sourthern boundary of the property. 5,379 sq. ft. Will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtiGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info ion is needed to properly assess this proposal. -') J~ 9-~~G Signat Date City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: s~/~~ COMMENTS DUE: OCTOBER 11, 2005 APPLICATION NO: LUA05-113, SHPL-A DATE CIRCULATED: SEPTEMBER 27,2005 APPLICANT: C. Thomas Foster, Langley Development PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 square feet BUILDING AREA (gross): NlA LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable PrObable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtiGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Natural Resources Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wher, additional infonnatio i needed to properly assess this proposal. Date Project Name: ~~~~ S~L- Project Address: 5~' £:> \Y(; S~ e\ Contact Person: C. J1.\oH.~ .wS~ Permit Number: _It!1~~~O~5~-~\(2~ ____________________________________ __ Project Description: 'b LoT S(:"Q.. SWiLl fill" Willi ~ @J~TIU~ Land Use Type: ~Residential D Retail D Non-retail Calculation: lbME" Method of Calculation: ~E Trip Generation Manual, 7th Edition D Traffic Study 9 . ~, ~rs / LoT D Other (z.\o) 3-' ~ ~ bo\s"J. q .5,:: \q,\~ A£5\ ,q. \~ X '5\,5::: '$ '}L\3S. ~o Transportation . Mitigation Fee: .$ 1, y:s 1'60 Calculated by: _tS.s......:.:..l ~~.J.lI;.c.IMn~CI.LJ1u~ _______ _ tt c e City of Renton Department of Planning / Bui/ding / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:T ~~Qn COMMENTS DUE: OCTOBER 11, 2005 , APPLICATION NO: LUA05-113, SHPL-A DATE CIRCULATED: SEPTEMBER 27, 2005 APPLICANT: C. Thomas Foster, LanQley Development PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 square feet BUILDING AREA (gross): N/A LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water LiohtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DATE: TO: FROM: SUBJECT: • FIRE DEPARTMENT MEMORANDUM September 27, 2005 Keri Weaver, Senior Planner dO James Gray, Assistant Fire MarshV/l- Benner Short Plat, 5218 NE 5th Place MITIGATION ITEMS: 1. A fire mitigation fee of $488.00 is required for all new single-family structures. FIRE CODE REQUIREMENTS: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single- family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to a minimum of 1500 GPM and requires two hydrants within 300 feet of the structure. Please feel free to contact me if you have any questions. i:\ercplat.doc • City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET ,......... ~ ~ .. REVIEWING DEPARTMENT: fire..-b~k6~1~~_'1~~ . "i ~ nl COMMENTS DUE: DCl ~:!J .' ,~, ... " DATE CIRCULATED: SEI j ;., '\ III APPLICATION NO: LUA05-113, SHPL-A iliEM ER 27 2005 APPLICANT: C. Thomas Foster, Langley Development PROJECT MANAGER: K ~~vJJ ver utr l. I 2005 ~ PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fri 3S SITE AREA: 21,739 square feet BUILDING AREA (gross): ~A ~I .IU \CI~IUri FIRE OEPARWE!H LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A-ENVIRONMENTAL IMPACT (e_g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable PrObable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Ljaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment to,OOOFeet 14,000 Feet B. POLICY-RELATED COMMENTS IJI(, C. CODE-RELA TED COMMENTS \ f , ~:.u ~ep icular attention to those areas in which we have expertise and have identi ·ed areas of probable impact or to properly assess this proposal. ~ 06 Date ICICLE CREEK ENGINEERS Geotechnical, Geologic and Environmental Services August 29,2006 C. Thomas Foster Langley Development Group, Inc. c/o Seattle Mortgage 6450 Southcenter Boulevard, Suite 106 Seattle, Washington 98188 INTRODUCTION -, - ~~ ~:~ -". '" -""-.- Report Limited Hydrogeological Services Roof Drainage Infiltration Benner Short Plat 5218 NE 5th Place Renton, Washington ICE File No. 0133-015 This report presents the results of Icicle Creek Engineers' (ICE's) limited hydrogeological services for infiltration facilities for roof drainage within the proposed Benner Short Plat residential subdivision site located at NE 5th Place in Renton, Washington. ICE completed these services in general accordance with our Confirming Agreement dated August 8, 2006. C. Thomas Foster of Langley Development Group, Inc. authorized our services on August 11, 2006. The general location of the project site is shown in the Vicinity Map, Figure 1. We understand that the City of Renton requires an evaluation of the suitability of the on-site soil and ground water conditions for infiltration of roof drainage from the three future residences to be constructed within the short plat. PROJECT DESCRIPTION Our understanding of the proposed infiltration facilities is based on discussions with Mr. Foster and Gary Stump of Langley Development Group, Inc. and our review of the following plan provided by Darrell Offe of Offe Engineers: • Offe Engineers, Inc., February 13,2006, "Benner Short Plat, Langley Development Group, Inc., Revised Site Plan," 1 sheet. We understand that the project consists of developing the approximately 0.5-acre site with a three-lot residential subdivision. The eastern 30 feet of the property will become a dedicated right-of- way for Jericho Avenue NE. The proposed lot configurations are shown on the Site Plan, Figure 2. Storm water runoff from the roofs of the three future residences will be discharged into small infiltration facilities (''wells'') at several locations within the plat. The specific locations of these facilities have not yet been determined. We understand that several feet of fill will be placed on each lot to raise site grades to approximately 1 foot above the level ofNE 5th Place. 230 NE Juniper Street, Suite 101 • Issaquah, WA 98027-2519 • www.iciciecreekengineers.com • (425) 427-8187 phone • (425) 427-6629 fax [uA'8~-"3 . C. Thomas Foster Langley Development Group, Inc. c/o Seattle Mortgage August 29, 2006 Page 2 SCOPE OF SERVICES The purpose of our services was to evaluate whether site soil and ground water conditions are suitable for infiltration of roof drainage. Specifically, our services included the following: • Observe site conditions and complete a limited geologic reconnaissance of the site and adjacent areas. • Explore subsurface soil and ground water conditions by excavating five test pits within the site using a track-mounted backhoe. Langley Development Group, Inc. arranged for the backhoe services. • Provide an evaluation of the suitability of the on-site soils and ground water conditions for infiltration. SITE CONDITIONS SURFACE CONDITIONS The Benner Short Plat project site is located in the northwest quadrant of the intersection of NE 5th Place and Jericho Avenue NE in Renton, Washington. Access to the site is from NE 5th Place. The property address is 5218 NE 5th Place. Residential neighborhoods are located south, west and north of the site. A gravel driveway extends north from the above intersection along the east side of the site to a residence located north of the site. The ground surface within the site slopes slightly down to the north. A localized mound exists in the southeast portion of the property. This mound is about 4 feet higher than NE 5th Place. Site grades range from approximately Elevation 451 feet in the northwest corner to about Elevation 459 feet near the southeast corner. Vegetation at the site consists of scattered fir and deciduous trees in the eastern half of the site, and tall grass elsewhere. We observed some scattered building debris at the surface in portions of the site. A residence with associated garage and shed, now demolished, formerly occupied the western and central portions of the site. We understand from Mr. Foster that the residence had a partial daylight basement, and that the foundations for the buildings have been removed. The main floor level for the former residence was at Elevation 461.5 feet, based on the site plan provided by Offe Engineers. SUBSURFACE CONDmONS The geology of the project site has been mapped by the United States Geological Survey (USGS -D.R. Mullineaux, 1965, "Geologic Map of the Renton Quadrangle, Washington", Geologic Quadrangle Map GQ-405). According to this map, the site is underlain by "ground moraine deposits." These deposits consist of glacial till. Glacial till generally consists of dense to very dense, silty sand with gravel, cobbles and boulders. Five test pits (Test Pits TP-l through TP-5) were completed on August 15, 2006 at the approximate locations shown on Figure 2. The test pits were completed to depths ranging from 3 to 7 feet using a track-mounted excavator owned and operated by Frontier Construction, Inc. The test pit locations were selected in conjunction with Mr. Stump. The explorations were continuously monitored by a geotechnical engineer from ICE who classified the soils, observed ground water conditions and prepared a detailed log of each exploration. The soil consistencies noted on the exploration logs are based on conditions observed, our experience and judgment, and the difficulty of excavation. Soils were classified in general accordance with the classification system described in Figure 3. The test pit logs are presented in Figures 4 through 6. Icicle Creek Engineers 0133015/082906 C. Thomas Foster Langley Development Group, Inc. c/o Seattle Mortgage August 29, 2006 Page 3 In general, the test pits encountered geologic conditions similar to those mapped by the USGS. Test Pits TP-4 and TP-5 encountered a II2-foot-thick layer of topsoil consisting of loose silty sand with gravel and roots. Test Pit TP-2 encountered 1-112 feet of loose to medium dense silty sand with gravel fill below the existing ground surface. Similar fill was also encountered to a depth of I foot in the east wall of TP-I. The test pits encountered weathered glacial till soils consisting of loose to medium dense silty sand with gravel, occasional cobbles and roots to depths ranging from 2 to 4 feet. Unweathered glacial till consisting of very dense silty sand with gravel and occasional cobbles was encountered below the weathered soil and extended to the completion depths ofthe test pits (3 to 7 feet). No ground water seepage was observed in the test pits during the time they were open. However, we anticipate that perched ground water will develop above the upper surface of the unweathered very dense glacial till during the normally wet seasons of the year. Thus, we expect that seasonal perched ground water would occur at depths of 2 to 4 feet at the test pits locations. Ground water conditions will vary in response to seasonal variations in precipitation and modifications to on-site and off-site drainage conditions. CONCLUSIONS AND RECOMMENDATIONS GENERAL We understand that the City of Renton will allow on-site disposal of roof drainage in individual infiltration facilities (commonly termed "dry wells") if the thickness of pervious soils and distance above the seasonal high ground water level at the drywell locations is at least 6 feet. It is our opinion that the site in its present condition will not meet this criteria, since the depth to seasonal high ground water is likely to occur at depths of 2 to 4 feet below the existing ground surface. 'However, the plans to raise site grades by placing several feet of fill in each of the lots creates an opportunity to provide the minimum 6-foot thickness of relatively pervious soil cover over the very dense glacial till. The fill will need to be relatively pervious and should be compacted to a condition suitable for supporting the foundations for the new residences. The foundations could also be supported directly on the very dense glacial till. The test pits encountered loose to medium dense fill and weathered soils to a depth of 2 to 4 feet. These soils should be removed from foundation areas and replaced with compacted structural fill, or the footings should be extended downward to bear directly on the unweathered glacial till soils. The on-site soils contain a high percentage of silt and are sensitive to small changes in moisture content. It will be difficult to properly compact or travel on these soils when they are wet. Accordingly, we recommend that site preparation and grading activities be completed during the generally drier late 1\ summer to early fall months in order to reduce the difficulties and costs associated with these activities. STRUCTURAL FILL We recommend that structural fill in new residence, driveway and walkway areas consist of relatively free-draining sand and gravel that is free of organic matter, man-made contaminants and other deleterious materials, with no individual particles larger than 6 inches in greatest dimension. As the amount of fines (particle passing the U.S. Standard No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes increasingly more difficult to achieve. Also, a fill soil with a high percentage of fines will be less permeable and will not infiltrate water readily. Generally, soils containing more than about 5 percent fines cannot be properly compacted when the moisture content is more than a few percent above Icicle Creek Engineers 01330151082906 c. Thomas Foster Langley Development Group, Inc. c/o Seattle Mortgage August 29, 2006 Page 4 optimum. If fill placement is done during wet weather, the fines content of fill soils should be limited to less than 5 percent by weight relative to the fraction passing the %-inch sieve. For earthwork during extended dry weather conditions, the fines content may be slightly higher, but no higher than 10 percent in order to promote adequate infiltration. We should be provided with samples of the proposed fill material before it is brought to the site to evaluate its suitability for both structural support and infiltration. Placement of structural fill should be preceded by stripping of vegetation and topsoil. In addition, tree stumps and roots larger than 2 inches in diameter should be grubbed and removed from new fill areas. We expect the depth of stripping to range from 6 to 12 inches if stripping is done during dry weather conditions. Greater depths of stripping are likely near grubbed tree stumps or during wet weather. The stripped materials should be used only in landscaping areas or removed from the site. After stripping is complete, the exposed surface should be proofrolled or hand-probed. Proofrolling should be completed only during dry weather, using heavy construction equipment such as a fully loaded dump truck or large vibratory roller. Hand-probing should be used to evaluate subgrade conditions during periods of wet weather. Soft areas noted during proofrolling or hand-probing should be excavated to firm soil and replaced with structural fill. Structural fill should generally be placed in horizontal lifts that are 10 inches or less in loose thickness. The fill should be compacted to at least 95 percent of the maximum dry density obtained in accordance with the ASTM Test Method D 1557. The moisture content should be adjusted as necessary to achieve the specified compaction. We recommend that structural fill placement be observed by a representative of our firm. Our representative will complete a sufficient number of in-place density tests in the fill as it is being placed to evaluate whether the compaction criteria is being achieved. INFILTRATION FACILITIES In our opinion, the minimum required thickness of pervious soil above the seasonal high ground water level can be provided by placing relatively free-draining fill above existing site grades, both within the residence areas and in adjacent yard areas where the infiltration facilities will likely be located. Finished house and yard area grades should be adjusted as necessary to accommodate at least 6 feet of cover (including a combination of new fill and existing surficial soils) over the very dense glacial till soils. An alternative to infiltration of roof drainage is a system of dispersion features. We can provide specific recommendations for such a system if desired. We recommend that stormwater be treated if possible before being routed to the infiltration facilities. However, particular care should be taken during construction of the drywells and the residential development to avoid introducing silty water into the infiltration facilities. Even a slight accumulation of silt in these facilities can significantly reduce the infiltration rate. Accumulation of algae, leaves and other organic matter in the drywells could also affect their performance on a long-term basis. We recommend that cleanouts be provided with these facilities to allow for periodic maintenance. USE OF THIS REPORT We have prepared this report for use by Langley Development Group, Inc. for their use in planning of this project. The data and report should be provided to prospective contractors for their Icicle Creek Engineers 0133015/082906 c. Thomas Foster e Langley Development Group, Inc. c/o Seattle Mortgage August 29,2006 Page 5 bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. If there are changes in the grades, locations, configurations or types of the facilities planned, the conclusions and recommendations presented in this report may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we recommend that the final design and specifications be reviewed by our firm to see that our recommendations have been interpreted and implemented as intended. The scope of our services does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the explorations and also with time. A contingency for unexpected conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to evaluate whether the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications and our recommendations. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. ******************* Icicle Creek Engineers 0133015/082906 C. Thomas Foster Langley Development Group, Inc. c/o Seattle Mortgage August 29,2006 Page 6 We trust this report meets your present needs. Please call if you have any questions or need additional information. I EXPIRES Document ill: 0133015.Report Attachments: Vicinity Map -Figure 1 Site Plan -Figure 2 Explanation for Test Pit Logs -Figure 3 Test Pit Logs -Figures 4 through 6 Three copies submitted Icicle Creek Engineers Yours very truly, Icicle Creek Engineers, Inc. flMti £Lt.- Herbert R. Pschunder, P.E. Associate Geotechnical Engineer Brian R. Beaman, P.E., L.H.G. Principal EngineerlHydrogeologist 0133015/082906 o ~ C/) . cle Creek En ..... J· ....... ..." ....... ~IXXI fEU 9 :qL 'CIXl ... mRS Mop cmIed wrlh TOPO!. 0= NatiDoalOeoglophic (www.MtioMl;eopophic.oomltopo) Vic· . 1 ICE File No. 0133-015 ::::-:":::::> :~:::'''' '10.1. ," ~.';::::.:": .:~.:::.: .. : ~l}L~.:::.:&.;:>:~~:~Ct:::t::?:::Z; 3~ .... : ", "": '" r>;;:"~'~~·;:;·~:i·:.,\/.:·g ;::.;.:;.::.::,: :::":'>~':::': .:.~ :~.:'.:-. <;~: ~.\:::';':':'" ' ... ~. ;,:~gt· '" /........ ""' ....... . '\ "\ .\ ....... .\. 1 ~ I -------: ,r' i '!f l I~ 1 LOT 3 ~ ~""oO' .,' .~ ....... , Explanation: TP-1 -0 Test Pit Location _____ Existing Property Line 1----1 1 1 Proposed Lot Lines I 5l 1 1 1 .. ' , ............ 454 I' 1 ,. ... 5 058 8 sq ft. •. ".. (0 ,_......"' "'" I ,0::(: .' ::t:,: ,'". f ;;:,;;;;;,; ,"::b,':' • I ;" ",.' /.4 ... ?, .... ,., .. ~ .. ~ ~.;./ :.I:I :tP;;j ... :~:::::·:::···'":':~··:·:·: 1 TP-5 it ".",',""ifP r~;;y0dis}:~,!,j ---:$ .... ,"" ".. .,¢j'" . .' fOl1~ --4rAJ" : {)t.~<";· [''1 t F::;7~.--F-;L~~-:! w-.(,~"",~~,i{,;if..{~~::~~~';ij.:.;~. /fji?fi:.kf"~ ~ / . :ihTP-4 I ! LOT l' ::.lm.:.l6 ..... ;-··!··"t<:rp·· ..... ,· ,.' . :.:~/' gJ! : I I ...... '.1. ~; ., ~'; I ;5:: z~· '~.II:' .·~::"A~~··:!';:. ·m~.:· ~'. .. 5 61~ 7 : ......... '1· . f'oJ.:' , .. ,,~ : I' ''', LOT 2 /" .'. :.:. ~ , "'T. sq It. ' ~'''' . ' " ' I " " , '." I "'" ,I , J -I '. L _ _ :: .' 1 '1' :-"\ .. '. 1 :: .... .:/ 6,296 J ,. ~ 7.12' ~~~ ... : .. :. ".' ~ . '12~~r::,J .• ·.·.~~,i . !II/.y I ., ..•.. ,:',f',i .... ,., . ..,'tIi.1~ .. ,. ~.' // 1 ,. . .,."_ -I .•... .< .. ~ . .;. '. • • ...... :-;."" - -.:::;~... ."" .... --__ ..J .. . ,.r .... '",. ... -. -. .' "~. : '. .. "::': :·~::>~il~:.: M: • . .' '. :.': !'-:= ~';:/:'.~:: ~.~.:-.:./ : . .. ~:: .......... -.............. . NE 5TH PLACE . . :.::}:;::~:L;.)~~:\ .. :.::':~.~{< .. }t:l .. " .. : .. , .... :.. '." ............. ",.: .. : .. : .. :~ ::'::. ::~.~ ~~: f· . '~>:"r~ ~~;~ . .... . .. " .:; ;:~ .T.: .. ~;':: ... ~oj.~::;,~·i ~:.;. . ... ". : "/ ;1~J. to ":':j.. . ~ :~. -< " ;~ 0 .... , : " .. SM N "'",. ~. ":;~: w z w => z w ~ o I U 0:: w --, ... ___ J Proposed Residence Locations Note: Base map titled "Benner Short Plat" dated February 13, 2006, prepared by Offe Engineers . o 30 60 e el Icicle Creek En{!ineers Approximate Scale in Feet Site Plan -Figure 2 CUENT Langley Development Group, Inc. PROJECT NUMBER 01 PROJECT LOCATION UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS SYMBOLS TYPICAL DESCRIPTIONS CLEAN GRA VELS GW WEll-GRADeD GRAVELS, GRAVEL -SAND MIXTURES. UTILE OR NO FINES MORE THAN 50% OF (lITTLE OR NO FINES) GP POORlY GRADED GRAVELS, GRAVEl-SAND MIXTURES. COARSE FRACTION UTILE OR NO FINES RETAINED ON NO.4 GRA VELS WITH GM SILTY GRAVELS, GRAVEl-SAND -SILT MIXTURES COARSE SIEVE FINES GRAINED SOILS (APPRECIABLE AMOUNT OF FINES) GC CLAYEY GRAVELS. GRAVEL -SAND -CLAY MIXTURES MORE THAN 50% OF SW WEll-GRADED SANDS. UTILE OR NO FINES MATERIAL IS CLEAN SANDS LARGER THAN NO. (LITTLE OR NO FINES) POORlY GRADED SANDS. UTTLE OR NO FINES 200 SIEVE SIZE MORE THAN 50% OF SP COARSE FRACTION SANDS WITH PASSING NO.4 SIEVE SM SillY SANDS, SAND -SILT MIXTURES FINES (APPRECIABLE SC CLAYEY SANDS. SAND -CLAY MIXTURES AMOUNT OF FINES) ML lINORGANICSlLTS_ANDVER' FIN~ SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH SUGHT PlASnaTY SILTS AND L1aUID LIMIT LESS CL 1'~~~.r,1.~/~ys. SILTY ClAYS. LEAN FINE GRAINED CLAYS THAN 50 ClAYS SOILS ORGANIC SILTS AND ORGANIC Sll TV ClAYS OF lOW OL PlASnoTY MORE THAN 50% OF MH INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE MATERIAL IS SANDY OR SILTY sotlS. ElASTIC SILTS SMALLER THAN NO. SILTS AND L1aUIDLIMIT CH 200 SIEVE SIZE CLAYS GREATER THAN 50 INORGANIC CLAYS OF HIGH PlASnaTY OH ORGANIC ClAYS OF MEDIUM TO HIGH PlASnoTY. ORGANIC SILTS HIGHL Y ORGANIC SOILS PT PEAT, HUMUS, SWAJM:I SOILS WITH HIGH ORGANIC CONTENTS NOTES:1lDUal symbols are used to indicate gravels or sand with 5-12% fines and soils with fines classifying as CL-ML. 2 Symtxils separated by a dash indicate borderline soil classifications. 3 The lines separating soil types on the logs represents approximate boundaries only. The actual boundaries may' vary or be graaual. 4lSoil ClaSSification based on visual classification of soil is based on ASTM D2488-90. 5 Soil Classification using laboratory tests is based on ASTM 02487-90. 6 Description of soil denSIty or consistency is based on interpretation of blow count data and/or test data. Soil Particle Size Definitions Component Size Range Boulders Coarser than 12 inch Cobbles 3 inch to 12 inch Gravel 3 inch to No.4 (4.78 mm) Coarse 3 inch to 314 inch Fine 314 inch to No.4 (4.78 mm) Sand No.4 (4.78 mm) to No. 200 (0.074mm) Coarse No.4 (4.78 mm) to No. 10 (2.0mm) Medium No. 10 (2.0 mm) to No. 40 (0.42 mm) Fine No. 40 (0.42 mm) to No. 200 (0.074mm) Si~ and Clay Finer than No. 200 (0.074 mm) Moisture Content Dry Moist Wet Absence of moisture Damp but no visible water Visible water Sampler and Other Symbol Descriptions Relative Consistency 18I Location of Grab Sample '5l Approximate depth of perched water or ground water II Asphalt Very Soft Soft Medium Stiff Stiff Very Stiff Hard Fine-Grained Soils Easily penetrated several inches by fist Easily penetrated several inches by thumb Penetrated by thumb with effort Indented by thumb with effort Indented by thumbnail Indented with difficulty with thumbnail NOTE: The depths on the test pit logs are shown in 0.1 foot increments, however these depths are based on approximate measurements across the length of the test pit and should be considered accurate to 0.5 foot. The depths are relative to the adjacent ground surface. Icicle Creek For Test Pit Lo 3 b (!) ~ (!) 9 w ~ ~ CLIENT Langley Development Group, Inc. PROJECT NUMBER PROJECT LOCATION DATE EXCAVATED 8/15/06 TOTAL DEPTH _7'-'..-,<-0-,-,ft __ _ EXCAVATION CONTRACTOR Frontier Construction, Inc. EXCAVATION EQUIPMENT GROUND ELEVATION 453 ft (approx.) GROUND WATER None observed NOTES I I-~ o...t:: w~ o CLIENT MATERIAL DESCRIPTION Light orange brown silty fine to medium SAND with gravel and roots (medium dense, moist) (weathered glacial till) Brownish gray silty fine to medium SAND with gravel and cobbles (very dense, moist) (glacial till) Test pit completed at 7.0 feet on 8/15/06 No ground water seepage observed Langley Development Group, Inc. PROJECT NAME z o ~2 >~ w ....J W W 0.. >-0:: I-W wal ....J:2 0..::::> :2z « C/) Benner Short Plat Test Pit TP-1 LOGGED BY --,HC!!R-"P __ _ CHECKED BY _H!..!!..!R,--P __ _ REMARKS fine to medium SAND with gravel was encountered in the east side of the test pit. Test Pit TP-2 PROJECT NUMBER 0133-015 PROJECT LOCATION Jericho Ave. NE and NE 5th Pl., Renton, WA DATE EXCAVATED 8/15/06 TOTAL DEPTH 6.5 ft GROUND ELEVATION 454 ft (approx.} LOGGED BY HRP EXCAVATION CONTRACTOR Frontier Construction, Inc. GROUND WATER None observed CHECKED BY HRP EXCAVATION EQUIPMENT Hitachi EX150 Track-Mounted Excavator NOTES w z () 0.. C/) 0 0......J >-0:: l-I ~~ IC!) ::::>0 I-w C/) I-~ MATERIAL DESCRIPTION oal w al w o...t:: >:s 0..0 0:::2 ....J:2 I-REMARKS w~ ~....J 0 W C!)~ 0..::::> al ....J C!) :2z « w « ....J 0 C/) Light orange brown silty fine to medium SAND with gravel and abundant ~.;;-SM 1.5 roots (loose to medium dense, dry) (fill) 1-~3_ ~'-:-,L~ I><IS-1 --Light orange brown siltYfi-n-eto-m~Tum SAND With grn-;ela-n-droots(dense. ~ 1-- moist) (weathered glacial till) 1iZ-S::~ SM ~ .:..~--:. b.u,...;> 4& ________________________________ 1-4QO-~ 1--- ...." .. -.r--L Light gray silty fine to medium SAND with gravel and occasional cobbles (very dense, moist) (glacial till) -...--'.~ ~...P: SM (!) S Q. ~ o J: en a:: w z z W ID ~ ~ ~ w U 6.5 Test pit completed at 6.5 feet on 8/15/06 No ground water seepage observed Icicle Creek Engineers .:.. -':tL-:'" --Ix~ ~ :..:....-;; Test Pit Logs -Figure 4 .' Test Pit TP-3 CLIENT Langley Development Group, Inc. PROJECT NAME Benner Short Plat PROJECT NUMBER PROJECT LOCATION Jericho Ave. NE and NE 5th Pl., Renton, WA DATE EXCAVATED 8/15/06 TOTAL DEPTH --,3:!.:..0~ft __ _ EXCAVATION CONTRACTOR Frontier Construction, Inc. EXCAVATION EQUIPMENT GROUND ELEVATION 453 ft (approx.> GROUND WATER None observed NOTES I I-~ o..ot: w~ o CLIENT MATERIAL DESCRIPTION Light orange brown silty fine to medium SAND with gravel, occasional cobbles and roots (loose to medium dense, dry) (weathered glacial till) Light gray silty fine to medium SAND with gravel and occasional cobbles on 8/15/06 No ground water seepage observed Langley Development Group. Inc. PROJECT NAME z o i=~ «ot: >~ w ...J W w a.. >-0:: I-w w m ...J::2: 0..::J ~z en Benner Short Plat en I-en ~ ~ ...J LOGGED BY --,H..!!R~P __ _ CHECKED BY _H'-!.R,-,,-P __ _ REMARKS Test Pit TP-4 PROJECT NUMBER 0133-015 PROJECT LOCATION Jericho Ave. NE and NE 5th Pl.. Renton. WA DATE EXCAVATED 8115/06 TOTAL DEPTH 4.5 ft GROUND ELEVATION 455 ft {approx.} LOGGED BY HRP EXCAVATION CONTRACTOR Frontier Construction. Inc. GROUND WATER None observed CHECKED BY HRP EXCAVATION EQUIPMENT Hitachi EX150 Track-Mounted Excavator NOTES w z ~ a.. en I 0 0.....J >-0:: I- ~~ I(!) ::JO I-w en I-~ MATERIAL DESCRIPTION Om w m w o..ot: >:::. 0..0 0::::2: ...J::2: I-REMARKS w~ ~...J 0 W (!)~ 0..::J m ...J (!) ::2:z « w « ...J 0 en 0.5 Dark brown silty fine to medium SAND with gravel and abundant roots _ ~ t-~-g~ I-SM ...... '-_ -'1Q.o~e-,-dIYUfQr~sLd!!ff-.ll!!9.!9ru>Q[IL ____________ J '" .~~ -.:-............ Light orange brown silty fine to medium SAND with gravel, occasional ~~.i.-t;: cobbles and roots (loose to medium dense, dry) (weathered glacial till) ~::; SM ~.~ 0--~~~ 4& ________________________________ I-4Q1_ ~~C; I-SM 4.5 Light gray silty fine to medium SAND with gravel and occasional cobbles/ I-4Q1 ~ (very dense moist) (Qlacial till) Test pit completed at 4.5 feet on 8/15/06 No ground water seepage observed Icicle Creek Engineers Test Pit Logs -Figure 5 .. " .., Il. (!) ~ ..J Il. I-a:: o ill a:: w z z ~ CUENT Langley Development Group, Inc. PROJECT NAME Benner Short Plat PROJECT NUMBER PROJECT LOCATION DATE EXCAVATED 8/15/06 TOTAL DEPTH ..c4:!:..",-0""ft __ _ GROUND ELEVATION 453 ft (approx.) GROUND WATER None observed NOTES EXCAVATION CONTRACTOR Frontier Construction, Inc. EXCAVATION EQUIPMENT I I-~ Q.~ w~ o MATERIAL DESCRIPTION Dark brown silty fine to medium SAND with gravel and abundant roots '-'-_ .J1Q.o~e.L..d.!YU!QQ§(illL __________________ ../ / Light orange brown silty fine to medium SAND with gravel, occasional cobbles and roots (loose to medium dense, dry) (weathered glacial till) Light gray silty fine to medium SAND with gravel and occasional cobbles Test pit on No ground water seepage observed z o ~~ >~ W ...J W (f) I-(f) W I-m :5 Test Pit TP-5 LOGGED BY ...:H""Rc.:.:P __ _ CHECKED BY ...:H..:.:R..:.:P __ _ REMARKS Icicle Creek Engineers Test Pit Logs -Figure 6 BENNER SHORT PLAT 5218 NE 5th Place Renton, Washington PRELIMINARY DRAINAGE REPORT February 13, 2006 (Revised July 18, 2006) Prepared for: . Langley Development Group, Inc. Attn: Tom Foster 6450 Southcenter Blvd. Suite 106 Seattle, WA 98188 Office (206) 244-0122 ext. 120 Fax(206)2~1438 Submitted by: Offe Engineers, PLLC Attn: Darrell Offe, P.E. 13932 SE 159th Place Renton, Washington 98058-7832 Office (425) 260-3412 Fax (425) 988-0292 C~ I \' c.;-rc;::::'l,,J [~E eEl V E 0 JUL 2 1 2006 Project Description The purpose of this report is to present a preliminary drainage review for the proposed Benner Short Plat 3-lot development in accordance with the aty of Renton requirements. The project is located at 5218 NE 5th Place within the City limits of Renton. The Benner Short Plat project is a proposal to create 3 single-family residential lots from an existing parcel. The existing parcel is tax lot number 102305-9306 and contains 21,780 square feet. The existing parcel contains several buildings, a house, a gravel road along the east side, and a large garage. All of the existing impervious areas are proposed to be removed from the site. Based upon review of the proposed project, the proposed increase in impervious area, increase in pollution generated impervious surface (PGIS), and the project size, it has been determined the project means the criteria of Appendix C of the 1998 Drainage Manual. The project means the criteria for ''Small Site Drainage Review". Project Overview Site Area = 21,780 square feet Added new impervious Area = 6,063 square feet Added new PGIS = 2,171 square feet Proposed Short Plat with three single family houses Appendix C -Small Site BMP's Soils -Two test holes were dug to 12' on the property and observed by Offe Engineers for possibilities of free-draining soils. The soils appear to be gladal-till with the bottom of the holes to be within hard pan material. The soils are not acceptable for infiltration. Restriction -The project is proposing a 2,500 square foot restriction for each lot of impervious area. BMP's -The project is bound by HoneyBrooke Div. 3 to the south with a catch basin on the SW comer of the project. The proposal is to connect Lots 1 and 2 into the storm drainage system for HoneyBrooke 3. Along the easterly side of the project will be the extension of Jericho Ave. NE and Lot 3. The drainage from Jericho and Lot 3 are proposed to be collected into a catch basin and dispersed along the easterly property within a "dispersion trench". The total impervious area draining into the catch basin would be 2,500 sq. ft. from Lot 3 and 2,800 square feet from the improvements to Jericho Ave. The dispersion trench would be proposed to be (5,300/700 = 7.6 * 10 feet each) 76 feet of dispersion trench per King County detail Rgure C.2.F July 15, 2006 Benner Short Plat 4821 NE 5th Place Renton Location Description (Existing) house garage shed concrete driveway (PGIS) patio/walks ex. Jericho Road Total Acres Desg:IiHlgo (fmRosed) Lot 1 Lot 2 Lot 3 NE5th Place Asphalt Sidewalk JerIco Avenue NE Asphalt Sidewalk Summation Increase of Impervious Surface Increase ofPGIS ExIsting Area (sq. ft.) 1320 (Impervious -typ.) 880 140 1810 480 1260 5890 sq. feet 0.14 AI§ 5560 6260 5000 6063 2i.71 Total Acres Impervious 2500 2500 2500 686 936 2095 736 11953 0.27 sq. feet sq. feet e PGIS 400 400 400 686 2095 e sq. feet & CAP 0.06 l ·,1 \\\ ~ e V\"· ! 00\.~ \1-99 ~\QCrJ FOUND REBAR 0.04'N & CAP LS 37555 0.05'E 1W)//////////h'/40i ~///////A\mw///////~ ~4" -----, I I ..--454-.1-- 1 10 L~-WhW~ ~ II w - . . . . --- r------- I I 1 1 1 LOT 3 ---., 1 1_-- 1 1 1 1 1 1 r4~i .;.,.-::;s.-~O"S:~"-.' --------------.--------- . . ---'1so~1 ." -. ~~~~~~~~~~~~~~~~~~~~~~-F-O~UND MONUMENTI/ IN CASE \ ~TED 7/05), . NE 5TH PLACE r.A Tr.H RASIN w - e e 0.72'N FC 0.02'E & SANITARY RIM=456.E IE=445.77 IE=445.67 -SECfION Co2 FLOW CONTROL BMPs C.2.4 DISPERSION BMPS Dispersion is the simplest and least expensive small site flow control BMP. Flows concentrate when gutters. ditches, or pipes collect and funnel runoff to a single discharge poinL Methods such as splashblocks, rockpads and dispersion trenches can disperse these flows. Dispersed flows travel slowly through vegetation and upper soil layers, slowing runoff rates and providing water quality benefits. Note: Dispersion BMPs may not be placed on or above slopes greater than 2()O/6 without evaluation and approval by a geotechnical engineer or qualified geologist. Any proposed small site BMP within 50 feet of a slope greater than 2()O/6 may be subject to geotechnical review. C.2.4.1 SPLASHBLOCKS 9/1/98 Splashblocks are the simplest way to disperse flows from a roof area. Downspout splashblocks or downspout/drain extensions with splashblocks are often the only hardware required for this type of system. Vegetated flowpaths do the work of slowing and cleaning stormwater runoff. Typical Uses: Roof downspouts Design Specifications Figure C.2.I (p. C-19) shows details of a roof downspout and splashblock. In general, if the ground is sloped away from the foundation. and there is adequate vegetation and area for effective dispersion, splasbblocks will adequately disperse storm runoff. If the ground is fairly level, if the structure includes a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is moved away from the foundation. Downspout extensions can include piping to a splashblockldischarge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following conditions must be met to use splashblocks: ? A vegetated ftowpatb 10 of at least 50 feet must be maintained between the discharge point and any property line, structure, steep slope, stream. wetland, lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. ? A maximum of 700 square feet of roof area may drain to each splashblock. ? A splashblock or a pad of crushed rock (2 feet wide by 3 feet long by 6 inches deep) shall be placed at each downspout discharge point. ? No erosion or flooding of downstream properties may resuIL ? Runoff discharged towards landslide hazard areas must be evaluated by a geotechnical engineer or qualified geologist. Splashblocks may not be placed on or above slopes greater than 2()oA, or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DOES approval. ? For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement can be waived by DOES permit review staff if site topography clearly prohibits flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. 10 The vegetated flowpath must be covered with well-established lawn or pasture, landscaping with weU-established groundcover, or native vegetation with natural groundcover. The groundcover shall be dense enough to help disperse and infiltrate flows and to prevent erosion. Small Site Drainage Requirements C-16 C2.4-DISPERSION BMPS C.2.4.2 DISPERSION OF CONCENTRATED FLOWS THROUGH VEGETATION Concentrated flow dispersion can also be used with steep driveways (> 15% slope). Figure C.2.L (p. C- 21) shows two possible ways of spreading flows from steep driveways. Note: Dispersion for driveways will generally only be effective for proposed single family residences on large lots and in rural short plats; lots proposed by short plats in urban zoning will generally be too small to provide effective dispersion of driveway runoff. Typical Uses: Steep rural driveways (>15% slope), and any situation where concentrated flows can be dispersed through vegetation Design Specifications The following conditions must be met to use dispersion of concentrated flows through vegetation: ? A vegetated flowpatb of at least 50 feet, as illustrated in Figure C.2.L (p. C-21) must be maintained between the discharge point and any property line, structure, steep slope, stream. lake, wetland, lake or other impervious surface. Sensitive area buffers may count toward flowpath lengths. ? A maximwn of 700 square feet of impervious area may drain to each dispersion BMP. ? A pad of crusbed rock (2 feet wide by 3 feet long by 6 inches deep) shall be placed at each discharge point. ? No erosion or flooding of downstream properties may result. ? Runoff discbarged towards landslide bazard areas must be evaluated by a geotecbnical engineer or qualified geologist. The discharge point may not be placed on or above slopes greater than 20010 or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DDES approval. ? For sites witb septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DOES permit review staff if site topography clearly prohibits flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. C.2.4.3 DISPERSION TRENCHES Where dispersion of concentrated flows through 50 feet of vegetation is not feasible, such as on a small or highly constrained site, a dispersion trencb may be used to "unconcentrate" flows. Dispersion trenches provide some storage for runoff: promote infiltration, and spread concentrated flows so that a shorter vegetated path length can be used at the trench outlet. This BMP is more expensive than the simple dispersion systems described above, and must be carefully constructed to be effective. Typical Uses: Roof downspouts, steep driveways, or any situation where flows are concentrated but where dispersion through vegetation (previous section) is not feasible. Design Specifications Figure C.2F (p. C-20) provides details for dispersion trenches. In addition, the following requirements must be met: ? A vegetated flowpatb of at least 25 feet in length must be maintained between the outlet of the trench and any property line, structure, stream. wetland, or impervious surface. A vegetated flowpath of at least 50 feet in length must be maintained between the outlet of the trench and any steep slope. Sensitive area buffers may count towards flowpath lengths. ? Each trench can serve up to 700 square feet of impervious area. For larger impervious areas, Figure 4.2.2.C in the Surface Water Design Manual includes design details for a flow dispersal trench which can be installed on small sites at a ratio of 10 feet of trench per 700 square feet of impervious area. ? A setback of at least 5 feet must be maintained between any edge of the trench and any structure or property line. ? No erosion or flooding of downstream properties may result. Small Site Drainage Requirements 9/1198 C-17 -SECDON C.2 FLOW CONTROL BMPs ? Runoff discharged towards landslide hazard areas must be evaluated by a geotechnical engineer or qualified geologist. The discharge point may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DOES approval. ? For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DOES permit review staff if site topography will clearly prohibit flows from intersecting the drainfield. See Reference B for a swnmary of SKCDPH onsite sewage system requirements. C.2.4.4 SHEET FLOW DISPERSION Sheet flow dispersion is the simplest method of flow control. This BMP can be used for any impervious surface that is graded so as to avoid concentrating flows. Because flows are already dispersed as they leave the impervious surface, they need only traverse a narrow band of adjacent vegetation for effective attenuation and treatment. Typical Uses: Flat or moderately sloping surfaces « 15% slope) such as driveways, sport courts, patios, and roofs without gutters; or any situation where concentration of flows can be avoided. Design Specifications Figure C.2.! (p. C-22) and the following guidelines apply to surfaces graded to avoid concentrating runoff: ? A 2-foot-wide transition zone to discourage channeling should be provided between the edge of the driveway pavement and the downslope vegetation, or under building eaves. This may be an extension of subgrade material (crushed rock), modular pavement, drain rock, or other material acceptable to DOES. ? A vegetated buffer width of 10 feet must be provided for up to 20 feet of width of paved or impervious surface. An additional 5 feet of width must be added for each additional 20 feet of width or fraction thereof. ? No erosion or flooding of downstream properties may result. ? Runoff discharge toward landslide hazard areas must be evaluated by a geotechnical engineer or a qualified geologist. The discharge point may not be placed on or above slopes greater than 20010 or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DOES approval. ? For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DOES permit review staff if site topography will clearly prohibit flows from intersecting the drainfield. See Reference B for a summary of SKCDPH onsite sewage system requirements. 9/1/98 Small Site Drainage Requirements C-18 C.2.4--DISPERSION BMPS FIGURE C.2.I TYPICAL ROOF DOWNSPOUT SPLASHBLOCK DISPERSION ouse rod --------.;. dO\Yl'lSpott serves up to 700 sl. drod r-----50' min. vegetated Row path Small Site Drainage Requirements dO'wTlspott extension NTS ~'pIa'h ~ block C-19 911198 -SECTION C.2 FLOW CONTROL BMPs 9/1198 FIGURE c.2.F TYPICAL DOWNSPOUT DISPERSION TRENCH :r----level oull et nI:r~:...-1t/2"· 3/+" washed rock ..... --24" mint---1101 TRENCH X-SECTION NTS slq:>e ----4 .... s mall catch basin or yard drain / r- ,---------.---r!J--eJ---I 2' x 1 ()' :$ 700 sq. ft. :>700 sq. ft. PLAN VIEW OF ROOF NTS '-level trenc\'es TY~ICB j r-standard ~ dis~rsiontrench C·20 wi retched grade board \ergth 1 ()' per 700 sq ft of roof area. see Figl.l"e 4.2.2.C oft\'e '-Su1ace Water Desi g'l Manual Small Site Drainage Requirements C.2.4-DISPERSION BMPS FIGURE C.2.L TYPICAL DISPERSION FORSfEEP DRIVEWAYS Ermin , BERM DETAIL , , , t J J I I Small Site Drainage Requirements i , r Looa1B drain 2S from ROW if J drM3way$I~' toward stN.. J ~I , 'Dia~aI be' $ 0-'w dipersim ~. ~ '. ~ trerch ---.. ~. ~k l ~~~\ J2S 'Uegetal!ed 'I J flo-wpattl , J "0-"-I J. , \ J J • I I,. ( I PLAN Steep Driveway \lAth Diagonal Berms ~I ~I I>: C\r' <v' ~ I l' >. I i LooaN drain • ll. , t , 25) from ROW ifl· ~ J , J dri~y~$:I::' , r t;)wal'd stNet ~ J ! I I .0:, 700 sq. fl rna)(. between drains , , ~--~----------------~, PLAN with Slotted Drains C-21 9/1/98 • SECTION C.2 FLOW CONTROL BMPs FIGURE C.l.I TYPICAL FLOW DISPm8ION FOR DRIVEWAYS BERM DETAIL 9/1198 t I I I } I I Looats drain I 2!!? from ROW if I drMJway~t '-_-=----__1---..... toward5be«. I , I ~ J I --...-r" I 2!!?wgw.aNd fIo~ " " , , , , r p' PLAN I • ~I -' : , I Driveway Dispersion Trench DriveVJaY Slope Varies and Slopes Toward Street ~ t )'~ /~~~~ I I C-22 PLAN Small Site Drainage Requirements C.2.5-PERFORATED TIGH1LINE CONNECTION C.2.S PERFORATED TIGHTLINE CONNECTION Perforated tightline connections convey flows directly to a downstream drainage system such as a ditch or roadway pipe system. They are a last resort. and are appropriate on sites so small or constrained that dispersion will be ineffective or will create problems on neighboring properties. perforated tightline connections are intended to provide for some infiltration during drier periods (late spring through early fall). During the wet winter months, these BMPs may provide little to no flow control or water quality benefits. Typical Uses: Flows from impervious surfaces on small urban lots where vegetated flowpatbs are not available for surface dispersion and where infiltration is not feasible. Design Specifications Connection to a storm drainage system with perforated pipe can be used for all types of impervious surface. Figure C2.K(p. C-24) provides details on perforated tightline connections. Perforated tightline connections must be placed using the following constraints: ? The perforated stub-out connection shall be placed in native soil to maximize infiltration and dispersion of water. ? Setbacks from features other than septic systems shall be as listed in Reference Section B. Note: To facilitate maintenance, the perforated pipe portion of the system may not be located under impervious or heavily compacted (e.g., driveways and parking areas) surfaces. ? Runoff discharge toward landsUde hazard areas must be evaluated by a geotechnical engineer or a qualified geologist. The perforated portion of the pipe may not be placed on or above slopes greater than 20% or above erosion hazard areas without evaluation by a geotechnical engineer or qualified geologist and DOES approval. ? For sites with septic systems, the discharge point must be downgradient of the drainfield primary and reserve areas. This requirement can be waived by DOES permit review staff if site topography will clearly prohibit flows from intersecting the drainfield See Reference B for a summary of SKCDPH onsite sewage system requirements. C.2.6 ENGINEERING ANALYSIS Projects that cannot comply with or elect not to use the small site drainage requirements and projects where DOES determines the small site BMPs will not adequately protect the downstream drainage path will be subject to Full Drainage Review. A drainage analysis and engineering plans may be required to be submitted by a professional engineer registered in the State of Washington. Small Site Drainage Requirements 911198 C-23 --SECTION C2 FLOW CONTROL BMPs F1GURE c.2.K PERFORATED TIGB1llNE CONNECTION 9/1/98 1'01---24» rrin---t'"'i TRENCH X-SECTION NTS PLAN VIEW OF ROOF NTS slope___. -- / .....:r C-24 to road drainage syste 2'X10' l5Iel tl'B"lch wlpet1 pipe Small Site Drainage Requirements DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM March 15, 2006 Keri Weaver Sonja J. Fesser y~ Benner Short Plat, LUA-05-113-SHPL (Revised) Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced revised short plat submittal and find that the change in proposed street widths (30' for Jericho Ave NE and 7.12' for NE 5th Place) does not alter the comments made in our review memo dated October 7,2005. The one thing updated was the street widths noted in the second paragraph of said review memo. Said paragraph dealt with the dedication of land for street purposes. See the attachment for the revised review memo. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV060315.doc DATE: TO: FROM: SUBJECT: • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM October 7, 2005 Keri Weaver Sonja J. Fesser Benner Short Plat, LUA-05-113-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant regarding the preliminary short plat submittal: The legal description, as noted on the preliminary short plat drawing (Revised Site Plan), is incorrect. The subject property is in the NE ',4 of the SW ',4 of the SE ',4 of Section 10 (the SE ',4 is missing from the legal description). The dedication of properties for street purposes (30' wide strip on Jerico Ave NE and 7.12' wide strip on NE 5th Place) requires approval by the City Council. Said dedication is achieved via a recorded City of Renton Dedication Deed document. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description exhibit and a map exhibit. 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, to be dated within the 45-day time period prior to Council action (approval) of said dedication. Talk to the Project Manager if there are questions or further information is needed. The street name "JERICHO" is incorrectly spelled on the short plat drawing. Note on the short plat submittal that the existing residence and other existing structures will be demolished and removed. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV051005.doc March 15,2006 Page 2 Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-05-113-SHPL and LND-20-0427, respectively, on the short plat submittal, preferably in the upper right-hand corner of the drawing sheets. The type size used for the land record number should be smaller than that used for the land record number. A licensed surveyor will need to prepare and stamp, sign and date the final short plat drawing(s). Show two ties to the City of Renton Survey Control Network (tie the subject property to the Survey Control Network). The geometry will be checked when the ties have been provided. Note the bearings for all interior boundary lines of the proposed lots. Provide short plat and lot closure calculations. Include a statement of equipment and procedures used, per WAC 332-130-100. Indicate what has been, or is to be, set at the corners of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Said addresses need to be noted on the short plat drawing. Note all easements, covenants and agreements of record on the drawing. Note the Basis of Bearing on the drawing. On the final short plat submittal, remove all references to trees, utilities facilities, topog lines, decks and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Remove all density and zoning information from the final drawing. Remove all references to building setback lines. Setbacks will be determined at the time of issuance of building permits. Remove the "ENGINEER", "SURVEYOR", and "PROPERTY OWNER(S)" blocks from the final short plat submittal. Remove the utility locations block from the final drawing. Note encroachments, if any. Note (on the short plat drawing) the lot numbers of the recorded plat to the west of the subject property. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV051 OOS.doc\cor March 15, 2006 Page 3 • The City of Renton Administrator of Planning/Building/Public Works is the only city official who signs this short plat drawing. 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 short plat need to sign the document. Include a declaration block on the drawing. Note that if there are restrictive covenants, easements or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat submittal and the associated document(s) are to be given to the Project Manager as a package. The short plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat document. Comments for the Project Manager: Note that there is a street dedication associated with this short plat proposal that needs to be approved by the City Council at the appropriate time in the short plat process. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV051005.doc\cor City of Ren. Deparlment of Planning / Building / Public W. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: COMMENTS DUE: MARCH 14,2006 DATE RECIRCULATED: FEBRUARY 28, APPLICANT: C. Thomas Foster, Lan ment PROJECT MANAGER Keri Weaver 735 PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 s uare feet BUILDING AREA ross: N/A LOCATION: 5218 NE 5th Place I WORK ORDER NO: 77480 UTIUTY SYSTEMS SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat approval to subdivide a 21,739 sq. ft. lot zoned R- 8 into 3 lots for development of single-family detached homes. Lots will range from 5,059 -6,296 sq. ft. Access for proposed Lot 1 will be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable . More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water LifJ!ltlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ His/oric/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Fee/ B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Re. Department of Planning / Building / PUbliC. ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET COMMENTS DUE: MARCH 14, 2006 APPLICATION NO: LUA05-113, SHPL-A DATE RECIRCULATED: FEBRUARY 28, 2006 APPLICANT: C. Thomas Foster, Lan ment PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 s uare feet BUILDING AREA ross: N/A LOCATION: 5218 NE 5th Place I WORK ORDER NO: 77480 BUILDING DIVISION SUMMARY OF PROPOSAL: The applicant is requesting Administrative Short Plat approval to subdivide a 21,739 sq. ft. lot zoned R- 8 into 3 lots for development of single-family detached homes. Lots will range from 5,059 -6,296 sq. ft. Access for proposed Lot 1 will be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELA TED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas when additional information i needed tQ;Pro er/y assess this proposal. ,~ _ J 2f?ff6~ ~D-a+te~~~~~~------------- A Master Application has been filed and accepted with the Development Services Division of tho City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAMEINUMBER: Benner Short Plat ILUA05-113, SHPL-A PROJECT DESCRIPTION: The applicant is requestina Administrative Short Plat approyal to subdivide a 21.739 sq. ft. lot zoned B-8 Into 3 lots for development of slngfe..famltv detached homes Lots will range from 5 059 ~.296 SQ. ft. Access for proposed Lot 1 will be from NE 5th Place and access for proposed Lots 2 and 3 will be from an extension of Jericho Ave NE on the east side of the plat. PROJECT LOCATION: 5218 NE 5m Place PUBLIC APPROVALS: AdminiStrative Short Plat approval APPLICANTIPROJECT CONTACT PERSON: Darrell DIIe, OfIee Engineers, PLLC; Tel: (425) 260-3412 Comments on the above application must be submitted In writing to Kerl Weaver, Senior Planner, Development Services Olvlslon, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on March 14, 2008 _ ~ you have questions about this proposal, or wish to be made a party of record and receive additional notiflcation by mail, contact the Project Manager at (425) 430-7382, 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: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: September 19, 2005 September 23, 2005 February 28, 2006 If you would like to be made a party of record to receive further information on this proposed project, complete this form and'retum to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055, File Name I No.: Ber'lner Short Pla,t I LUA05-113, SHPl-A NAME _________ ~ ______________ ~ ____________________________ _ MAILING ADDRESS: _________________________________________________ _ TELEPHONE NO.; _____________________ _ CERTIFICATION ". -.;.-....... ~"'''''''\\ .... --~ R AL12 \\1 vi · 1 -~ , -1 ;-~~·····io····.:..r-<l 'i I, her \J!~ ,hereby certify that ,.L.. copies of the above docurM.·~~SS AI ~-6; .. ~." S'eaHLe ViA, on the _5~ day of JV\OvvVV\., were posted by me in I conspicuous places or nearby the described pr~pfi...rty 09 <::r =--cr ~OT ARy ~': ~ ~ 1 1 Of ' ;:; dt. a/") ~ .: () p-:;--~ J : DATE: ~'2Z \t> SIGNED: ~~~ BUG ..... I ~! ~~.'!.'19-('Io .... 0':;;:' r A TrEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington -residing in l \ \" \ OF:WAS~~~~~' . QdJu.cwuRwQ}t~'~--- NOTARY PUBLIC SIGNATURE: f-.. CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 28th day of February, 2006, I deposited in the mails of the United States, a sealed envelope containing Revised NOA documents. This information was sent to: Name Representing Darrell Offe Contact C. Thomas Foster Owner/Applicant Surrounding Property Owners See Attached /7 ~L .~ (Signature of Sender): ~/f/-\. ~k~- /" (/ STATE OF WASHINGTON SS COUNTY OF KING I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for t~~,r.nd purposes mentioned in the instrument. /}1;;\~i"l Dated :3 biD It /h--.# ... ~~ 0 -r", -f"~~ tatei>f \9AshI09.ton ~::: if/! '-~ -II.:::" ~ CP.~ 4 = ~ Notary (Print): f\\"\'~ L'IbY'> \\u~ \V>u. r\~l. ,;/Jf1JI..\V :#..~# My appOintment expires: 1, ~""" 19-\e,. .... ~~o.::-'1 qc:.: \\'I\","''';;e ~ II" WAS~\: ~,~ '1\\\\\",,''''-: project~N'ari1e:~j~ Benner Short Plat • -!"-'.' 102305930806 BLESSING EMERY A 5224 NE 5TH PL RENTON WA 98059 102305928107 LANGLEY DEVELOPMENT GROUP INC 6450 SOUTH CENTER BLVD #106 SEATTLE WA 98188 344872005006 PERlA DWIGHT S SOUVANNY MAYOURY 509 ILWACO AV NE RENTON WA 98059 344872002003 SOUND BUILT HOMES INC PO BOX 73790 PUYALLUP WA 98373 102305906905 CAIRNES CONSTRUCTION LLC 14845 SE 264TH ST KENT WA 98042 102305923009 MEAD HANK & LAVERNE 552 HOQUIAM AV NE RENTON WA 98059 102305904207 PHUNG AN 9333 57TH AV W MUKILTEO WA 98275 344872010006 TENG MICHAEL+XUAN PHUNG KHU 520 ILWACO AV NE RENTON WA 98056 102305906905 LAI MAN-LING 12841 LUNADA PL SAN DIEGO CA 92128 102305904900 MOORE MONTE D+KAREN L 12226 142ND AV SE RENTON WA 98059 102305941506 SHAMROCK HIGHLANDS LLC 9720 NE 120TH PL #100 KIRKLAND WA 98034 344872015005 TRUONG VAN & LAC 523 JERICHO AV NE RENTON WA 98059 • • REVISED NOTICE OF APPLICATION A Master Application has been filed and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Benner Short Plat / LUA05-113, SHPL-A PROJECT DESCRIPTION: The applicant Is requesting Administrative Short Plat approval to subdivide a 21.739 sg. ft. lot zoned R-8 into 3 lots for development of single-family detached homes. Lots will range from 5.059 -6.296 sq •. ft. Access for proposed Lot 1 wiH be from NE 5th Place and access for proposed Lots 2 and 3 will be ff'om an extension of Jericho Ave NE on the east side of the plat. PROJECT LOCATION: 5218 NE 5th Place PUBLIC APPROVALS: Administrative Short Plat approval APPLICANT/PROJECT CONTACT PERSON: Darrell Offe, Offee Engineers, PLLC; Tel: (425) 260-3412 Comments on the above application must be submitted in writing to Keri Weaver, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on March 14, 2006. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7382. 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 NU~BER vVkEN CALLING FOR PROPER FILEIOENt.FICATION DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: September 19, 2005 September 23, 2005 February 28, 2006 If you would like to be a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 South Grady Way, Renton, WA 98055. File Name / No.: Benner Short Plat / LUA05-113, SHPL-A NAME: ___________________________________________________________ __ MAILING ADDRESS: ____________________________ _ TELEPHONE NO.: ___________ ~- '. ( January 31, 2006 Ms. Kayren K. Kittrick City of Renton LANGLEY DEVELOPMENT GROUP, INC. 6450 SOUTHCENTER BLVD., SUITE 106 SEAlTLE, WASHINGTON 98188 Planning/Building/Public Works Department 1055 South Grady Way Renton, VVA.98055 Re: Benner Short Plat, LUA05-113, SHPL-A/ Blessing Short Plat, LUA05-019 To Whom It May Concern: We are requesting a variance from the road standards to reduce the over-all right-of-way extension of Jericho Avenue NE from 42-foot (35 foot "half street'') improvement to a total right-of-way width of 30 feet. This request is based on the following information: 1. The aty of Renton has approved the plat of Wedgwood Lane Div. 2 North of this area with no possible provision to extend Jericho Ave.NE either south or north of the plat. 2. Any future "half street" extension of Jericho Ave NE to the north of the Blessing Short Plat would abut a Wetland Buffer created by CamWest Development to the east (Shamrock). Therefore, future widening of Jericho Ave. NE would not be possible north of the Blessing Short Plat. 3. As a requirement of both the Blessing Short Plat and Honey Brooke Div. ill plat, a 21 ft. Right-of-Way along the northern property line was set aside for the future extension of NE 6th Street. However, the street cannot extend east beyond where Jericho Ave. NE would intersect due to wetlands and buffers on the Shamrock Plat (CamVVest). Also the Shamrock Plat by CamVVest (east of the subject property) did not make provisions for an extension of NE 6th Street right-of-way beyond the possible intersection with Jericho Ave. NE. 4. The logical terminus for Jericho Avenue NE is at the intersection of NE 5th Place (the current location). There is a right-of-way extension possible to connect with Hoquiam Ave. NE along NE 5th Place. 5. There would be a total of 4 lots would serve access off this proposed road section; Lots 2 and 3 of the Benner Short Plat and Lots 3 and 4 of the Blessing Short Plat. " , Therefore, we request a reduced road width along the east property line of both the Benner Short Plat and the Blessing Short Plat to Thirty feet of Right-of-way with 20 feet of pavement. The road would only serve six homes, one of which is adjacent to NE 5th Place. The proposed road section would comprise of curb and gutter both sides, 20 feet of pavement, and sidewalk on the west side only. If there are any questions, please contact Thomas Foster, Langley Development Group, Inc., 6450 Southcenter Blvd. Suite 106, Seattle, WA. 98188. My phone number is 206-244-0122. Thank you for your consideration to this matter. Sincerely, Thomas Foster, Pres. Langley Development Group, Inc. Cc: Keri Weaver, Sr. Planner 1ZDv SS 0 ( I I 1 I I I I I I I I I I LOTl I LOT 2 ~ 5' SIdewall< (west side ,",Iy) LOT 3 J IlriYewav cut onID HE 5lh PIac1! I II/' 'f I NE 6TH STREET , . LOT 1 I I I I I I I . I I I I~ , ~~ ._J t?~1 I ~~ LOT 2 ,-------~ I I ~'?=-----------, <Q'Y. I I I I I ~ ___ L ______ _ I I I LOT 4 I I I I I LOT 3 I I I I I LOT 3 LOT 1 . ~ ~ . -r:f'~. - . - . t?~ . ~~ ~~~ LOT 2 NE 5TH PLACE 5' Sidewalk (west side only) 30' dedicated n .... _.u~ .. cut onto NE 5th Place !l.mjj. ~ i /1 L; I ! , . iIi ,.,-_ .. _Ii;::;;;;;::~ , I I I , '.--,---,-~- ------_._-----.--------------. _L.A, DIY. 2 INC. "-. ..:.; • ...;_·i.~ ... n.t ,.,.UOC,.. __ .Of ---dI.MUVr ... _UM.I/tIIJ ·:"' )1 ~'. , , 1:"".'.' __ • __ .•. __ o ~f. , ~' l~/ --~.~---1 --'--'; •• 68 -... " I , 1 : , tL~4~~/ T~c.1--I I I , tz.1 I ')2 I ( ~, , ~. I , I I ~ r I~I . "I .1 I a. C' \-7i , r-' I I , ~I , I , gl ~ , !~ :'1 , I~ ~I ;: , , I , I .. I , , , I I , I I I I I I I . , I I I (j) I 1(:::1\ I :en ~ I , ·0 "i' .J> ! 1-----0:-", i ,.. , I m ~ 10\ !·h· I I"., ',., < t.:) I~ /,,-,'i I •••• , , ... r----, DENSITY WORKSHEET CITy OF RENTON RECEIVED FEB 232006 BUILDING 01 VISION City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. Z-17?Jb L square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excluded area: 3. Subtract line 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 41Cfb'l. square feet O· square feet C2 square feet 2. 47 &:fb ~ '7 square feet 3. t 10, q loq rZ)square feet , acres 5. _---'-=-__ units/lots 6. Divide line 5 by line 4 for net density: 6. l \ t 0 = 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. ~%D ~t~/zu& http://www.ci.renton.wa.usJpw/devserv/fonnsJplanningidensity.doc 1 Last updated: 'P' ,---.-.--.~ .. - '~ .............. \ \ I , -\ t J-.J. \ ,~ \JI N - r----------, /-'---,r' DIA r', I I w////?////&///////t%1.Il .... , w C!, ~~, I, GARAGE L() .... ' I FF=454.57 ~ : ) 50.4 sq. tee o I r" ~~:;:~/ ~~~~ () z I , , " I. I ,. I L_ t?/-I~I' I, -I J4'N J5'E\ El---J I 50.00' , 7.00' I' LOT 3 4809,,8 sq. feet LOT 2 I , ,~IL __ j ./ ',( 75.63' , " ' ' ftC:C:::'::F '"" if ' ,~,~~~~ ',' IRS,I' QO.t~~·g <:::7 It)<' . ~4· I I I I ~~(' ~ I I g I I I I ----, -:L I ----'k~'a/ ' \ t :"~ f ' ,~ I I ) o !",! (/")/.', .. I \~) '.' ''",I • qryplataddress • 11/1712005 Page 1 e -City of ~enton Department of Planning / Building / PubliTworks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: M"" ...... JI[ >.v"'- APPLICATION NO: LUA05-113, SHPL-A APPLICANT: C. Thomas Foster, Lanqley Development PROJECT TITLE: Benner Short Plat SITE AREA: 21,739 square feet LOCATION: 5218 NE 5th Place COMMENTS DUE: OCTOBER 11, 2005 DATE CIRCULATED: SEPIEA· ............ L.r,-2(l05 PLAN REVIEW: 'Julian Fries 1 0: ' BUILDING AREA (gross): NiA WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for develop.ment of single-family attache~ homes. Lots will range from 4,811 -5,895 sq. ft. Access will be f~om ~E 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland IS located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services --Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELA TED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional i onnation is needed to property assess this proposal. Date • CITY" RENTON Kathy Keolker-Wheeler. Mayor PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator November 30, 2005 Thomas Foster, President Langley Development Group 6540 Southcenter Blvd., Suite 106 Seattle, WA 98188 Subject: Benner SHPL (LUAOS-113) Request for Modification -Street Width Reduction Dear Mr. Foster: The street modification request associated with the proposed single-family residential short plat, located generally at the intersection of Jericho Avenue NE and NE 5th Place, has been reviewed. This is an infill development in an existing neighborhood at the intersection of two existing roads. The existing streets are pavement with pedestrian improvements. Blessing SHPL borders the property on the north and Honeybrook 3 plat is on the west. The proposed modification requests to allow the proposed new road width for Jericho A venue NE to be reduced to 26 feet of paving along the eastern edge of the property. The Street Modification request for Jericho Avenue NE is denied as requested. A Street Modification to match the Blessing Short Plat cross section is approved ·with one condition. City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights-of-way for, within, and dedicated bya plat. There are also certain standards for width of dedication for proposed streets to be added to the City grid. One of these is the 35-foot half-street improvement to provide 28 feet of pavement with parking only on the. development side, 5-foot sidewalk and curb, and streetlights. This allows full use of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. Jericho Avenue NE for Blessing Short Plat to the 35- foot half-street dedication but with was modified to a 26-foot pavement width and 5-foot sidewalk cross- section with the back of sidewalk being on the property line. This allows proper turning radius installation and latitude for the fill that is required for utility installation. The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance. The Modification Procedures as defined in Section 4-9-2500 clearly states the criteria for approval by the department Administrator. In order for a modification to be approved, the department Administrator must, " ... find that a special individual reason makes the strict letter of this Ordinance impractical, that the modification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection, and maintainability intended by this Ordinance, based upon sound engineering judgment; and (b) Will not be injurious to other property(ies) in the vicinity; and (c) Conform to the intent and purpose of the Code; and -------lO-S-S-s-o-ut-h-G-ra-d-y-W-a-y---R-en-t-on-,-W-a-sh-in-g-to-n-9S-0-S-s------~ ® This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE Benner SHPL (LUA05-113) . November 30, 2005 Page 2 of2 (d) Can be shown to be justified' and required for the use and situation intended; and (e) Will not create adverse impacts to other properties in the vicinity." Meets objectives and safety function: The intent of public and emergency access and pedestrian amenities is not met with the proposal for Jericho Avenue NE, as completion oftheanticipated improvements for pedestrian amenities andadditional pavement width is not provided to match the developmeIit to the north. .' Not irijunous or adversely impact adjacent properties: ' Adjacent properties are not injured nor adversely impacted as all dedications are from the ,proposed short piat andconiplete the grid pattern fot the' ' intersection. ' Confohns to the intent of the code: The int~nko£;provid~gJor .the City street network is met with the' . dedication and extension ofIericho Averirr~:NE.q:;,;";" , ' . . '. ,:~;~ .. -'~~.', -,;-: / Justified and required for use and;s'lf~~ti6n1iItendtia:. Thezoni1:tg~this parcelis R .. 8, Single Family. • , _" • ',~_~ "-,'. I'~ .-o..< •• :rC·.Vf' " .. '.-, ".y' . ;. j<l' i'\;i~ . . The pla.t ptovide~ .the miniinumle~,essary for'fulluse foracc~~s..!!~in7~~,g~y and domestic, as well as pedestnan amemtles. :( .; ,: \" "sr'. " \:~ The Streetl\1odificationto,,':er;~llo 'A~entI'e NE~td;fiia'tclitthe~l~ssil §hort Plat is a' roved with one condition:; l~l .. ,' .... ~ , L "No Patking":signs ;§hall?bepost . ,.'a", ",~heret4~~\1en}l.nti~ less than 28 feet wide. ," ", -. ."::; c-: "k~_~. :~~~~ *; ." '.' , y:. :;~ This dec'isionto deny the proposed Sfi:eet:mgp£tJ~ation'ls.i[s~bjeCtJb,a fo~eil-(14) day appeal period '".. . ' • .'-. <. ~~,~~~.,.>.-~ ,;,>:'/1/~ .. "i.'.<..,.'S-~.t~-.~., _.~' .. ~, ~:' . ' from the date of this letter.' ~Y'lppeal~oftheadministratived~Ci~iQn;Jn:list be filed with the City of .. -. . . ../~ ';'.A","\ :. " ", . . ..$ '.;_~.0i~,.~bif;;· ';~ . Renton HearirigExaminer by 5;00 pmtdS>ecember 13; 2005.§",/;" ""," . Jt . ' '.. .,., ' .. ,' , ',~~:\,~::' 'if?:,'::>'" ,.~:,,".<·7:<'~~f.' ,;:;4', ' Appeals must be 'filed in writing tog~.tller,wiihlhyrequii~d'$~g,~,90~pplication fee.with: Hearing Examiner, City of Renton, 1055 SoutIi~;~~~y WaY'i'Rentdn, ~~98b55. City of Renton Municipal Code Section 4-8-1IOg()vems appeals to theExruniner.,~Additioriannformation regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430'-6510. ' , '. . .... .' . If you have any questions, please contact Jan lllian,projectmanager; at 425-430-7216. 'Sincerely, 5 . .. .~.~dm('\v . Ka]:ttriCk Development Engineering Supervisor , Public Works Inspections & Permits cc:Neil Watts, Development S~rvices Director Stan Ehgler, Fire Marshal Jan Iliian, Engineering Specialist Land Use.File - 15612 158th Ave NE Woodinville, WA 98072 October 11,2005 Mr. Tom Foster % Seattle Mortgage Jon K. Dueker Certified Wildlife Biologist Professional Wetland Scientist 6450 Southcenter Blvd., 8te. 106 Seattle, W A 98188 RE: Benner Short PlatILUA05-113, SHPL-A Dear Mr. Foster: Cb-1l3 . .i.EVELOPMENT PLANNING _ CITY OF Ar=NTON NOV -1 2005 RECEIVED Phone:(425)489~790 Cell: (206) 954-0422 I per you request I examined the above referenced property located at 5218 NE 5th Place, in Renton and the surrounding area for the presence of wetlands. One wetland was found located approximately 500 feet south along Jericho Ave NE. The wetland reportedly located at the southern boundary has been mistakenly identified as part of or within 200 feet of parcel 102305-9306. Figure 1 shows the area adjoining the south eastern corner of the property. There are no wetlands within 100 feet of the subject property. Figure 1. Southeast of site If you have any further questions please feel free to give me a call. I would be happy to talk with the City of Renton if you so desire. Sincerely, Jon K. Dueker P.W.S., C.W.B. Kathy Keolker-Wheeler, Mayor October 11, 2005 Darrell Offe . Offe Engineers, PLLC 13932 SE 159th Place Renton, WA98058 • Subject: Requestfor Additional Information - Benner Short Plat LUA05-113, SHPL-A Dear Mr. Offe: CITY IF RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator The Development Planning Section of the City of Renton accepted the above short plat application for review on September 27,2005. Duringour review, staff have determined that additional information is necessary in order to proceed further. Drainage Report for the Benrier short plat site; including proposed water quality and detention facHities~in. compliance with l,.evel 2 standards, according to the 2005 King County Surface Water Design Manual. . With-the short plat application received on September 19, 2005,a drainage report and associated documents regarding the Honey Bra.oke Phase III plat (dated August 2003) were submitted, with the notation "Includes Benner Short Plat" However, engineering . staff have determined that the submitted documentation does not address the Benner site. On October 7, 2005, staffcontacted David E. Cayton, P.E., of Core Design, who prepared the Honey Brooke Phase III report. Mr. Cayton confirmed that the Benner site had not been included in the analysis or report. Therefore, a drainage report addressing the Benner site and in compliance with current standards must be submitted. At this time, your project has been plated on hold pending receipt ofthe requested information. Please contact me at (425) 430-7382 if you have any questions. Sincerely, -):' Ai/!' '91Mj/J1~ Keri Weaver Senior Planner cc: C. Thomas Foster I Owner -------------l-OS-S-s-o-u-th-G-r-a-dy-W--ay---R-e-n-to-n-,W--aS-h-in-g-to-n-9-8-0~SS-------------~ ® This paper contains 50% recycled material, 30% post consumer AHEAD .OF THE CURVE , '. DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM October 7, 2005 Keri Weaver Sonja I. Fesser ~ Benner Short Plat, LUA-05-113-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant regarding the preliminary short plat submittal: The legal description, as noted on the preliminary short plat drawing (Revised Site Plan), is incorrect. The subject property is in the NE 1,4 of the SW % of the SE % of Section 10 (the SE % is missing from the legal description). The dedication of properties for street purposes (35' wide strip on Jerico Ave NE and 7' wide strip on NE 5th Place) requires approval by the City Council. Said dedication is achieved via a recorded City of Renton Dedication Deed document. If the dedication is to be recorded with the short plat, the dedication process needs to be timed in such a way that Council approval and all other matters pertaining to the dedication have been taken care of, and said document is ready to record. The Deed of Dedication document includes both a legal description exhibit and a map exhibit. 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, to be dated within the 45-day time period prior to Council action (approval) of said dedication. Talk to the Project Manager if there are questions or further information is needed. The street name "JERICHO" is incorrectly spelled on the short plat drawing. Note on the short plat submittal that the existing residence and other existing structures will be demolished and removed. \H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV051005.doc October 7, 2005 Page 2 Information needed for final short plat approval includes the following: Note the City of Renton land use action number and land record number, LUA-05-113-SHPL and LND-20-0427, respectively, on the short plat submittal, preferably in the upper right-hand comer of the drawing sheets. The type size used for the land record number should be smaller than that used for the land record number. A licensed surveyor will need to prepare and stamp, sign and date the final short plat drawing(s). Show two ties to the City of Renton Survey Control Network (tie the subject property to the Survey Control Network). The geometry will be checked when the ties have been provided. Note the bearings for all interior boundary lines of the proposed lots. Provide short plat and lot closure calculations. Include a statement of equipment and procedures used, per WAC 332-130-100. Indicate what has been, or is to be, set at the comers of the proposed lots. Note discrepancies between bearings and distances of record and those measured or calculated, if any. The city will provide addresses for the proposed lots as soon as possible. Said addresses need to be noted on the short plat drawing. Note all easements, covenants and agreements of record on the drawing. Note the Basis of Bearing on the drawing. On the final short plat submittal, remove all references to trees, utilities facilities, topog lines, decks and other items not directly impacting the subdivision. These items are provided only for preliminary short plat approval. Remove all density and zoning information from the final drawing. Remove all references to building setback lines. Setbacks will be determined at the time of issuance of building permits. Remove the "ENGINEER", "SURVEYOR", and "PROPERTY OWNER(S)" blocks from the final short plat submittal. Remove the utility locations block from the final drawing. Note encroachments, if any. Note (on the short plat drawing) the lot numbers of the recorded plat to the west of the subject property. H:\File Sys\LND· Land Subdivision & Surveying Records\LND·20 -Short Plats\0427\RV051005.doc\cor October 7, 2005 Page 3 The City of Renton Administrator of Planning/BuildinglPublic Works is the only city official who signs this short plat drawing. 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 short plat need to sign the document. Include a declaration block on the drawing. Note that if there are restrictive covenants, easements or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat submittal and the associated document(s) are to be given to the Project Manager as a package. The short plat document will be recorded first (with King County). The recording number(s) for the associated document(s) (said documents recorded concurrently with, but following the short plat) need to be referenced on the short plat document. Comments for the Project Manager: Note that there is a street dedication associated with this short plat proposal that needs to be approved by the City Council at the appropriate time in the short plat process. Fee Review Comments: The Fee Review Sheet for this review of the preliminary short plat is provided for your use and information. H:\File Sys\LND -Land Subdivision & Surveying Records\LND-20 -Short Plats\0427\RV051005.doc\cor PROPERTY SERVICWEE REVIEW FOR SUBDIVISIONS N0-e5 -_5..LJCJ ___ _ APPLICANT: I Ab JGjI ey tyEV. CfAo/ If?) C .1HOHAS FOS"JER RECEIVED FROM ___ -;-:-__ (date) JOB ADDRESS: -52 I e blE 5~'12LACE:" WO#_7--1-7..J"-r48=-..~C"",----_____ _ NATURE OF WORK: 3-LdC 5--OS+ .:a ..<..:t= (=:eebJbIEB SHOar PI AT) LND # i" a -04~7 X PRELIMINARY REVIEW OF SUBDIVtSI6N BY'LoNG PLAT, NEED MORE INFORMATION: .. LEGAL DESCRIPTION SHORT PLAT, BINDING SITE PLAN, ETC. PID #'s .. VICINITY MAP -FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE .. OTHER PRELIMINARY FEE REVIEW DATED FRONT FOOTAGE SUBJECT PROPERTY PARENT PID# loea05-9=30<0 X NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. It is dle intent of this development fee analysis to put the developer/owner on notice. that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities. street improvements. etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. The existing house on SP Lot # , addressed as has not previously paid ____ SDC fees, due to connection to City utilities prior to existance of SDC fee Ord. SP LotH will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. Th f. II d f. d NOT' I d . f.·d . f. h f e 0 owmg quote ees 0 inC U e inspection ees. Sl e sewer JJ.ermlts. r w permit ees or t e cost 0 water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) 'W A TER -0- Latecomer A~reement (pvt) W ASTEW ATER -0- Latecomer A~reement (pvt) OTHER -0- / Special Assessment District/W A TER /-0- E"A.5 I :REl-lTo\..l. I~~ Oc:>ol!-$~.5eX UJ..JIT5+ 3 -rab Specia Assessment District/W ASTEW A ER Ib Joint Use Agreement (METRO) - Local Improvement District * - Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION - FUTURE OBLIGATIONS - SYSTEM DEVELOPMENT CHARGE -WATER .. Estimated # OF UNITSI SDC FEE .. Pd Prevo -Partially Pd (Ltd Exemption) -Never Pd SQ. FTG. Single family residential $1,525/unit x -\A. '-I-'t JICEIS Mobile home dwelling unit $1220/unit in park ._). vi "E5'(\A. Apartment, Condo $915/unit not in CD or COR zones x qO Commercial/Industrial, $0.213/sq. ft. of property (not less than $1,525.00) x I Boeing. by Special AgreememfFootprim of Bldg plus 15 ft perimeter (2.800 GPM threshold) SYSTEM DEVELOPMENT CHARGE -WASTEWATER" Estimated .. Pd Prevo -Partially Pd (Ltd Exemption) .. Never Pd Single family residential $900/unit x a '$ e.. '7CC.oc: Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial $0.126/sq. ft. of propertyx(not less than $900.00) SYSTEM DEVELOPMENT CHARGE -SURFACEW ATER .. Estimated .. Pd Prevo .. Partially Pd (Ltd Exemption) Never Pd Single family residential and mohile home dwelling unit $715/unit x 2., $1}4~~ AlI other properties $0.249/sq ft of new impervious area of property x (not less than $715.00) I PRELlMlNARY TOTAL $ .~. ,U1_,-~ __ _ o -Re,(;;fl'ing Authoriry '< tv m 0 j)J 0 t1 1J1 t1 m Ul < "If suhject property is within all LlD, it is de,-e\opers responsibility to check "ith the Finance Dept. for paid/un-paid status. Square rootage figUl'es are taken from the King County Assessor's map and are suhject to change. Current City SOC fee charges apply to EFfECT[VE January I, 20!lS ... m >: ::l 0 . . . City of .on Department of Planning / Building / Public Irks ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fr""""""'"" .... ~ COMMENTS DUE: OCTOBER 11, 2005 DATE CIRCULATED: SEPTEMBER 27, APPLICANT: C. Thomas Foster, Lan ment PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SEP 2 7 Z005 SITE AREA: 21,739 s uare feet BUILDING AREA LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 UTILITY SYSTEMS SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. 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 Housing Air Aesthetics Water UghtiGlare Plants Recreation Land/Shoreline Use Utilities Animals TransOQrtation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Cjty of R'.on Department of Planning I Building I Public IrkS ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: fb,ru COMMENTS DUE: OCTOBER 11, 2005 APPLICATION NO: LUA05-113, SHPL-A DATE CIRCULATED: SEPTEMBER 27,2005 APPLICANT: C. Thomas Foster, Langley Development PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 square feet BUILDING AREA (gross): NlA LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS ~ av-/U)~ m ~k C. CODE-RELATED COMMENTS ~~ I'UJ ~~ ?'{)drfl~ We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ad . ·onal information is eded to properly assess this proposal. Date City of R. Department of Planning / Building / Public .5 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ruch '01\ COMMENTS DUE: OCTOBER 11, 2005 APPLICATION NO: LUA05-113, SHPL-A DATE CIRCULATED: SEPTEMBER 27, 2005 APPLICANT: C. Thomas Foster, Langley Development PROJECT MANAGER: Keri Weaver PROJECT TITLE: Benner Short Plat PLAN REVIEW: Julian Fries SITE AREA: 21,739 square feet BUILDING AREA (gross): N/A LOCATION: 5218 NE 5th Place WORK ORDER NO: 77480 SUMMARY OF PROPOSAL: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3-lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of- way. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public SeNices Energy/ Historic/Cultural Natural Resources PreseNation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or additional informati n is nee ed to properly assess this proposal. Date • A Master Application has been flied and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAMEINUMBER: Bonnor Short Plat I LUA05·113, SHPL·A PROJECT DESCRIPTION: Applicant requests Short Plat approval to subdivide a 21.739 sq. It. lot zone R·8 into 3-lots for development of single-family attached homes. Lots wm range from 4,811 -5.895 sq. ft. Access will be trom NE 5th Place (Lots 2 & 3) Bnd Jericho (Lot 1). A small wetland Is located at the sourthem boundary of the property. 5.379 sq. ft. will dedicated as public right-ol-way. PROJECT LOCATION: 5218 NE 5~ Place PUBUC APPROVALS: Administrative Short Plat approval APPUCANTiPROJECT CONTACT PERSON: Darroll Offo, Offoo Engineers, PLLC; Tol: (425) 260-3412 Comments on the above application must be submmect In writing to Kerl Weaver, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 11, 2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Pro;ect Manager at (425) 43().7382. 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: NOTICE OF COMPLETE APPLICATION: DATE OF NOTICE OF APPLICATION: J -,-,- '--· -- · --;u-· . -- ~ " --. September 19, 2005 September 23, 2005 September 23, 2005 I' " ;'1- ~o.£CT SITE 102305-9306 5218 N£ 511'1 PLACE --~ ~I • HE 5TH Pl.ACE ~ ie-"I 1.= '1-_ --I I __ ~ <I \ '~_'b' •• ~'~~~: ____ ~"'_!_'~"'." I !j . I I . II ! --I I -- I :... : I " I --I I I " I "" :=' :"-1 I --'7. il, L ---- and return to: City of Aenton~.Development Planning. 1055 South Grady Way, Renton, WA 96055. File Name I No.: Benner Short Plat I LUA05·113, SHPL·A NAME: ____________________________________________________________ __ MAiliNG ADORESS: ______________________________ _ TELEPHONE NO.: ____________ __ -_-.. ................... ,"'\."'\\\ ;~~ ,~ .. ~L€"..I-'_\\, CERTIFICATION f ~~"';$s\ON'i"':'!"k 1# O ""Q .,~~ ~. <:> ~ \ -~. [oq: /0 ~OTARY~\1 I, '-'?~ , hereby certIfy that S copies of the above docu"eni () -'-~ : were posted by me in ~ conspicuous places or nearby the describe property o~' ". PUBLIC :' DATE: 't/~11 0.5 ~ I \~~·.'?'19-()fQ .. ""<y / SIGNED: \;·Qr:·WAS\.\\\~(~ --"'=-''-~:d~:;<!!~----------''''':~~,,''l .. '''',''''''~''l-'''''''-''''''' __ -- A1TEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in Se£i1lte Witt , on the h dayof Vttr:rJu.-r cf){)OS a~.~~ NOTARY PUBLIC SIGNATURE: CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 27'h day of September, 2005, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter & NOA documents. This information was sent to: C. Thomas Foster, Langley Dev. Grp. -Accpt Ltr &NOA Darrell Offe, Offe Engineers, PLLC -Accpt Ltr Surrounding Property Owners -NOA only Owner/Applicant Contact See Attached (Signature of Sender): ~ ~ ? STATE OF WASHINGTON ) ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated:, __ fO_-_v.:....-rO.....;)~_ Notary (Print): My appointment expires: Benner Short Plat LUA05-113, SHPL-A 102305930806 BLESSING EMERY A :bJ2i iSlE 5 I FI ~ 3'20 t I'**' Me ~ 'itEm I G1. ';',,0, 98Qi~ A\~ *~8()D' 102305923009 MEAD HANK & LAVERNE 552 HOQUIAM AV NE RENTON WA 98059 102305941506 SHAMROCK HIGHLANDS LLC 9720 NE 120TH PL #100 KIRKLAND WA 98034 e 102305906905 LAI MAN-LING 12841 LUNADA PL SAN DIEGO CA 92128 102305904900 MOORE MONTE D+KAREN L 12226 142ND AV SE RENTON WA 98059 102305928107 LANGLEY DEVELOPMENT GROUP INC 6450 SOUTHCENTER BLVD #106 SEATTLE WA 98188 102305904207 PHUNG AN 9333 57TH AV W MUKILTEO WA 98275 NOTICE OF APPLICATION A Master Application has been flied and accepted with the Development Services Division of the City of Renton. The following briefly describes the application and the necessary Public Approvals. PROJECT NAME/NUMBER: Benner Short Plat I LUA05-113, SHPL-A PROJECT DESCRIPTION: Applicant requests Short Plat approval to subdivide a 21,739 sq. ft. lot zone R-8 into 3·lots for development of single-family attached homes. Lots will range from 4,811 -5,895 sq. ft. Access will be from NE 5th Place (Lots 2 & 3) and Jericho (Lot 1). A small wetland is located at the sourthern boundary of the property. 5,379 sq. ft. will dedicated as public right-of-way. PROJECT LOCATION: 5218 NE 5th Place PUBLIC APPROVALS: Administrative Short Plat approval APPLICANT/PROJECT CONTACT PERSON: Darrell Ofte, Oftee Engineers, PLLC; Tel: (425) 260-3412 Comments on the above application must be submitted In writing to Kerl Weaver, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on October 11, 2005. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager at (425) 430-7382. 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: NOTICE OF COMPLETE APPLICATION: September 19, 2005 September 23, 2005 September 23, 2005 DATE OF NOTICE OF APPLICATION: J Li~~~~~...r----.., If ~ .l -' Ill>. 1. 17 PROJECT SITE "\ 81 102.305-9.306 < 5218 NE 5th PLACE --"""'~.!lII!L-':....lI' ~I_ a~~ ~""'TdL.::=-~-~~--__ 2 ...... If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton,Development Planning, 1055 South Grady Way, Renton, WA 98055. File Name I No.: Benner Short Plat I LUA05-113, SHPL-A NAME: ____________________________________________________________ __ MAILING ADDRESS: _____________________________ _ TELEPHONE NO.: _____________ _ . Kathy Keolker-Wheeler, Mayor September 27, 2005 Darrell Offe Offe Engineers, PLLC 13932 SE 159th Place Renton, WA 98058 Supject: Benner Short Plat LUA05..;113, SHPL-A Dear Mr. Offe: . CIT·~F RENTON PlannmgIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator The Development Planning Section of.the City of Renton has determined that the subject application issufficiemt.tb accept for,review ... . . However, the foUowinginformation is re,quired~by October '11; 2005 in order for the review of this project to proceed: . .', ..' • . A Wetland Assessment for s~~il'W~tl~r1d area adjacent to' N E 5th Place, .~... : You will be notified if any additional. inf()rmatich'otherthan the above, is required to . continue processing your application. Please contact me at (425)430-7382 if yqu have any questions. Sincerely, KeriWeaver Senior Planner cc: . C. Thomas Foster / Owner ------I-05-5-S-o-u-th-G-r-ad-y-W,-a-y---R-e-nt-on-,-=w,-::a-:sh:-:-i-ng-to-n-98-0-5-5 --.,.-----'--~-~ ®. This paper contains 50% recy~ material, 30% post consumer AHEAD OF THE CURVE Kathy Keolker-Wheeler, Mayor September 27,2005 Superintendent's Office Renton School District #403 300 SW 7th Street .' Renton, WA 98055-2307 Subject: Benner Short Plat LUA05-113, SHPL-A CITye>F RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrat.or The City of Renton Development Services Division has received an application for a 3-lotsingle- family subdivision located at 5218 NE 5th Place. Please see the enclosed Notice of Application for further' details . . In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living' in residences at the location indicated above. Please fill in the appropriat~ schools on the list below and return this letter to my attention, Development Services Division, City of Renton, 1,055 South Grady Way, Renton, Washington 98055 by October 11, 2005. Elementary School: __ ~_--:----'_:--~--':'-______ """--:--_-'--_-'---_--'-,--__ ,:. ,-;" High Schobl:~ _______ ~ __ --,-_-,--__ -,--_--,.c-~ __ --,-__ ---,-_---,- Will the schools you have indicated b~ able to handle the impact of th.e additional studehts estimated to come from the proposed'development? ' Yes No, __ _ Any Comments: -'--_~ _____ --:----,-_______ "--___ -'--_--'-____ _ Thank you for providing this important information. If you have anyquestionsregarding this project, please contact me at (425) 430-7382. Sincerely, Keri' Weaver Senior Planner Enel. ------}-0-55-S-o-u-th-G-r-ad-y-W-a-y---R-e-nt-o-n,-W-a-sh-j-ng-t-on-. -98-0-5-,5,--------'-~ * This paper contains 50% recycled mater;;:II, 30"10 post consumer AHEAD OF THE CURVE r .: 1CAcr .. . . ' J « City of Renton LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) CITY~ wit ZIP: ~l ~ TELEPHONE NUMBER: ~-~~Of2-2- APPLICANT (if otherthan owner) NAME: COMPANY (if applicable): ADDRESS: CITY: ZIP: TELEPHONE NUMBER CONTACT PERSON NAME: D,kl2-?f5lL ~ COMPANY (if applicable): . ~·il •.• ~:.·~btN~~ ~ TELEPHONE NUMBER AND E-MAIL ADDRESS: ~ -Z-(pD ,.. ~A-I"2-_ .L -'-d.t:t. -r re.. II. 0. ~ LOW" (POI . Il...bl Q:\WEB\PW\DEVSERV\Forrns\Planning\masterapp.doc08I29/03 -- PROJECT INFORMATION PROJECT OR DEVELOPMENT NAME: ~JJfJ~R~~ PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: 0-z,t ~ Ne '5if 'PL ~~} u.A--t{~S?l KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): EXISTING LAND USE(S): · ?L£ Fio/YJ' PROPOSED COMPREHENSIVE PLAN MAP DESI (if applicable): EXISTING ZONING: PROPOSED ZONING (if applicable): ~C SITE AREA (in square feet): ~I -73q SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): e::: './, "31 1 PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): ~ ... 0 NUMBER OF PROPOSED LOTS (if applicable): '3 NUMBER OF NEW DWELLING UNITS (if applicable): , , PR_ECT INFORMATION (Conti~d') ~L-__________________ ~ , ,\ NUMBER OF'ExISTING DWELLING UNITS (if applicable): , SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS (if applicable): z.~ ?c.4.. Pr. SQUARE FOOTAGE OF EXISTING RESIDENTI,.{( BUILDINGS TO REMAIN (If applicable): 0 - SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 0 SQUARE FOOTAGE OF EXISTING NON-ROENTIAL BUILDINGS TO REMAIN [If applicable): NET FLOOR AREA OF NON-RDrZAL BUILDINGS (if applicable): NUMBER OF EMPLOYEES TO BE EMPL/~D BY THE NEW PROJECT [If applicable):" IJ 4-- PROJECT VALUE: .-I Lj~&1 Pdt} IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASE INCLUDE SQUARE FOOTAGE (if applicable): o AQUIFER PROTECTION AREA ONE o AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA sq. ft. o GEOLOGIC HAZARD sq. ft. o HABITAT CONSERVATION sq. ft. o SHORELINE STREAMS AND LAKES sq. ft. o WETLANDS sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following infonnation included) SITUATE IN THE ~e QUARTER OF SECTION /0, TOWNSHIP~, RANGE S, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List,alliand use ap~lications bei~ttPPlied for: 1. ,tAtvo {f(t:; Ch&.ff-.M-3. 2. 4. - Staff will calculate applicable fees and postage: $ /CJjO -- AFFIDAVIT OF OWNERSHIP I, (Print Name/s) C Jbm4S &s:fec . declare that I am (please check one) Vthe current owner of the property involved in this application or __ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregOing statements and answers herein contained and the information herewith are in all respects true and coned to the best of my knowledge antlief. I certify that I know or have satisfactory evidence thaC. , "1h 0J!A.Jh ),i? / (? ~ signed this instrument and acknowledged it to be his/herltheir free and voluntary act for the . .;? & uses and purposes mentioned in the instrument == (Signature of OwnerlRepresentative) Notary Public in and for the State of Washington (Signature of OwnerlRepresentative) Notary (Print>_G_(._--:-1f---'<-=-_D=' ::;..;to-~...:...:...i _M __ ---._ My appointment expires: ci= -c f-~ Q:\WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08129/03 SECTION 10, TOWNSHIP 23 N., RANGE W., W.M. ~ . . ----_ ....... __ u ..... G.ft _an. .. -...... ... II" ; _v_ OIV. _ 0IiUIAU. PlAT ...... T ':10.01 NE .:::,.w' ...... I" -A. 1EI/4. .. ~IJ..CIS ...... ...... 22 21 ; ..... S>'. ; _S>'. -i; i; lIlY!!. j; ..... ------~r-aW.~-.~ZUD~ ~I ....,. ...... i; DLO Design Drown 08/04/2005 Dote Project No. ....... L-aa W = ~I 1t--~~!-.-4-. ~ « 2 ....... .....-..... ..... : 8 « 3 _.w t'--~~----+-~ .....-.... 11 .. 4 _$I. .....-.... 11 .. : 5 _$I. 6 ( 16 _S>'. .....-.... .... 15 .....-.... ...... 14 ~*S.F . .....-.... _47 13 ~s.' . .....-.... 8 51 .. 8 51 .. I DEVELOPME CITY OF~~~~NING SEP 19 2005 RECEIVED ~.~ OFFE ENGINEERS BENNER .SHORT PLAT 1" = 100' 13932SOUIB1!AST 15!nH PLACE I-_________________ ~ Scale Rl!NI'ON" WASHINGlON!I8OO8 PHONB: t25-26II-Ml2 roNTAcr:DARRl!U.Ol'FB,P.B. NEIGHBORHOOD DETAIL PLAN FIG 01 Figure No. DENSITY WORKSHEET ~-----~-::\--3 City of Renton Development Services Division i I A A (fj - \ , 1055 South Grady Way-Renton, WA 98055 \)lI\ I. Phone: 425-430-7200 Fax: 425-430-7231 1. Gross area of property: 1. tl, I o~ /7 square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets** Private access easements** Critical Areas* Total excludecfarea: 3. Subtract/ine 2 from line 1 for net area: 4. Divide line 3 by 43,560 for net acreage: 5. Number of dwelling units or lots planned: 75J65:j~quare feet to square feet () square feet 2. '731R5",. Ii square feet 3. Ib~ 313 , . square feet 4. (). ?/7& acres s. _____ unitsllots 6. Divide line 5 by line 4 for net density: 6.1.q~ = 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. Q:\ WEB\PW\DEVSERV\Fonns\Planning\density .doc Last updated: 1110812004 1 ® King County • DDES This certifi. provides the Seattle King County DeJrtment of Public Health and the Department of Development and Environmental Services with information necessary to evaluate development proposals. DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES 900 Oakesdale Avenue Southwest Renton, Wa 98055-1219 King County Certificate of Water Availability I~O not write in thisbQX---~ --------~-~ ~--~---~ number name o Building Permit o Short Subdivision ~ Preliminary Plat' or PUD o Rezone or other _______ _ Applicant's name: Thomas Foster & Gary Stump (Clay Benner's property) Proposed use: Single Family Residence -(3 lots total) _ 1 \ Location: 5218 NE 5~ Place, Renton, WA 98059 (~~ ~'f M" ')l WA {J? -113 (attach map and legal description If necessary).. \ Water purveyor information: 1. 0 a. Water will be provided by service connection only to an existing 8" (size) water main that Is fronting the site. OR ~ b. Water service will require an Improvement to the water system of: o (1) feet of water main to reach the site; and/or o (2) The construction of a distribution system on the site; and/or ~ (3) Other (describe): DE agreement may be required depending on how lots are diVided. 2. ~ a. The water system Is In conformance with a County approved water comprehensive plan. 3. 4. S. OR o b. The water system improvement Is not in conformance with a County approved water comprehensive ~ a. OR 0 b. ~ a; OR CJ b. ~ a. OR 0 b. plan and will require a water comprehensive plan amendment. (ThIs may cause a delay in Issuance of a permit or approval). The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or City, or Is within the County approved service area of a private water purveyor. Annexation or Boundary Review Board (BRB) approval will be necessary to provide service. Water Is or will be available at the rate of flow and duration indicated below at no less than 20 psi measured at the nearest fire hydrant ~ feet from the building/property (or as marked on the attached map): Rate of flow at Peak Demand Duration o less than 500 gpm (approx. gpm) o less than 1 hour o 500 to 999 gpm CJ 1 hour to 2 hours ~ 1000 gpm or more ~ 2 hpurs or more CJ flow test of gpm CJ other CJ calculation of gpm (Note: Commercial building permits which Includes multifamily structures require flow test or calculation. ) Water system Is not capable of providing fire flow. Water system has certificates of water right or water right claims sl:lfficlent to provide service. Water system does not currently have necessary wate~ rights or water right claims. Comments/conditions: 1 existing meter, 2 others @ GFC $3,200, 3,14" $450 meter drop, (or $1,250.00 If full Install done by District) FEES SUBJECT TO CHANGE WUHOUT PRIOR NOnCE ~ 1'tl,1 ?)DO' ~ftC..-0#--q/~/tl0 I certify that the above water purveyor Information Is true. This certification shall be valid for 1 year from date of signature. KING COUNTY WATER DISTRIcr #90 Lester Piele RENEWAL FEES: WI IN 1 YEAR $50.00 AgenCy name Signatory name AFTER 1 YEAR $125.00 DISTRIcr SUPERINTENDENTj~~c.., ~;2::~~c' 9/19/2005 Title ;/ Signature Date Z:\Water Availability Certificates\Water Availability\Foster, 5218 NE 5th PI (Benner).doc DATE: February 24, 2005 TO: Susan Fiala, Senior Planner FROM: Jim Gray, Assistant Fire Marshal SUBJECT: Benner Short Plat 5218 NE 5th St. Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 G PM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single-family structures. Please feel free to contact me if you have any questions. I DATE: TO: FROM: FEB 242005 MEMORANDUl\ifLD:HGDIVIS1J:i r~b. /J, ~)005 , Fire Prevention, Economic Development, Review, Project Planner Neil Watts, Development Services Division Director SUBJECT: New Preliminary . .A.ppliQati()n:. i3e,oY)eIC bbJ)r1 1=>ICl;b LOCATION: 5 a \'6 n) E 5 th_ 'pltA (9 PREAPPNO. fQeoS; -D25 A meeting with the-· applicant has been scheduled for 10 GVfV'l ...... -. , Thursday;--" m cv:C ~ 1 0 + k . , in one of the 6th floor conference rooms. If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the 11 :00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved priorto formal land use and/or building permit application submittal. H:\Division.s\Develop.ser\Dev & Plan.ing\Template\Preapp2 Revised 1-05 To: CITY OF RENTON MEMO PUBLIC WORKS From: Susan Fiala Juliana Fries Date: Subject: March 8, 2005 PreApplication Review Comments PREAPP No. 05-025 Benner Short Plat NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TIDS REPORT: The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have reviewed the preliminary application for this 3-10t short plat, located at 5218 NE 5th Place and have the following comments: WATER 1. The proposed development is within the water service area of Water District 90 (WD 90). The applicant shall obtain a certificate of water availability from the District and provide it the City prior to the approval of the short plat. A fire flow analyses will be required to verify that the District's system can provide a minimum of 1,000 gpm of available fire flow. Results of flow analysis shall be submitted to the City along with the certificate of water availability to ensure that adequate flow rate and pressure is available to serve the development. 2. The proposed project is located outside an Aquifer Protection Zone. SANITARY SEWER 1. There is an 8-inch sewer main in Jericho Ave NE (see Dwg 3115). 2. A sewer main extension along the extension of Jericho Ave NE will be required. 3. Existing septic systems shall be abandoned in accordance with King County Health Department prior to recording of the plat. 4. This parcel is subject to the East Renton Special Assessment District (ER-SAD = $304.38 per lot as of 3/10105 -accrues interest daily). Fees are collected at the time the utility construction permit is issued. 5. The Sanitary Sewer System Development Charges (SDC) is $900 per lot. These are payable at the time the utility construction permit is issued. I Benner Short Plat 03/07/2005 Page 2· SURFACE WATER 1. This site drains to Maplewood Creek. 2. Due to downstream flooding and erosion problems, staff is recommending as a condition this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 flow control) and water quality improvements. 3. The Surface Water System Development Charges (SDC) are $715 per new lot. These are payable at the time the utility construction permit is issued. TRANSPORTATION 1. Dedication of 35-feet right-of-way along the east property line to extend Jericho Ave NE will be required. 2. Dedication of a minimum 7 feet right-of-way along the south property line to extend NE 5th Place will be required. 3. Street improvements including, but not limited to paving, sidewalks, curb and gutter, stonn drain, landscape, and street signs will be required along the frontage of the parcel with NE 5th Place and the extension of Jericho Ave NE. 4. Traffic mitigation fees of $75 per additional generated trip shall be assessed per single family home at a rate of 9.57 trips. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. If three or more poles necessitate to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost of construction estimate for these improvements. The fee for review and inspection of these improvements is 5% of the fIrst $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half the fee must be paid upon application. 3. If you have any questions, call me at 425-430-7278 cc: Kayren Kittrick DATE: TO: FROM: CITY OF RENTON Planning/Building/Public Works MEMORANDUM March 10, 2005 Pre-Application File No. 05-025 Susan Fiala, Senior Planner, (425) 430-7382 SUBJECT: Benner 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 andlor concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first floor of City Hall. ,-- Project Proposal: The subject site is addressed as 5218 NE 5th Place and is located to north and east of the Honeybrooke Div. 3 Plat. The site is at the intersection of Jericho Ave. NE and NE' 5th Place. in the east section of Renton. The proposal is to subdivide the site, of approximately 0.38- acres into three (3) lots for the eventual construction of single family residences. The parcel currently contains a single family residence and separate garage structure which would"be demolishedlremoved to accommodate the short plat. ZoninglDensity Requirements: The subject property is located within the Residential -8 dwelling units per acre (R~8) zoning designation. The density range required in the R-8 zone would be a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac). The method of calculating net density is as follows: A calculation of the number of housing units and/or lots that would be allowed on a property after critical areas and public rights-of-way and legally recorded private access easements are subtracted from the gross area (gross acres minus public streets, easements and critical areas multiplied by allowable housing units per acre). Required critical area buffers and public and private alleys shall not be subtracted from gross acres for the purpose of net density calculations. The applicant provided a net density for this site which is estimated as 7.9 dulac, after the deductions for the public street, which is within the range of the minimum of 4.0 dulac to the maximum of 8.0 dulac of the R-8 zone. All square footages of areas to be deducted (Le. public rights-of-way) must be provided at the time of formal land use application in order to determine denSity. Development Standards: The R-8 zone permits one residential structure/unit per lot. Detached accessory structures are permitted at a maximum number of two per lot at 720 square feet each, or one per lot at 1,000 square feet in size. Minimum Lot Size, Width and Depth -The minimum lot size that would permitted in the R-8 zone is 4,500 sq. ft. for parcels greater than 1 gross acre and 5,000 sq. ft. for parcels less than 1 acre-gross. I Benner Short Plat -pre-ApPlicabAeeting March 10,2005 Page 2 of 5 '(... . The site is less than one (1) acre-gross; therefore, a minimum lot size of 5,000 sq. ft. (net, if applicable) would be required. A minimum lot width of 50 feet for interior lots and 60 feet for comer lots, as well as a minimum lot depth of 65 feet, is also required. It appears all lots meet the minimum lot size requirements. Please provide both the gross and net square footage of each lot at the time of formal land use application. For the formal land use application, all lots must be fully dimensioned to determine compliance. Building Standards -The R-8 zone would allow a maximum building coverage of 35% of the lot area or 2,500 square feet, whichever is greater for lots 5,000 square feet in size or greater. Lots less than 5,000 square feet in size would permit a maximum building coverage of 50% of the lot area. In the R-8 zone, building height is restricted to 30 feet and two stories. Detached accessory structures must remain below a height of 15 feet and one-story with a gross floor area that is less than the primary structure. Accessory strt,Jctures are also included in building lot coverage calculations. Square footages of buildings to remain, if any, must be provided at the time of formal land use application. Also, any buildings that are to be removed/demolished must obtain a demolition permit and be removed and inspected prior to recording the final short plat. Setbacks -Setbacks are the minimum distance required between the building footprint and the property line or private access easement. The required setbacks are 15 ft. for the primary structure and 20 ft. for attached garages accessed from the front yard in the front, 20 ft. in the rear and 5 ft. on interior side yards. The side yards along a street setback is 15 ft. for the primary structure and 20 ft. for the attached garages which access from the side yard along a street. All setbacks are to be. shown on the formal land use application plat plan submittal, but must be removed prior to final short plat recording. Access/Parking: Access to Lot 1 is proposed from NE 5th PL and Lots 2 and 3 would be accessed via the extension of Jericho Ave. NE. . Private streets are allowed for access to six or less lots, with no more than 4 of the lots not abutting a public right-of-way. The street is to include a minimum easement width of 26 feet with 20 feet of paving. Private driveways may serve a maximum of two lots and must have a minimum easement width of 20 feet with 12 feet of paving. Each lot is required to accommodate off street parking for a minimum of two vehicles per lot. In addition, appropriate shared maintenance and access agreemenVeasements will be required between lots with shared access. Private streets and private driveways are easements. The land area of the easement is to become part of the abutting lots. Addresses of lots along private streets/driveways are to be visible from the public street by prOVision of a sign stating all house numbers and is to be located at the intersection of the private street and the public street. Driveway Grades: The maximum driveway slopes can not exceed fifteen percent (15%), provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower end of the driveway. If the grade exceeds 15%, a variance from the Board of Adjustment is required.· . Landscaping and Open Space: For short plats abutting non-arterial public streets, the minimum off-site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip provided that if there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For short plats abutting principal, minor or collector arterials, the width increases to 10 ft. unless otherwise determined by the reviewing official during the subdivision process. ijenner Short Plat -Pre-Application M~ March 10, 2005 .... Page 3 of 5 Tree requirements for short plats include at least two (2) trees of a City approved species with a minimum caliper of 1 Y2 inches per tree must be planted in the front yard or planting strip of every lot prior to building occupancy. A conceptual landscape plan must be provided with the formal land use application as prepared by a registered Landscape Architect, a certified nurseryman or other certified professional. Sensitive Areas: Based on the City's Critical Areas Maps and available information, the site does not appear to be located within critical areas. However, wetlands are known to exist within the area. Wetlands -If wetlands are found to be within 100 feet of the site and their buffers/wetland would be affected by the proposal, the applicant would then be required to provide a wetland delineation report addressing the quality and size of the wetlands and classification of the wetlands. In addition, the report would need to include a discussion regarding impacts to the wetland, if any, from the proposed development. The required buffers will need to be shown. Any proposed modifications to the requirements must be clearly identified and written request with justification provided by the applicant (Le. buffer averaging, etc.) would be required. The wetland report will need to be prepared by a qualified wetlands biologist and submitted with the formal land use application. Based on the current code, for wetlands present, the applicable buffer widths based on the category of the wetland are required (Category 1 -100 ft.; Category 2 -50 ft.; and Category 3 -25 ft.). Please see Renton Municipal Code 4-3-050 for current regulations. The new Critical Areas Ordinance (CAO) which is tentatively proposed to be adopted in April/May 2005 may affect the subject short plat in terms of the wetland buffer widths. Environmental Review: Typically, short plats are exempt from SEPA review. However, the project may require SEPA review if wetlands are found to be within 100 feet of the site and any of the buffers of these wetlands would be affected by the proposal. If determined that SEPA is required, the proposal would be brought to the Environmental Review Committee for review as it is their charge to make threshold determinations for environmental checklists. Typically, mitigation of impacts is accomplished through fees related to issues such as transportation, fire and parks as well as measures to reduce impacts to environmental elements such as soils, streams, water, etc. If no wetlands are found, then SEPA review would not be required. Permit Requirements: Short plats of four or less lots are processed administratively within an estimated time frame of 6 to 8 weeks for preliminary approval. The application fee is $1,000.00 plus first class postage per mailing label is required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal is provided in the provided handouts. If Environmental (SEPA) Review is required, concurrent land use applications are one-half the full fee. If required: Y2 of full fee for SEPA Review (Environmental Checklist) which is dependent on project value: less than $100,000 is $200 (1/2 of $400.00 full fee) and project value over $100,000 is a $500.00 fee (1/2 of $1000.00 full fee). Once preliminary approval is received, the applicant must complete the required improvements and satisfy any conditions of the preliminary approval before the short plat can be recorded. It is the applicant's responsibility to initiate the final short plat process. The newly created lots may be sold only after the final short plat has been recorded. For your use, a copy of the short plat recording process to be completed after preliminary short plat approval is included in the informational packet. With the short plat, first class postage per mailing label is required for notification to surrounding property owners within 300 feet of the site. The applicant will be required to install a public information sign on the property. Detailed information regarding the land use application submittal requirements is provided in the attached handouts. Short Plat Expiration: Upon preliminary short plat approval, the preliminary short plat approval is valid for two years with a possible one year extension provided the request is submitted to the decision maker prior to expiration. I Benner Short Plat -pre-ApPlicaaeeting March 10, 2005 Page 4 of 5 " . Fees: In addition to the applicable building and construction permit fees, the following mitigation fees would be required prior to the recording of the plat. • A Transportation Mitigation Fee based on $75 per each new average daily trip attributable to the project; and, • A Fire Mitigation Fee based on $488 per new single family residence. A handout listing all of the City's Development related fees is included in the packet for your review. Consistency with the Comprehensive Plan: The existing development is located within the Residential Single Family (RSF) Comprehensive Plan Land Use designation. The proposed preliminary short plat generally appears to comply with the following objectives and policies: Land Use Element Objective LU-FF: Encourage re-investment and rehabilitation of existing housing, and development of new residential plats resulting in quality neighborhoods that: 1. Are planned at urban densities and implement Growth Management targets, 2. Promote expansion and use of public transportation; and 3. Make more efficient use of urban services and infrastructure. Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units per acre in Residential Single Family neighborhoods. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The minimum lot size is not intended to set the standard for d~nsity in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements, except alley easements. Policy LU-150. Required setbacks should exclude public or private legal access areas, established through or to a lot, and parking areas. Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. Policy LU-153. Interpret development standards to support plats designed to incorporate vehicular and pedestrian connections between plats and neighborhoods. Sma" projects composed of single parcels and/or multiple parcels of insufficient size to provide such connections, should include future street stubs. Future street connections should be clearly identified to notify residents of future roadway connections. Policy LU-154. Interpret development standards to support new plats and infi" project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. Community Design Element Objective CD-D: New neighborhood development patterns should be consistent with Renton's established neighborhoods and have an ,interconnected road network. The following policies are advisory to the applicant and are intended to inform them of the City Council's desired outcome for intill development. Code implementing these pOlicies is on the department's 2005 work program and may be adopted prior to formal review of projects now at the pre-application stage. . . I}enner Short Plat -Pre-Application Mt6J March 10, 2005 .. Page 5 of 5 Policy CD-13. Infill development should be reflective of the existing character of established neighborhoods even when designed using different architectural styles, and lor 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 of entries and walkways, to reflect the site planning and scale of existing areas. Policy CD-14. Architecture of new structures in established areas should be visually compatible with other structures on the site and with adjacent development. Visual compatibility should be evaluated using the following criteria: a. Where there are differences in height (e.g., new two-story development adjacent to single- story structures), the architecture of the new structure should include details and elements of design such as window treatment, roof type, entries, or porches that reduce the visual mass of the structure. b. Garages, whether attached or detached, should be constructed using the same pattern of development established in the vicinity. Structures should have entries, windows, and doors located to maintain privacy in neighboring yards and buildings. Policy CD 15. Land should be subdivided into blocks sized so that walking distance are minimized and convenient routes between destination pOints are pOints are available. Policy CD-16. During land division, all lots should front on streets or parks. Discourage single-tier lots with rear yards backing onto a street. New Development Policy CD-17. Development should be designed (e.g. building orientation, setbacks, landscape areas and open space, parking, and outdoor activity areas) to result in a high quality development as a primary goal, rather than to maximize density as a first consideration. Policy CD-18. Projects should only be approved at the upper end of density ranges when the following criteria are fully addressed in project level submission. a. Trees are retained, relocated, or planted to create sufficient vegetative cover to provide a landscape amenity, shade, and high quality-walking environment in an urban context. b. Lot size/configuration and lot coverage is sufficient to provide private recreation/outdoor space for each resulting lot. c. Structures can be sited so that entry, window, and door locations create and maintain privacy on adjoining yards and buildings. Architectural and landscape deSign should: • Prevent window and door openings looking directly into another structure, • Prevent over-reliance on fencing, or • Prevent projections of building elements into required setbacks in a pattern that reduces provision of light, visual separation, and/or require variances of modification of standards. Additional Comments: • In advance of submitting the full land use application package, applicants are strongly encouraged to bring in one copy of each application material for a pre-screening to the customer service counter to help ensure that the application is complete prior to making all copies. cc: Jennifer Henning . . ." ' . SE 1 SE 113th R=8 ........... , SE 117th 121st St. ,. I RM-F e ZONING + !R. + .. PIBIPWTI!CRNlCAL SBIlVlCBS Ii UI28IOf' , ----Renton C1V ~ 10 T23N R5E E 1/2 E6 NNBf2-~ '····0 E NS ITY-~'''''''~~'''' WORKSHEET City of Renton Development Services Division 1055 South Grady Way-Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 SfP 19 2005 1. Gross area of property: 1. Z,l} -r~ square feet 2. Deductions: Certain areas are excluded from density calculations. These include: Public streets·· Private access easements·· Critical Areas· Total excluded area: I?J ~q square feet _~"'--_ square feet o squa~e feet 2. %?1j square feet -3. Subtract line 2 from line 1 for net area: --~.3;:~:-.;L~, :'Msquare feet ~. ""_"_ .-.""", c ... ; .c,c .. c,,5.,-',Nuffioercofdwelling units.or-~ots.planned>c ... .'. ....._".:-5.;-:.....--.: .• c..,=:Dc~.-''''.;"''.~< unitsllots " .. ~ . .C." -' ... -.. , _. -~. . ._ .. "' 6. Divide line 5 by line 4 for net density: 6. "'1 r Oft] = 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. Q:\WEB\PW\DEVSERV\Fonns\Planning\density.doc Last updated: 11108/2004 1 --.. =----.... _ .. , .~ Benner Short Plat Tax number l02305-9306 3-Lot Preliminary Short Plat Submittal PROJECT NARRATIVE DEVELOPMENT PLANNING CITY OF RENTON SEP 192005 RECEIVED The proposal is to subdivide the existing parcel located at 5218 NE Stl1 Place into three new single-family lots. The existing residence and buildings on the property will be demolished and removed. The proposed 3-lot development will take access from NE 5th Place to the South and Jericho Avenue NE to the East. The developer of the Blessing Short Plat to the North will install the frontage improvements aiong NE 5th Place and Jericho Avenue NE. A joint agreement between these two developments is in process. Permits required: Land Use Action permit, Demo permit, and Building permits Zoning designation: The property is zoned Single Family Residential R-8. The surrounding area is zoned single-family residential. CUlTent Use: Single family with a detached garage Special features: None Soil Type/Drainage: The site is underlined with dense Alderwood series soils. The property currently drains to the South into NE 5th Place and to the Northeast onto the proposed Blessing Short Plat project. The proposal is to connect the new houses into the storm system within the fronting streets. Proposed use: 3 single family residences Access: Access to the project would be from an extension ofJericho Avenue NE and NE Stl1 Place. Proposed Off site improvements: No improvements are proposed Total estimated cost / Fair market value: Estimated cost $150,000; Market value (completed homes) $1,200,000 Estimated quantities: Approximately 100 cubic yards of material will be moved on site to provide for the foundation of the houses. This material is planned to remain on site for backfill and landscaping. Trees removed: The existing trees on the property will need to be removed to allow for the improvements of the abutting streets. The tree clearing will be focused on the area of the property where construction of the roads and homes will be built. Dedication to the City: The proposed widening on NE Stl1 Place and the extension of Jericho Avenue NE will be dedicated to the City of Renton. Proposed size, number and range: The lots range from 4,811 to 5,895 square feet. There are 3 lots proposed. lob shacks, sales trailers, and model home: None proposed Benner Shott Plat Tax number 102305-9306 3-Lot Preliminaty Short Plat Submittal CONTRUCTION MITIGATION DeVf:..~OP.VE"rr r:'JI ""V OF HEjii~~N/NG SEP 19 2005 RECEIVED Proposed Construction Dates (begin and end dates): The proposed frontage improvements for this three-lot short plat will be constructed as part of the Blessing Short Plat improvements. The two developers are in negotiations to construct all improvements with one contractor under the Blessing Short Plat improvement plans. Hours and days of operation: 8:00 am to 3:30 pm, Monday through Friday Proposed Hauling/ Transportation routes: Materials and labor for the proposed houses would be from NE 5th Place and Jericho Avenue NE along the South side of the project. There are no anticipated hauling of off site materials to construct this project. If minor amounts of fill are needed for driveways and landscaping, material will come from near-by suppliers. Any excess material generated from foundation excavation will remain on site. Measures to minimize construction activities: Silt fences and water trucks will be used to minimize dust during construction activities. Special hours: No additional hours are needed to construct this project. Preliminary Traffic Control Plan: No work within the public right-of-way is proposed as part of the project. t,· ~ CORE ~DES/GN Core Design, Inc. 14711 N.E. 29th Place Suite #101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 FINAL STORM DRAINAGE REPORT Prepared by: Reviewed by: Date: Revised: Core No.: FOR HONEY BROOKE -PHASE III RENTON, WASHINGTON Stacia K. Schroeder, P.E. David E. Cayton, P.E. May 2003 August 2003 02009 ENGINEERING· PLANNING· SURVEYING HONEY BROOKE -PHASE III TABLE OF CONTENTS I. Project Overview II. Existing Conditions Summary III. Off-site Analysis A. Upstream Tributary Area B. Downstream Analysis IV. Developed Conditions Summary A. Hydraulic Analysis B. Detention Routing Calculation C. Water Quality Volume Calculation V. Conveyance Calculations VI. Temporary Sediment Trap Core Design,Inc. Page 2 ( I. PROJECT OVERVIEW The.Honey Brooke -Phase ill project consists of 4 separate parcels located near the intersectionofSE 128th Street and 142nd Avenue SE in Renton, Washington. (See the attached vicinity map.) The 4 parcels cover a total area of 4.46 acres. The existing ground slopes gently from west to east and is covered by a combination of landscaping, grass, pasture and some trees. Each parcel is currently occupied by a single-family residence and associated outbuildings. However, only two existing houses with new lot perimeters, and no outbuildings, will remain as part of the development. In all, the developer proposes to construct 22 single-family lots with associated roadway and utilities. The new ground cover will be mostly impervious surface with some landscaping. A wetland with a 25' buffer will remain undisturbed near the site's southern border. Half street roadway improvements will extend Jericho Avenue NE and Ilwaco Place NE in the north-south direction, and NE 5th Street and NE 5th Place in the east-west direction. Full width roadway improvements will extend liwaco Avenue NE to the north 300+ feet. The developer will install over 1,400LF of roadway, including curb, gutter and sidewalk as needed to connect to existing residential areas. Also, per the City of Renton's request, a 21' section of right-of-way was allotted along the site's northern boundary for the future extension ofNE 6th Street. However, no street improvements are called out in this area. Utilities are called out to service each of the 22 single-family lots. The developer proposes to install 1,450+/-LF of 12" CPEP,5 concrete inlets, 12 Type I catch basins, and 3 Type ll-48" diameter catch basins for storm drainage purposes. The City of Renton requires Level 2 Flow Control and BasicW ater Quality for the site. The on-site generated runoff will be directed through the pipe/catch basin system to a combination detention/water quality vault (40'x175'x9') to be installed in a storm drainage easement along the rear of lots 7 through 16. All drainage discharging from the vault will be routed to an existing wetland east of the site, which is the natural downstream drainage course for this area. No bypass of flow is necessary for this project. See the attached site plan. Core Design, Inc. Page 3 5 4 3 9 R E N T 0 N NE 41H ST. SE 1 GREENWOOD ). CEMETERY 16 15 4(1P~ k4~ C£t>AR eJ- VICINITY MAP 1" = 3000'± f I GU E 1: VICINITY MAP DATE MAY 2003 APPROVED DEC cORE \: . /DESIGN ( ) ~D.!.:R~A:.;..W:..:....N.:..-...;S=K=S _______ --1 2 11 aM PT. 8M PT. 1852 2103 14 14711 NE 291ft Place Suite 10J Bellevue, Washlngfon 98007 425.885.7877 Fax 425.885.7963 PROJECT MANAGER ENGINEERING· PLANNING· SURVEYING FIGURE 21 SITE PLAN DATE MAY 2003 DRAWN SKS APPROVED DEC PRO.JECT MANAGER 21 a i ~::::::==rf----tlii 1 = I I 19 I I I I I \ ' 20 cORE \; /DESIGN ENGINEERING 1 , -I -- 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING· SURVEYING \ \ ;. ( II. EXISTING CONDITIONS SUMMARY The existing site is covered by a combination of impervious surfaces (houses and outbuildings), miscellaneous landscaping, pasture, and few trees. A small wetland grazes the site's southern boundary. The site soils are classified as Alderwood Series (AgB and AgC), hydrologic group C (see the attached soils map). Drainage currently sheet flows to the southeast across the property at a slope of 0-5%. Near the wetland however, a small portion of the site slopes at approximately 15+1-%. Under the existing condition the site has no curb and gutter or sidewalk, and no drainage system. Core Design, Inc. Page 4 = SHEET NO. 11 KING COUNTY AREA, WASHINGTON (RENTON QUADRANGLE) SOILS MAP CORE DESIGN, INC -F~~egl:J.t1.g~~..aIROJECT NO. 02009 ( ) ( ill. OFF-SITE ANALYSIS A. UPSTREAM TRIBUTARy AREA There is no upstream area tributary to the subject site: B. DOWNSTREAM ANALYSIS Drainage from the site naturally sheet flows in the southeasterly direction across the property and onto the adjacent property to the east and the existing pond along the south property line. The existing surface drainage is split between two basins, however, this analysis will utilize one detention system based on the following: 1. Historically, the pond along the south property line, which is located mostly in the Honey Brooke Phase I project, a.k.a. 4.77 Court was connected to the existing wetland east of the site. Fill material has been placed on-site by the original property owner during the past few years, which has cut-off the hydraulic connection. This proposed project would reestablish the original surface water runoff course. 2. The Honey Brooke Phase I project did not include the off site tributary area to the north in the storm drainage vault design. Therefore, routing additional tightline runoff to the existing vault will have adverse effects on the Phase I detention system. 3. The Honey Brooke Phase I project did not construct an emergency outfall structure for the pond. Flooding of this pond will overflow onto rear yards of adjacent lots and eventually overflow onto the roadway surface south on the pond. Based on the above information, this project proposes to match the natural runoff characteristics of the parcel and reduce the potential flooding risk associated with the existing pond. The outfall of the proposed detention/water quality vault will be directed to a point near the existing offsite wetland located approximately 125 feet north of the southeast property Core Design, Inc. PageS ( ) comer. Stonnwater flows through the wetland for approximately 350 feet in an easterly direction where it enters a 5-10 feet wide manmade ditch that drains south for approximately 600 feet and enters an 18" intake. This intake drains to a catch basin/pipe system that flows east along the north side ofNE 4th street for approximately 100 feet where it enters a Type II catch basin. From this catch basin, stonnwater flows south underneath NE 4th Street via a 36" stonn pipe for approximately 85 feet and into another Type II catch basin in private property. The outfall of this catch basin drains south through a 48" diameter concrete pipe for approximately 80 feet where it daylights into an existing 2 -3 feet wide ditch. This ditch eventually meanders in a southerly direction for approximately 200 feet where it enters the Sienna Plat, which is currently under construction. The remaining downstream has been described by Triad Associates in their T.I.R. for the Sienna Plat and verified by this office. A copy of their downstream analysis and map follows. Core Design, Inc. Page 6 ... ::»a_. rx::MNS'l'RE'.M1 DRAlNAGE MAP HONEY BRCOKE -PHASE III o)RE P:JUJECr NO. 02009 , e Sienna Level 1 Downstream Analysis e With the exception of the existing houses and associated driveways,the site is covered predominately with second growth forest of alder, fir, cedar, maple, scrub trees and bramb under story. The site contains mild slopes ranging from 1 % to 3% sloping from the n . ~ --, the south. A drainage swale meanders through the middle of the site, flowing no A 0.19 -acre wetland lies at the northeast comer of the site. sensitive area tract. 2 UPSTREAM DRAINAGE ANALYSIS drainage conditi~ns. available records. 2.1 Upstream Basin There are approximately 160 acres upstream area tributary to the site as delineated on the Upstream Tributary Map. area consists mainly of existing nursery, single-family cellaneous wetlands. Storm water tends to sheet flow over the yard and roadway ar~ < where it is picked up by ditches and pipes. A 42-inch storm line under SE 12Sth St. where it discharges into a ditch behind a residence Sth St. The ditch ranges from 2 to 3 feet deep and then travels under a driveway··· a an IS-inch culvert. The storm water enters the north property line of the site (titch and meanders through an existing swalein a southerly direction. 3 DOWNSTREAM DRAINAGE ANALYSIS Refer to the Downstream Drainage Map to aid in the following summary of the downstream drainage system. 3.1 Site Runoff In the existing condition, the storm water sheet flows to the onsite swale. The storm water l then flows in a southerly direction where it leaves the site approximately 400 feet east of the ,-"') February 13, 2002 Job #01-108 Page 2 e ' e Sienna Level 1 Downstream Analysis intersection of SE 132nd St. and 144th Ave SE. At this point the stonn water flows for a few feet in a ditch and then under SE 132nd St. in an 18-:-inch concrete culvert. 3.2 Downstream Runoff The site runoff flows through the 18-inch culvert to a catch basin located on the south side of SE 132nd St. The stonn water is then piped south approximately 350 feet where it outfalls into a gravel/hard packedditchlswale. The water continues to flow in a southerly direction ", for approximately I 00 feet where it splits west and east. The easterly channel conveys flow I , from a 12-inch culvert where it picks up stonn water on the east side of the unopened right- of-way of 164th Ave. SE. The westerly channel flows through a heavily vegetated area into a property at 13224 144th Ave SE. The water is transported through a manmade rocked channel, under a footbridge and then into a 24-inch concrete culvert where it crosses under , 144th Ave SE. The water discharges on the west side of 144th Ave SE into a seasonal stream called Maplewood Creek. The creek bed was dry at the time of the site visit. It is well vegetated with grass and meanders through a pasture. The stream flows in a' west- ( 1 southwesterly direction to 142nd Ave SE where it then flows south. There were no apparent l signs of flooding outside of the ditchlswale streambed. 3.3 Downstream Drainage Problems According to complaints compiled by the King County Water and Land Resources Division, , flooding has occurred between the project site and the one-quarter mile point. Specifically, complaints #86-0739 and #90-0556 reported of flooding of private property at 13323 146th Ave SE. (See the Drainage Complaints exhibit located in the appendix). The first enclosed complaint was received on July 23, 1986. The complaint was of water flowing from Maplewood Heights Elementary School onto the property. The investigation narrated that the school property is 3-6 feet lower than the complainants' property. Therefore the complaint was closed. The second complaint was received on February 6, 1990. It appears that a neighbor filled a low area in their yard that forced drainage to pond in an adjacent yard. The action taJeen by King County Department of Public Works was not ( \ '.,,) included in the report. At the time of the site visit perfonned on July 2,2001, the drainage February 13. 2002 Job #01-108 I' ' ,~ Page 3 ( J e e Sienna Level 1 Downstream Analysis swale at this location was ill defined for approximately 100 feet. At this point, the drainage converges with the outflow of the 18-inch pipe from the north. The channel is well defined at the convergence point. The ditches along NE 2nd 8t and 146th appear to have not been maintained in several years. There are numerous alder saplings along with heavy growth of vegetation. The resident at the comer ofNE 2nd 8t. and 146th Ave 8E stated that he has not seen a maintenance crew in over 5 years. He also stated that the ditches have not overflowed but have, come close to the top. No flow was observed on the day of the site visit. February 13, 2002 -Job #01-108 Page 4 IV. DEVELOPED CONDITIONS SUMMARY A. HYDRAULIC ANALYSIS The hydraulic analysis was conducted using the King County Runoff Time Series software (KCRTS) methodology. The site soils, identified as Alderwood Series (AgB and AgC), correlate to the KCRTS group Till. The SeaTac rainfall region was used, with a regional scale factor of 1.0. Using the predeveloped impervious and pervious areas shown in the table below, a predeveloped time series was generated. (The impervious area was measured directly from the existing site plan using a planimeter.) Upon completion ofthe final improvements, the developed timeseries was manufactured in much the same way. The developed site's impervious area was arrived at using the 1998 King County Surface Water Drainage Manual (KCSWDM), Section 3.2.2. Using this criteria and applying it to King County Code (K.c.c. 21A.12.03) for R-5 zoning, the maximum impervious coverage is interpolated to be about 62.5% for the lots. Pre-Developed Area Developed Area (Acres) (Acres) Till Pasture 3.99 - Till Grass -1.15 Impervious 0.39 3.23 Undisturbed Wetland 0.08 0.08 (Including Buffer) Total 4.46 4.46 Core Design, Inc. Page 6 ',1 '. ( ! r ( I' '. ,,-..... -.. -3.2.2 KCRTSIRUNOFF FILES METHOD-GENERATING TIME SERIES Notes: 1. Where outwash soils are saturated or underlain at shallow depth «5 feet) by glacial till, they should be treated as till soils. 2. These are bedrock soils, but calibration of HSPF by King County DNR shows bedrock soils to have simUar hydrologic response to till soils. 3. These are alluvial soils, some of which are underlain by glacial till or have a seasonally high water table. In the absence of detailed study, these soils should be treated as till soils. 4. Buckley soils are formed on the low-permeability Osceola mudflow. Hydrologic response is ' assumed to be similar to that of till soils. 1998 Surface Water Design Mimual 3-25 911198 • SECl10N 3.2 RUNOfF COMPUfA.a AND ANALYSIS MEIHODS I FIGURE 3.2.2.A RAINFALL REGIONS AND REGIONAL SCALE FACTORS ST 1.1 ST1.0 .~--.--Rainfall Regions and Regional Scale Factors i' • d Incorporated Area -o::::D River/lake .J -Major Road . 9/1198 LA 1.0 LA 1.2 COUN'I'Y 1998 Swface Water Design Manual 3-22 Ii ( f --",/ 21A.12.030 ZONING 21A.12.030 A. Densities and dimensions -residential zones. RESIDENTIAL Z RURAL URBAN URBAN 0 ~~ N RE-RESIDENTIAL E SERVE f s :;:'-10 STANDARDS RA-2.5 RA-5 RA.10 RA.20 UR R-1 R-4 R.e R.e R-12 R-18 R-24 (17) Base Density: 0.2 0.2 0.1 O.os 0.2 1 4 6 8 12 18 24 o-mng dulac: dulac dulac dulac: dulac: dulac dulac dulac: dulac . dulac dulac dulac: Unit/Acre (21) (6) '. (15) MaxImum Density: OA OA 6 9 12 18 27 36 o-Uln9 Unit/Acre dulac dulac dulac dulac dulac dulac dulac dulac (1) (20) (20) (22) Minimum Density: 85% 85% 85% BO% 75% 70% (2) (12) (12) (12) (18) (18) (18) (18) (18) (18) (23) Mlnlmwn Lot Area 1.875 3,75ac 1.5ac 15ac (13) ac IIIn1mwn Lot 135ft 135ft 135ft 135ft 35ft 35ft 30ft 30ft 30ft 30ft 30ft 30ft Width (7) (1) (3) Minimum Street 30ft 30ft 30ft 30ft 30ft 20ft 10ft 10ft 10ft 10 ft 10ft 10ft Se1back (9) (9) (9) (9) (7) (7) (8) (8) (8) (8) (8) (8) (3) lIinimwn Interior 5ft 10ft 10ft 10ft 5ft 5ft 5ft 5ft 5ft 5ft 5ft 5ft Se1back (9) (9) (9) (9) (7) (7) (10) (10) (10) (3)(16) Base Height 40ft 40ft 40ft 40ft 35ft 35ft 35ft 35ft 35ft 60ft 60ft 60ft (4) 45ft 45ft BOft BOft (14) (14) (14) (14) MaxImum \ 25% 20% 15% 12.5% 30% 30% 55% (~ .. 15% 85% 85% 85% Impervious i-:' (11) (11) (11) (11) (11) (11) " .i·- Surface: (19) (19) (19) (19) ,,1.. Percenage (5) IV . . B. Development conditions . 1. This maximum density may be achieved only through the application of residential density incentives in accordance with K.C.C. chapter 21A.34 or transfers of density credits in accordance with K.C.C. chapter 21 A. 36 or 21A.S5, or any combination of density incentive or density transfer. Maximum density may only be exceeded in accordance with K.C.C. 21A.34.040F.1.g. 2~ Also see K.C.C. 21A.12.060. 3. These standards may be modified under the provisions for zero-lot-line and townhouse developments. (King County 3:..2001 ) 21A-t05 R-48 48· dulac 72 dulac 85% (18) 30ft 10ft (8) 5ft (10) 60ft SOft (14) 90% ... , Flow Frequency Analysis 1 Time Series File:predev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak - -Peaks Rank Return Prob (CFS) (CFS) Period 0.361 3 2/09/01 15:00 0.702 1 100.00 0.990 0.204 7 1/05/02 16:00 0.378 2 25.00 0.960 0.378 2 2/27/03 7:00 0.361 3 10.00 0.900 0.133 8 8/26/04 2:00 0.360 4 5.00 0.800 0.216 6 1/05/05 8:00 0.341 5 3.00 0.667 0.360 4 1/18/06 16:00 0.216 6 2.00 0.500 0.341 5 11/24/06 3:00 0.204 7 1.30 0.231 0.702 1 1/09/08 6:00 0.133 8 1.10 0.091 Computed Peaks 0.594 50.00 0.980 ( j Flow Frequency Analysis Time Series File:dev.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--------Flow Frequency Analysis------- Flow Rate Rank Time of Peak --Peaks Rank Return Prob (CFS) (CFS) Period 0.897 6 2/09/01 2:00 1. 77 1 100.00 0.990 0.744 8 1/05/02 16:00 1.20 2 25.00 0.960 1. 07 3 2/27/03 7:00 1. 07 3 10.00 0.900 0.826 7 8/26/04 2:00 0.989 4 5.00 0.800 0.989 4 10/28/04 16:00 0.943 5 3.00 0.667 0.943 5 1/18/06 16:00 0.897 6 2.00 0.500 1. 20 2 10/26/06 0:00 0.826 7 1. 30 0.231 1. 77 1 1/09/08 6:00 0.744 8 1.10 0.091 Computed Peaks 1. 58 50.00 0.980 , -' B. DETENTION ROUTING CALCULATION The detention routing calculation, a continuation of the hydraulic analysis, uses KCRTS to match the pre-developed outflow to the developed outflow by providing a site-specific amount of detention. The following printout shows a vault 40' wide by 168' long and 5' deep (33,600cf) in conjunction with the documented control structure will provide enough live storage (detention) to satisfy this requirement. Core Design, Inc. Page 7 Retention/Detention Facility Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Detention Vault 168.00 ft 40.00 ft 6720. sq. 5.00 ft 0.00 ft 33600. cu. 5.00 ft ft ft 12.00 inches 3 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.67 0.169 2 2.40 1.55 0.105 4.0 3 3.25 1. 55 0.086 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac-ft) (cfs) (cfs) 0.00 ·0.00 o. 0.000 0.000 0.00 0.02 0.02 134. 0.003 0.010 0.00 0.03 0.03 202. 0.005 0.014 0.00 0.05 0.05 336. 0.008 0.017 0.00 0.07 0.07 470. 0.011 0.020 0.00 0.09 0.09 60S. 0.014 0.022 0.00 0.10 0.10 672. 0.015 0.024 0.00 0.12 0.12 806. 0.019 0.026 0.00 0.14 0.14 941. 0.022 0.028 0.00 0.24 0.24 1613 . 0.037 0.037 0.00 0.34 0.34 2285. 0.052 0.044 0.00 0.44 0.44 2957. 0.068 0.050 0.00 0.54 0.54 3629. 0.083 0.056 0.00 0.64 0.64 4301. 0.099 0.060 0.00 0.74 0.74 4973. 0.114 0.065 0.00 0.84 0.84 5645. 0.130 0.069 0.00 0.94 0.94 6317. 0.145 0.073 0.00 1. 04 1.04 6989. 0.160 0.077 0.00 1.14 1.14 7661. 0.176 0.081 0.00 1.24 1. 24 8333. 0.191 0.084 0.00 1. 34 1. 34 9005. 0.207 0.088 0.00 1. 44 1.44 9677. 0.222 0.091 0.00 1. 54 1. 54 10349. 0.238 0.094 0.00 1. 64 1. 64 11021. 0.253 0.097 0.00 1. 74 1. 74 11693. 0.268 0.100 0.00 1. 84 1. 84 12365. 0.284 0.103 0.00 1. 94 1. 94 13037. 0.299 0.105 0.00 2.04 2.04 13709. 0.315 0.108 0.00 2.14 2.14 14381. 0.330 0.111 0.00 2.24 2.24 15053. 0.346 0.113 0.00 2.34 2.34 15725. 0,361 0.116 0.00 (.J 2.40 2.42 2.43 2.45 2.46 2.48 2.50 2.51 2.53 2.63 2.73 2.83 2.93 3.03 3.13 3.23 3.25 3.27 3.28 3.30 3.31 3.33 '3.35 3.36 3.38 3.48 3.58 3.68 3.78 3.88 3.98 4.08 4.18 4.28 4.38 4.48 4.58 4.68 4.78 4.88 4.98 5.00 5.10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 6.10 6.20 6.30 6.40 6.50 2.40 2.42 2.43 2.45 2.46 2.48 2.50 2.51 2.53 2.63 2.73 2.83 2.93 3.03 3.13 3.23 3.25 3.27 3.28 3.30 3.31 3.33 3.35 3.36 3.38 3.48 3.58 3.68 3.78 3.88 3.98 4.08 4.18 4.28 4.38 4.48 4.58 4.68 4.78 4.88 4.98 5.00 5.10 5.20 5.30 5.40 5.50 5.60 5.70 5.80 5.90 6.00 6.10 6.20 6.30 6.40 6.50 16128. 16262. 16330. 16464. 16531. 16666. 16800. 16867. 17002. 17674. 18346. 19018. 19690. 20362. 21034. 21706. 21840. 21974. 22042. 22176. 22243. 22378. 22512. 22579. 22714 . 23386. 24058. 24730. 25402. 26074. 26746. 27418. 28090. 28762. 29434. 30106. 30778. 31450. 32122. 32794. 33466. 33600. 34272. 34944. 35616. 36288. 36960. 37632. 38304. 38976. 39648. 40320. 40992. 41664. 42336. 43008. 43680. 0.370 0.117 0.373 0.118 0.375 0.120 0.378 0.123 0.380 0.127 0.383 0.131 0.386 0.137 0.387 0.142 0.390 0.144 0.406 0.154 0.421 0.162 0.437 0.170 0.452 0.177 0.467 0.183 0.483 0.189 0.498 0.195 0.501 0.196 0.504 0.198 0.506 0.200 0.509 0.204 0.511 0.208 0.514 0.213 0.517 0.219 0.518 0.225 0.521 0.227 0.537 0.240 0.552 0.251 0.568 0.261 0.583 0.271 0.599 0.280 0.614 0.288 0.629 0.297 0.645 0.304 0.660 0.312 0.676 0.319 0.691 0.326 0.707 0.333 0.722 0.340 -0.737 0.346 0.753 0.353 0.768 0.359 0.771 0.360 0.787 0.675 0.8021.240 0.818 1.980 0.833 2.780 0.848 3.060 0.864 3.330 0.879 3.570 0.895 3.790 0.910 4.000 0.926 4.200 0.941 4.390 0.956 4.570 0.972 4.740 0.987 4.910 L 003 5.070 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.60 6.60 44352. 1.018 5.230 0.00 6.70 6.70 45024. 1. 034 5.380 0.00 6.80 6.80 45696 . 1. 049 5.530 0.00 6.90 6.90 46368. 1.064 5.670 0.00 7.00 7.00 47040. 1.080 5.810 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu-Ft) (Ac-Ft) 1 1. 77 0.70 1.49 5.23 5.23 35169. 0.807 2 1. 20 ******* 0.20 3.30 3.30 22163. 0.509 3 1. 07 ******* 0.29 3.97 3.97 26655. 0.612 4 0.99 ******* 0.11 2.09 2.09 14017. 0.322 5 0.94 ******* 0.33 4.49 4.49 30185. 0.693 6 0.90 ******* 0.55 5.06 5.06 34004. 0.781 7 0.83 ******* 0.11 1. 99 1. 99 13362. 0.307 8 0.74 ******* 0.12 2.36 2.36 15826. 0.363 ---------------------------------- Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow/Outflow Analysis Peak Inflow Discharge: 1. 78 CFS at 6:00 on Jan 9 in Year 8 Peak Outflow Discharge: 1.49 CFS at 9:00 on Jan 9 in Year 8 Peak Reservoir Stage: 5.23 Ft Peak Reservoir Elev: 5.23 Ft / Peak Reservoir Storage: 35169. Cu-Ft \ 0.807 Ac-Ft Flow Duration from Time Series File:rdout.tsf Cutoff Count Frequency CDF Exceedence_probability CFS % % % 0.008 43107 70.298 70.298 29.702 0.297E+00 0.023 4885 7.966 78.265 21.735 0.217E+00 0.039 4583 7.474 85.739 14.261 0.143E+00 0.054 3481 5.677 91.416 8.584 0.858E-01 0.070 2265 3.694 95.109 4.891 0.489E-01 0.085 1381 2.252 97.361 2.639 0.264E-01 0.100 780 1. 272 98.633 1. 367 0.137E-01 0.116 466 0.760 99.393 0.607 0.607E-02 0.131 53 0.086 99.480 0.520 0.520E-02 0.147 25 0.041 99.521 0.479 0.479E-02 0.162 44 0.072 99.592 0.408 0.408E-02 0.178 43 0.070 99.662 0.338 0.338E-02 0.193 82 0.134 99.796 0.204 0.204E-02 0.209 21 0.034 99.830 0.170 0.170E-02 0.224 6 0.010 99.840 0.160 0.160E-02 0.239 17 0.028 99.868 0.132 0.132E-02 0.255 11 0.018 99.886 0.114 0.114E-02 0.270 10 0.016 99.902 0.098 0.978E-03 0.286 14 0.023 99.925 0.075 0.750E-03 0.301 9 0.015 99.940 0.060 0.603E-03 ( 0.317 10 0.016 99.956 0.044 0.440E-03 '-.-0.332 9 0.015 99.971 0.029 0.294E-03 0.347 9 0.015 99.985 0.015 0.147E-03 0.363 4 0.007 99.992 0.008 0.815E-04 0.378 0 0.000 99.992 0.008 0.815E-04 0.394 0 0.000 99.992 0.008 0.815E-04 0.409 0 0.000 99.992 0.008 0.815E-04 0.425· 1 0.002 99.993 0.007 0.652E-04 0.440 0 0.000 99.993 0.007 0.652E-04 0.456 0 0.000 99.993 0.007 0.652E-04 o .47l 0 0.000 99.993 0.007 0.652E-04 0.486 2 0.003 99.997 0.003 0.326E-04 0.502 0 0.000 99.997 0.003 0.326E-04 0.517 1 0.002 99.998 0.002 0.163E-04 0.533 0 0.000 99.998 0.002 0.163E-04 0.548 0 0.000 99.998 0.002 0.163E-04 ( t ) (t , ) EXCEEDENCE PROBABILITY CURVE CORE JOB NO. 02009 ( J Duration Comparison Anaylsis Base File: predev.tsf New File: rdout.tsf Cutoff Units: Discharge in CFS -----Fraction of Time--------------Check of Cutoff Base New %Change Probability 0.109 0.91E-02 0.87E-02 -4.0 0.91E-02 0.146 0.51E-02 0.49E-02 -4.8 0.51E-02 0.182 0.30E-02 0.30E-02 -2.2 0.30E-02 0.219 0.18E-02 0.16E-02 -10.0 0.18E-02 0.256 0.12E:-02 0.11E-02 -4.1 0.12E-02 0.292 0.77E-03 0.70E-03 -8.5 0.77E-03 0.329 0.47E-03 0.31E-03 -34.5 0.47E-03 0.366 0.29E-03 0.82E-04 -72 .2 0.29E-03 0.402 0.21E-03 0.82E-04 -61. 5 0.21E-03 0.439 0.11E-03 0.65E-04 -42.9 o .llE-03 0.476 0.65E-04 0.65E-04 0.0 0.65E-04 0.513 0.33E-04 0.16E-04 -50.0 0.33E-04 0.549 0.16E-04 0.16E-04 0.0 0.16E-04 Maximum positive excursion = 0.025 cfs 5.2%) occuring at 0.486 cfs on the Base Data:predev.tsf and at 0.511 cfs on the New Data:rdout.tsf Maximum negative excursion = 0.097 cfs (-21.5%) occuring at 0.454 cfs on the Base Data:predev.tsf and at 0.357 cfs on the New Data:rdout.tsf Base 0.109 0.146 0.182 0.219 0.256 0.292 0.329 0.366 0.402 0.439 0.476 0.513 0.549 Tolerance------- New %Change 0.108 -0.7 0.136 -6.3 0.182 -0.4 0.199 -9.2 0.253 -0.9 0.285 -2.5 0.315 -4.2 0.332 -9.2 0.341 -15.2 0.353 -19.6 0.482 1.2 o .511 -0.2 0.549 0.0 , 1 ( J C. WATER QUALITY VOLUME CALCULATION The water quality volume for Honey Brooke -Phase III was calculated using the King County Surface Water Design Manual (KCSWDM), 1998 Edition, pages 6-68 to 6-71. Vb = f*(0.9Ai + 0.25Atg + 0.10Atf+ 0.10Ao)*(R/12) Where, Thus, . Vb = wetpool volume (d) f = volume factor Ai = area of impervious surface (sf) Atg = area of till soil covered with grass (sf) Atf = area of till soil covered with forest (sf) Ao = area of outwash soil covered with grass or forest R = rainfall from mean annual storm (inches) (refer to the attached precipitation graph) Vb = 3[(0.9(140,699) + 0.25(50,094))(0.47/12)] Vb = 16,350cf Taking into account the detention/water quality vault footprint as derived in the previous section of this report, the depth of storage needed to satisfy the requirements is shown below: Depth of Dead Storage = 1,6,350/(175*40) = 2.44ft Core Design, Inc. Page 8 ~' , , J • 6.4.1 WE1POND~ -BASI& LARGE -METHODS OF ANALYSIS FIGURE 6.4.1.A PRECIPITATION FOR MEAN ANNUAL STORM IN INCHES (FEET) ST 1.1 0.54" (0.045' ) j,' , Incorporated Area ....c::::::> River/Lake --Major Road 0.47" (0.039') 0.47" (0.039') NOTE: Areas east of the eastemmost isopluvial should use 0.65 inches unless rainfall data is available for the location of interest 20 The mean annual stonn is a canceptUal stenn found by dividing the annual prec:ipitalion by Ihe total number -Of Stoimevents per year ST 0.9 LA 1.0 LA 1.2 11: .. Cg"u~,: (0.047') result, generates large amounts of runoff. For this application, till soil types include Buckley and bedrock soils, and alluvial and outwash soils that have a seasonally high water table or are underlain at a shallow depth (less than 5 feet) by glacial till. U.S. Soil Conservation Service (SCS) hydrologic soil groups that are classified as till soils include a few B, most C, and all D soils. See Chapter 3 for classification of specific SCS soil types, 1998 Surface Water Design Manual 9/1/98 6-69 ( J V. CONVEYANCE CALCULATIONS The conveyance calculations Were performed utilizing the methodologies set forth in the KCSWDM, 1998 Edition, Sec. 4. The storm drain system, shown in the attach~d site plan and on sheet C4.01 ofthe plan set, was designed to accommodate the 100-yr storm event; no overtopping of any catch basins will occur using this analysis. See the attached storm conveyance design and backwater calculations spreadsheets for more information. Core Design, Inc. Page 9 3.2.1 RATIONAL METHOD FIGURE 3.2.1.D 100-YEAR 24-HOUR ISOPLUVIALS { WESTERN KING COUNTY ~ ~. ~. N ~. 'V 10o-Year 24-Hour ... ~. ~, I Precipitation '.. in Inches 0 2 4 Miles ! ! I 1998 Surface Water Design Manilal 9/1/98 3-17 ,r-', CORE DESIGN, INC. PROJECT NO. 02009 DATE: 05/12/03 e e PIPE AREA (SQ IT) 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 " ItATOR: SKS ~ FREQUENCY: 100-yr DATE: 05-09-03 RANCE , FLOW VIlEAD VELOCITY '.OSS (FT/SEC) OEET) 2.79 0.06 2.18 i 0.04 2.18 I 0.04 0.30 0.00 1.69 0.02 0.19 0.00 1.34 i 0.01 1.25 ! 0.01 L!4 i 0.01 0.40 t 0.00 0.31 I . 0.00 0.22 r 0.00 0.03 i 0.00 0.52 0.30 0.24 0.62 0.24 2.79 2.79 2.79 ; 0.00 I 0.00 ,. 0.00 0.00 0.00 ! 0.06 0.06 ~ 0.06 r , ~ .' 1 f t , f r , [ 1· E I EXIT OUTLET INLET HEAD CONTROL CONTROL LOSS ELEVATION ELEVATION (FEET) (FEET) (FEET) 0.12 448.00 445.77 0.07 447.22 0.07 448.41 447.84 0.00 449.51 449.51 0.04 448.70 448.47 0.00 451.95 451.95 0.03 449.13 449.09 0.02 449.73 449.69 0.02 449.96 449.93 0.00 452.35 452.35 0.00 452.65 452.65 0.00 453.75 453.75 0.00 454.23 454.23 0.00 450.54 450.53 0.00 451.08 451.08 0.00 451.43 451.43 om 447.98 446.42 0.00 449.99 449.99 0.12 443.56 443.22 0.12 443.98 443.80 0.12 444.20 443.80 APPROACH BEND JUNCTION VELOClTY HEAD (FEET) 0.Q7 0.Q7 0.00 0.04 0.00 0.03 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.12 0.12 0.00 HEAD LOSS (FEET) 0.00 0.00 0.05 0.00 0.06 0.00 0.00 0.D3 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.00 0.16 0.06 HEAD LOSS (FEET) 0.03 0.00 0.D2 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 om 0.00 0.00 0.00 0.00 HEADWATER ELEVATION (FEET) RIM EL 447.96 452.50 448.06 449.25 448.48 451.37 449.47 451.50 448.77 453.99 451.92 453.99 449.11 454.35 449.74 454.35 449.97 455.57 452.36 454.66 452.65 454.66 453.76 456.12 454.23 456.22 450.54 454.43 451.08 454.91 451.43 455.33 448.00 448.42 449.99 452.30 443.43 448.39 444.02 452.20 444.27 448.30 4.54 L19 2.89 2.03 5.22 2.07 5.24 4.61 5.60 2.30 2.01 2.36 1.99 3.89 3.83 3.90 0.42 2.31 4.96 8.18 4.03 CORE DESIGN, INC. PROJECT NO. 02009 DATE: 05/12/03 { \ \ J .' VI. TEMPORARY SEDIMENT POND A sediment pond is required for all development sites in excess of 3 acres. The sediment pon for this site was designed per KCSWDM, 1998 edition, pages D-28 to D-31. The required surface area of the sediment pond at the riser overflow elevation was 1,667sf. The current sediment pond design proposes 2,297sf at this elevation. The 12" riser pipe was sized to pass the IO-year flow (lefs), and the 6' wide emergency spillway with O.2ft of depth, was designed to pass the IOO-yr flow (1.62cfs). Both points of discharge match the final design discharge point. Core Design, Inc. Page 10 ). f () .' SEcnON 5.3 DE1ENTION FACILls -"C C 0 (,) CD I/) ... CD Do a; CD -(,) :c ;:, .2-a 911/98 Riser Overflow The nomograph in Figure 5.3.4.H can be used to detennine the head (in feet) above a riser of given diameter and for a given flow (usually the I ~O-year peak flow for developed conditions). i FIGURE 5.3.4.H RISER INFLOW CURVES 10 1 0.1 1 HEAD IN FEET (measured from crest of riser) Qwel.=9.739 DH3/2 Q 0.111 .... =3.782 D 2H 112 Q jn cts, 0 and H in feet SI.ope change occurs at weir-orifice transifion 10 5-50 1998 Surface Water Design Manual ." To: From: Date: ICE FileNo: No. of copies 1 COMMENTS: ICICLE CREEK ENGINBBRS Geotechnical, Geologic and Environmental Services Transmittal 230 HE 1uniper Street, Suite 101 Issaquah, Washington 98027-2519 Telephone: (425) 427-8187 Fax: (425) 427-6629 Tom Foster Seattle Mortgage, Inc. 6450 Southcenter Boulevard, Suite 106 Seattle, Washington 98188 Brian Beaman, Icicle Creek Enginee~ May 10,2004 0133-008 -Honey Brooke, Phase ill Date Description 5-10-04 Summary Report (detention vault) Please call if you have questions. Thanks! Brian Beaman --------------------------_ ............. . ICICLE CREEK ENGINEERS Geotechnical, Geologic and Environmental Services May 10,2004 C. Thomas Foster Langley Development Group, Inc. clo Seattle Mortgage,--Ioc. 6450 Southcenter Boulevard, Suite 106 Seattle, Washington 98i88 Swrunary Letter Limited Geotechnical Service.s During Construction Honey Brooke Phase III Detention Vault City of Renton Permit No. 8040032 Renton, Washington File No. 0133-008 This letter summarizes the results of Icicle Creek Engineers' (ICE's) limited geotechnical services during construction regarding the geotechnical aspects of the installation of a stormwater detention vauh with the Honey Brooke Phase III project (City of KeatoR Permit No. 8040032) in Renton, Washington. The detenton vault is located along the property lines of Lots 8 through 11 and Lots 13 through 16 generally between Jericho Avenue NE and Ilwaco Avenue NE as shown on the design plan referenced as foUows: • Core Design. Inc., September 11,2003, "Honey Brooke Phase m," 1 sheet. Scott Dohner of ICE conducted three site visits on March 29, April 2 and 6, 2004 to observe the preparation of fOtDldation subgrade for the detenton vault. Daily field reports were prepared for each site visit and included a schematic map showing the approximate location of our observations. Copies of our daily fIeld reports for these two site visits are attached. In our opinion, based 00 our site observations, the geotechnical aspects of the detention vault foundation subgrade preparation in the areas observed were completed for adequate support of foundation loads ofup to 3,000 pounds per square foot. •••••••••••••••••••• We trust this swnmary letter meets your "'L~td~ii information. Document 10: 0133008.sumrnary letter One copy submitted Attacbments cc: Gary Stump (two copies) Please call if you have any questions or need additional R. Beaman, P.E., L.G. Principal Engineer/Geologist 230 NE Juniper Street, Suite 101 • Issaquah, WA 98027-2519 • www.iciciecreekengineers.(om • (425) 427-8187 phone. (4,z5) 427-6629 fax £'repared by: Konrad Moeller Signature~ ~ \<.t"L Weather: Clear,.J!!,:.s ~ Reviewed b(~ Report No: 19 ICICLE CREEK ENGINEERS Daily Field Report Project No: 0133-008 Location: Honey Brooke Phase III -Renton, Washington Owner: Tom Foster Client: Tom Foster Distribution: Wayne Miller, Summit Construction. Inc., Tom Foster; ICE File Date: 03-29-04 Arrival: I 0:00am Departure: 2:00pm Page: J of2 Attachments: Site plan Konrad Moeller (ICE) c:onducted a site visit to the Honey Brooke Phase UI residential project in Renton, Washington. The purpose of this site visit was to observe and perform density tests on the current utility trench backfill operations. The site is located west of Jericho Avenue NE near the intersection ofNE 5111 Place in the Renton Highlands area. The design plans for the project are referenced as follows: • Core Design, Inc., September 11,2003, "Honey Brooke Phase ill," 1 sheet. Upon arrival we met with Summit construction and observed that they were in the process of exc:avating and installing the new proposed sewer line on Jerico Avenue NE. The contractor started the sewer exc:avationf'mstalJation were they had stopped previously on 3fl2l04 adjacent to the east side of storm CB #1 at approximately STA 0+75 (see attached site diagram). Upon arrival we observed the contractor had already exc:avated and. installed approximately 125 feet of sewer line and by the end of our visit summit CODStIUction had completed sewer excavationfmstallation to approximately STA 3-+00. Sewer excavation was approximately 4 to 5 feet wide and ranged from approximately minus 9 feet at the southern end to minus 7 feet at the northern end Summit stockpiled excavated material acljacent to the west side of the exc:avation and used stockpiled material as trench backfill. We observedexc:avated material consisted of a mixture of brown and gray silty fine to medium sand with some gravel (gJacial till). Upon anivaJ, we observe Summit had completed as section of the sewer trench backfill from approx. STA 0+75 to 1+50 to existing grade. During our visit we observed sewer trench backfiU from approximately STA 1 +50 to 2+25. Con1ractOr backfilled and compacted the trench line in lifts and compaaed each lift via hoe-pac. During compaction, the material appeared over optimum due to observed pwnping under hoe-pac pressure. The trench bacIcfiU placed from 0+75 to 1+50 also appeared to be over optimum since pumping action was observed under constxuction traffic. During probing ofbacldill from 0+75 to 2+25 with a ~ diameter steel rod, we observed probe penetration ranging from one to two feet in depth. Icicle Creek Engineers, Inc. perfonned density tests within the compacted till to evaluate current compaction and moisture content. Test results showed the material did not meet 9SO/O of the modified dry density compaction specifications (AS1M:D 1557) with the mo~ content ranging over 5% of optimum within areas. We contacted Summit Construction representative Kurt Fields and informed him of our observations. We traversed along the trench line with Kurt and looked at the cmrent material stockpiled adjacent to the sewer trench from STA 2+25 to 3+00. Kurt understood the current backfill material was over-optimum and was not meeting the project specifications. We informed Kurt that Icicle Creek Engineers, Inc. understandS that this is the only material currently available for trench baddill and that prior to paving, the material needs to meet the project specifications. Kurt informed Icicle Creek Engineers, Inc. the backfill material would sit for a couple of months prior to paving. We recommended the material have time to sit and possibly drain out some of the excess moisture content. We recommended then prior to grading for the proposed paving, the contractor test pit the backfill material and the material re.tested from approximately -4 feet to existing grade. Other options available prior to paving would be to re-excavate sewer line too approximately -4 feet, re-oompactltest and then backfiWcompact the trench line to grade. Soil treatment would also be another option available if needed. Summit stated they would address this issue prior to grading and paving of the Jericho Avenue extension. Because of our observations and the contractor being infonned of the current conditions. test results were not atl:ached. Upon reworking and testing the material at a later date, compaction results will be recorded when the material meets the project and specifications. See attached site diagJ'am for more information. Icicle Creek Engineers, InC., 230 NE Juniper Street, Suite 101, Issaquah, Washington 98027 Telephone (425) 427-8187 Fax (425) 427-6629 It .. ~. £ ...... ai· ~ ... . 'I . I . 1 = 40 ----. . . ~ Signarure~~ Weather: Sun, 6}!'s ___ .--.. Reviewed by:~K Report No: 20 ICICLE CREEK ENGINEERS Daily Field Report Project No: 0133-008 Location: Honey Brooke Phase III -Renton, Washington Owner: Tom Foster Client: Tom Foster Distnbution: Wayne Miller, Summit Construction, Inc., Tom Foster; ICE File Date: 04-O2..()4 Arrival: 12:00pm Departure: 3:30pm Page: lof2 Attachments: Site plan Scott Dobner (ICE) conducted a site visit to the Honey Brooke Phase III residential project in Renton, Washington. The purpose of this site visit was to observe the current utility trench baclcfill operations. The site is located west of Jericho Avenue NE near the intersection ofNE Sib Place in the Renton Highlands area. The design plans for the project are referenced as follows: • Core Design, Inc., September 11.2003, "Honey Brooke Phase llI," 1 sheet. Upon arrival we met with Summit construction and observed that they were in the process of exCavating and installing the new proposed sewec line in NE Sib Place. The contractor started the sewer excavationfmstallation at Manhole (MIl) #5. We observed the contractor had already excavated and installed sewer line to MH #6 and were preparing to install the manhole structure. The trench was excavated into medium dense weathered glacial till Ground water seepage was observed in the lower 1 foot of the excavation. Sewer excavation was approximately 4 to 5 feet wide and ranged from approximately minus 8 feet at the eastern end to minus 7 feet at the western end. Summit stockpiled excavated material adjacent to the north side of the excavation and used stockpiled material as trench backfill We observed excavated material consisted of a mixture of gray silty fine to medium sand with some gravel (glacial till) as well as some brown silty fme to medium sand with organic matter (fill). Summit placed the backfill in lifts and compaded it with a boepack. The flJ"St lift appeared to be compacted to a firm and unyielding condition and in general accordance with the project plans and specifications. The next lift appeared over optimum due to observed pumping under hoepadc pressure and appeared to be high in organic matter. We recommended to Summit that they remove the second lift and replace it with backfill that meets the project specifications .. Mark with Summit infOIDled us that they would excavate some areas in Ilwaco Avenue NE that are higher than finished grade for use as backfill. No additional fill was placed before we left the site. We will test the backfill between MH #5 and MIl #6 when we return for further monitoring. Mark informed us that they had installed side sewers into lots # 12, 13, 14, 1 S, and 16 the previous day but forgot to call ICE for monitoring. We used a Ya diameter steel rod to chedc the finished grade in the areas oftbe side sewers. We were able to probe from 1 to 4 inches into the backfilled areas. Summit informed us that they would excavate some areas at each side sewer at a later date to have compaction tests performed. We also observed Summit excavating for the detention vault when we arrived on site. ICE field report #19 stated that the there were small soft spots in the subgrade for the detention vault on the date of the report. At that time the subgrade was high and Summit had recently excavated those areas. We used a ~ diameter steel rod to check the subgrade for the vault and were able to probe between 0 and I inch. Based on probing, the excavated subgrade is in general accordance with the project plans and specifications in the areas observed. See attached site diagram for more information. Icicle Creek Engineers, Inc .. 230 NE Juniper Street, Suite 101, Issaquah, Washington 98027 Tclephone (42S) 427-8187 Fax(42S)427~29 , ..... --~-'+-{ :) . /,_ 5111 ST. /.tt2L1 LF . 56'1 LF --l· . , 1 r .. ICICLE CREEK ENGINEERS Daily Field Report • nepared by: Scott Dobner Project No: 0133-008 Date: 04-06-04 Signature: ~ Location: Honey Brooke Phase III -Renton, Washington Arrival: 9:00am ..... Weather: Clouds, SO's Owner: Tom Foster Departure: IO:OOam Reviewedb~ _ Client: Tom Foster Page: lof3 Report No: 21 Distribution: Wayne Miller, Summit Construction. Inc., Tom Foster; ICE File Attachments: Site plan, density test sheet 1-. Scott Dobner (ICE) conducted a site visit to the Honey Brooke Phase UI residential project in Renton. Washington. The purpose of this site visit was to observe the current utility trench bac:kfiU operations and to observe the subgrade and cut slopes for the detention vault. The site is located west of Jericho Avenue NE near the intersection ofNE Sib Plac:e in the Renton Highlands area. The design plans for the project are referenced as follows: • Core Design. Inc .• September II. 2003, "Honey Brooke Phase III," 1 sheet. Upon arrival, we met with Ryan of Summit Construction and observed that they bad plac:ecll ~ inch minus crushed rock in the bottom of the excavation for the proposed detention vault. Ryan informed us that the rock was approximately 6 inches in thickness over native soil and that it had been compacted with a smooth drum roller. We dug shallow holes in the base rode to access the subgrade and used a ~ diameter steel rod to evaluate that the subgrade met the project specifications for a bearing capacity of at least 3.000 pound per square fOOL Based on probing, the subgrade for the proposed detention vauh was in general ac:oordanc:e with the project plans and specifications. While probing. we also observed the temporary cut slopes.. Based on our observations, the slopes were cut into very dense silty fine to medium sand with gravel (glacial tlll), cut at approximately I H: I V (horizontal to vertic:al). No tension cracks or other signs of slope instability were observed at the time of our site visit We recommended to Summit that all of the slopes for the detention vault be covered with plastic sheeting in order to minimize any potential erosion during rain events. All temporaJy cut slopes must comply with the provisions of Title 296 Washington Administrative Code (WAC), Part N. "Excavation, Trenching and Shoring" and is the COD1Iactors n:sponslDility for complying with these regulations. Summit was also in the proce$S of excavating and installing the new proposed sewer line in NE stJs Place west ofmaohole (MIl) #6. We observed that the trench between MH-#5 and MH-#6 bad been backfilled while we were not on site. Mark with Summit informed us that native soil from Dwaro Avenue NE bad been excavated and placed as backfin in the sewer tine trench in place of the over optimum and organic: soil that was origina11y excavated from the trench. We used a ~ diameter steel rod and a CPN Nuclear Densometer to chec:k the compaction of the backfill between MH-#S and MH-#6. Based on probing and density testing. the baclcfiD placed in the areas observed /tested are in general accordance with the project plans and specifications. See attached site diagram for more information. Icicle Creek Engineers. Inc., 230 NE Juniper Street, Suite 101, Issaquah, Washington 98027 Telephone (425) 427-8187 Fax (425) 427-6629 --- "" :) I 1._ 5TH ST. 1~~2..L1 LF °S6CfLP 0" 4 "o:"-1:~~h 1 ._~ 1 . J.q::~ :::~ •. := , ....... t ~! e· 10-23-05 o , ~ \7-~ ~,("o 'ir~~ -' RfI ~1.J7 NT "j' " .' =~1, \io! . ,.f2' ,Of6.tH .... ,.. . '. £»S1WG ~ Yoo ICICLE CREEK JilNQINBERS Daily Field Report -Density Test Results PROJECT: Honey Brooke -Phase m FILE NO: 0133-008 Sheet3 of 4 PERCENT COMPACTION BASED ON: 0 Standard Proctor (ASTM D698) ~ Modified Proctor (ASTM D 1551) Test Test Test Elev. Feet to SoD Type Field OMC Dry Denllty Compaction General Location Moisture (od') oercent) Number Date Method (pt) Grade Type Compactor (perceat) (percent +1-) Field Max. Field Speclfiutlon Sewertrenchapp~.20 38 4106104 N feet west of Manhole #5 -0 1 V 8.2 -2.4 124.5 125.6 99 95 (See site dlaaram) Sewertrenchapp~.35 e ·39 4106/04 N feet west of Manhole #5 -0 1 V 7.5 -3.1 121.6 125.6 97 95 (See site dlaaram) e Densltv Test Method Type of Comp!letor SoilTvDe I Proctor (ASTM DISS7) I OMC"(Pcrcent) N -Nuclear (ASTM D2922) R -Rubber-Tired Roller Excavated Glacial TiD 125.6 10.6 se -Sand Cone (ASTM D1556) V -Vibratory Compactor S -Sheepsfoot RoUer GD -Grid RoUer Abbreyfatlon. L -Loaded Scraper 11 -lumping lack OMC -Optimum Moisture Content BV -Baclchoe Vibratory Plate RT -Retest of an area VP -Vibratory Plate pcr -Pounds per cubic foot HT -Hand Tamper ~ ...... ., < Form No. 14 Subdivision Guarantee Issued by Guarantee No.: 4268-612275 First American Title Insurance Company 38665 74th Sf, Tacoma, WA 98409 Title Officer: Shari Workman Phone: (253) 471-1234 FAX: Rrst American TtIIe FonnNo.14 SUbdIvIsIon Guarantee (+10-75) Guarantee No.: 4268-672275 Page No.: 1 First American Rm Ametican 7ft/e InsunInt;e Company 3866 S 74th St Developer Services Fax No. (253) 671-5802 Shari Workman (253) 671-5824 sworkman@firstam.com Tacoma, WA 98409 Phn -(253) 471-1234 Fax- Vicky L Willis (253) 671-5834 vlwillis@firstam.com SUBDMSION GUARANTEE UABIUTY $ 1,000.00 ORDER NO.: FEE $ 350.00 TAX $ 30.80 YOUR REF.: First American Title Insurance Company a Corporation, herein called the Company Subject to the liability Exdusions and limitations set forth below and in Schedule A. GUARANTEES Seattle Mortgage 4268-672275 herein called the Assured, against loss not exceeding the liability amount stated above whidl the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A . . UABIUlY EXClUSIONS AND UMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: August 31, 2005 at 7:30 A.M. Rrst American TItle FonnNo.14 Subdivision Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Langley Development Group, Inc., a Washington corporation Guaiantee No.: 4268-672275 Page No.: 2 B. That according to the Company's title plant rerords relative In the following described real property (including those rerords maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The fotlowing matters are exduded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authormng the issuance thereof. 2. Water rtghts, daims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineraJ estates. DESCRIPTION: Parcel A: The South 120 feet of the North 330 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. Except the West 480 feet thereof. Parrel B: A non-exdusive easement for ingress and egress over the South 30 feet of the North 360 feet of the Northeast quarter of the Southwest quarter of the Southeast quarter of Section 10, Township 23 North, Range 5 East. W.M., in King County, Washington. APN: 1023059306 FonnNo.14 Subdivision Guarantee (4-10-75) RECORD MAnERS: e Guarantee No.: 4268-672275 Page No.: 3 1. General Taxes for the year 2005. The first half becomes delinquent after April 30th. The secnnd half becomes delinquent after October 31st. Tax·Account No.: 1023059306 1st Half Amount Billed: $ 1,611.34 Amount Paid: $ 1,611.34 Amount Due: $ 0.00 Assessed Land Value: $ 130,000.00 Assessed Improvement Value: $ 139,000.00 2nd Half Amount Billed: $ 1,611.34 Amount Paid: $ 0.00 Amount Due: $ 1,611.34 Assessed Land Value: $ 130,000.00 Assessed Improvement Value: $ 139,000.00 2. Facility Charges, if any, induding but not limited to hook-Up, or connection charges and latecomer charges for sewer, water and public facilities of City of Renton as disclosed by . instrument recorded under recording 00.9606210966. 3. Deed of Trust and the terms and conditions thereof. Grantorrrrustor: Grantee!Benefidary: Trustee: Amount: Recorded: Recording Information: langley Development Group, Inc., a Washington corporation Washington First Intematiotlal Bank First American Title Insurance Company, a corporation $365,190.00 June 22, 2005 20050622002575 4. Assignment of leases and/or rents and the terms and mnditions thereof: . Assignor: langley Development Group, Inc. A Limited Liability Company Assignee: Washington Arst International Bank Recorded: June 22,2005 Recording Information: 20050622002576 S. Easement, including tenns and provisions contained therein: Recording Information: 7603170678 In Favor of: Bevertee Jean Moye, formerly Bevertee Jean Blessing For: Ingress and Egress 6. The terms and provisions contained in the document entitled "Road Maintenance Agreement" Recorded: July 1, 1988 Recording No.: 8807010506 7. Matters that may be disclosed upon recordation of the final subdivision. INFORMATIONAL NOTES FoonNo.14 Subdivision Guarantee (+10-75) e Gttarat!ree No.: 4l68-6n275 Page No.: 4 A. Any sketch attached hereto is done so as a courtesy onty and is not part of any title rommitment or policy. It is furnished solely for the purpose of assisting in locating the premises and Rrst Amencan expressly disclaims any liability which may result from reliance made upon It. fonnNo.14 Subdivision Guarantee (4-10-75) Guarantee No.: 4l61H;72175 Page No.: 5 sat£DUlE OF EXCWSJONSRtOM COVERAGE OF THIS GUARANTEE 1. Except to the extent that spedflc assurance are provided In Schedule A of this Guarantee, the Company assumes no liability for 10SI5 or damage by reason of the following: (a) Defects, liens. enQII11brances, adverse claims or other maUers against the title, wheIher or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) ProceedIngs by a public agency which may result In taxes or assessments, or notlces of such proceedings, whether or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining clatms; (2) reservations or exceptions In patents or In Acts authorizing the Issuance thereof; (3) water r1ghts, datms or title to water, whether or not the matters exduded under (1), (2) or (3) are shown by the publIC records. 2. NotwIthstanding any spedflc assurances which are provided In Schedule A of this Guarantee. the Company assumes no liability for loss or damage by reason of the following: (a) Defed:s, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly desatbed In the description set forth In SChedule (A), (q or In Part 2 of thIS Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the r1ght to maintain therein vaults, tunnels, ramps, or any stnJcture or ImprovementS; or any rights or easements therein, unless such property, r1ghts or easements are ewpressIy and specIflcaIly set forth In said description. (b) Defed:s, liens, encumbrances, adverse claims or other matters, whether or not shown by the publIC records; (1) which are created, suffered, assumed or agreed to by one or more of the ASSuredS; (2) which result In no loss to the Assured; or (3) which do not result In the InValidity or poU!Ilttal InValIdIty of any jUdIcIal or IlOO-judIdaI proceedlng which Is within the scope and purpose of the assurances provided. (c) The ldenUty of any party shown or referred to In Schedule A. (d) The validity, legal effi!ct or ~ of any maUer shown or referred to In this GuaranII!e. GUARANTEE CONDmONS AND STJPUlAl10NS 1. DefiRitioIIofTenns. The following terms when used In the Guarantee mean: (a) the "Assured": the party or parties named as the Assured In this Guarantee, or on a supplelilenial wrtUng exeaItfld by the QImpany. (b) "land": the land desatbed or referred to In Schedule (A) (q or In Part 2, and Improvements affixed thereto which by law amstItute real property. The term "land" does not Include any property beyond the lines of the area described or referred to In Schedule (A) (q or In Part 2, nor any r1ght, litle, Interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. {c} "mortgage": mortgage, deed of trust, trust deed, or other security Instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of Imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e}"date": the effective date. 2. Notice of aaim to be Ghen by Ass\IR!d aaimant. An Assured shan notify the COmpany promptly In writing In case knowledge shaD come to an Assured hereunder of any claim of title or Interest which Is adverse to the title to the estate or Interest,. as stated herein, and whICh might cause loss or damage for which the Company may be liable by virtue d this Guarantee. If prompt notice shan not be gM!n to the Company, then aU liability of the Company shan tl!rminate with regard to the matter or matter.; for which prompt notice Is required; provided, however, thai: ~ to not1IY the QImpany shall In no case preJudIce the r1ghts of any Assured under this Guarantee unless the Company shaD be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute.. The Company shall have no duty to defend or prosecute any action or proceeding to whlch the Assured Is a party, notwithstanding the nat1Me of any allegation In such action or proceeding. 4. CompaDy's Option ID Defend CX' Prosecute Actions; Duly of Assured aaimant to 0D0peraIIe. Even though the Company has no duty to defend or prosecute as set forth In Paragraph 3 above: (a) The Company shaD have the r1ght, at Its sole option and cost, to InStitute and prosecute any action or proceeding, Interpose a defense, as Umlted In (b), or to do any other act which In Its opinIOn may be necessary or desirable to establish the title to the estaIe or IntErest as stated herein. or to establish the lien r1ghts. d the Assured, or to prevent or reduce loss or damage to the Assured. The COmpany may take any appropriate action under the tl!rmS of this Guarantee, whether or not It shall be liable I\ereunder", and shall not thereby concede IIatlIIIty or waive any provISIon of this Guarantee. If the Company shall exerdse Its r1ghts under this paragraph, It shall do so dlHgently. (b) If the Company elects to exerdse Its options as stated In Paragraph 4(a) the Company shall have the right to select counsel of Its choice (subject tD the right of such Assured to object for reasonable caUse) to represent the Assured and shall-not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured In the defense of those causes of ac:tlon whICh allege matters not oovered by this Guarantee. (c) WIIenever the Olmpany shall helve tJrougI1t an ac:uan or InterpOSed a ~ as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of oompetent jurlsdidlon and expressly reserves the right, In Its sole c:Ilscretion. to appeal from an adw!Isejudgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to' the COmpany the right to so prosecute or provide for the dE1fense of any action or proceeding, and all appeals therein, and permit the Company to use, at Its optlon, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aldln any action or proceeding, securing evidence. obtaining wttnesses, prosecuting _ or defendlng the action or lawful act which In the opinIOn of the CompaIif, maybe necessary or desirable to establish the title to the estate or Interest as staied'iiereln. or to establish the lien rights of the Assured. If the COmpany Is prejud/t:ed by the faOure of the Assured to furnish the required oooperatlon, the Company's obligations to the Assured under the Guarantee shall termlnatl!. 5. Ploof of Loss CX' Damage. In addition to and after the notices required under SectIon 2 of these Conditions and StIpulatIons helve been provlded to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the fads gMng rise to the loss or damage. The proof of loss or damage shaD de5aibe the mattl!rs covered by this GuarantEe whidl oonstItutl! the basis of loss or damage and shan statl!, to the extent possible, the basis of calaJlatlng the amount of the loss or damage. If the Company Is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representattve of the Company and shaD produce for examlnatlon, Inspectlon and copytng. at such reasonable Umes and platEs as may be designated by any authorized representative of the Company, all records, books, ledgers, checks. correspondence and rnernoranda. whether bear1ng a dati! before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, If requested by any iIuthorIzed iepresentatIve of the Company, the Assured shaD grant lis permIs.1;Ion, In writing, for any authorized representative of the Company to eramine, Inspect and ropy all records, books, ledgers. chedcs, OOIn!spolldellt'e and memoranda In the custody or oontroI of a thlnl party, whICh reasonably pertain to the Loss or Damage. All Information designated as confidential by the Assured provlded to the QImpany, pufSUant to thIS section shall not be CIISidosed to others unless, In the reasonable judgment of the Company, It Is necessary In the admlnlstJatlon d the dalm. Failure of the Assured to submit for examination under oath, produce other reasonably requestEd infomuItIon or grant permission to secure reasonably necessary information from third parties as required In the above paragraph, unless prohlblred by law or governmental regulation, shall termlnatl! any liability of the Company under this Guarantl!e to the Assured for that claim. form No. 1282 (Rev. 12/15/'15) Form No. 14 Subdivision Guarantee (4-10-75) 6. Options to PIty or Ottlet wise settle Claims: Tet lIIinatioll fit LiaIJiIity. In case of a claim under this Guaran1Ee, the Company shaD have the following additional options: (a) To Pay or TencIE!r Payment Of the AmOunt Of liability or to Puldla5e the Indebtedness. The Company shall have the option to pay or settle or compromise for or In the name of the Assured any dalm which could result In loss to the Assured within the coverage of this Guaran1Ee, or to pay the full amount of this Guarantee or, If this Guarantee is Issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the opI1on to purdlase the Indebtedness sewred by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses Incurred by the Assured daimant which were authorized by the Company up to the time of purchase. SUdl purd1ase, payment or tender of payment of the full amount of the Guarantee shan termlnate all lIabiHty of the Company hereunder. In the event after notlc:e of claim has been given to the Company by the Assured the Company offers to purchase said Indebtedness, the owner of such Indebtedness shan transfer and assign said Indebtedness, together with any collateral secur1ty, to the Company upon payment of the purchase price. Upon the exercISe by the Company of the opt1on provided for In f>aragnlph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required In that paragraph, shall terminate, IndudIng any obligation to continue the del'ense or prosecuUon of any IIUgatIon for which the Company has exerdsed ItS options under Paragraph 4, and the Guaran1Ee shall be surrendered to the Company for cancellation. (b) To Pay or 0the!wIse Sea1e With PartIes Other Than the As5ured or WIth the Assured Oelmant. To pay or otherwise settle with other parties for or In the name of an Assured claimant any claim Assured against under this Guarantee, together with any cosIs, atmmevs' fees and expenses Incurred by the Assured dalmant which were authorized by the Company up to the time of payment and which the Company Is obligated to pay. Upon the exerdse by the Company of the option provided for In Paragraph (b) the Company's obflgation to the Assured under this Guarantee for the dalmed loss or damage, other than to make the payment required In that paragraph, shall terminate, Indudlng any obligation to continue the defense or prosecuUon of any litigation for which the Company has exercised ItS options under Paragraph 4. 7. Detennination and Extent of Uability. ThIs Guarantee Is a contract of Indemnity agaInSt iIduaI monetary loss or damage sustained or inoJrTed by the Assured daimant who has suffered loss or damage by reason of reliance upon the assurances set forth in thIS Guarantee and only to the extent IlereIn desCJ1be(I, and subject to the El«:IUsIons A'Om CO\Ierage of ThIS Guarantee. The Uability of the Company under this Guarantee to the Assured shaD not exceed the least of: (a) the amount of IlabUity stated In Schedule A or In Part 2; (b) the amount of the Wlpald prindpal Indebtedness serured by the mortgage of an Assured mortgagee, as limited or provided under SecUoo 6 of these CondlIIons and StIpulations or as reduced under Section 9 of these Conditions and StIpulations, at the time the loss or damage Assured against by this Guarantee occurs, together with Interest thereon; or (e) the dlfference between the value of the estate or Intl!rest oovered hereby as stated herein and the value of the estate or interest subject to any c:terect. lien or encumbrance Assured against by this Guarantee. 8. Limitation fit Liability. (a) If the Company establishes the title, or removes the alleged defect. lien or encumbrance, or cures any other matter Assured agaInSt by thlS Guarantee 10 a reasonably diligent f1la!II1eI' by any method, IndudIng Rtigation and the completion of any appeals therefrom, It shall have fully performed ItS obligations with respect to that matter and shall not be liable for any \o$s or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's oonsent, the Company shall have no liability for loss or damage until there has been a final deIerm\natIOII by a murt of <XIf11Iletent jUI1sdIct1on, and disposition of all appeals therefrom, adverse to the tIUe, as stated herein. Guarantee No.: 4l68-672215 Page No.: 6 (e) The Company shaH not be liable for \o$s or damage to any Asl;ured for liability voluntarily assumed by the Assured In settling any claim or suit without the prior written consent of the Company. 9. Reduction of LIaIJiIity or Termination of LIaIJiIity. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph .. sIIIIII reduce the amount of liability pro tanID. 10. Payment of Loss. (a) No payment shall be made wlthout produdngthls Guarantee for endorsement of the payment unle$ the Guarantee has been lost or destroyed, In which case proof of \o$s or destruction shall be furnished to the satisfaction of the Company. (b) When IIabUIty and the extent of loss or damage has been definitely fixed In aaDI'dance with these CondItIons and StIpulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. SUbrogation Upon Payment or 5etIIement. Whenever the Company shall have settled and paid a dalm under this Guarantee, aD right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. . The Company shaH be subrogated to and be entitled to aU rights and remedies which the Assured would have had against any person or property In respect to the dalm had this Guarantee not been ISsued. If requested by the Company, the Assun!d shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall penn/t the Company to sue,. compromise or settle In the name of the As5ured and to use the name of the Assured In any transaction or IItIgaUon Involving these rights or remedies. If a payment on account of a dalm does not fuDy cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured aftEr the Assured shall have recovered lis principal, Interest,. and ~ of collection. 12. Albibatiao. Unless prohibited by applicable law, either the Company or the A.ssun!d may demand arbitration pursuant to the l1tIe Insurance ArbItratIon Rules of the AmerIcan A.rbitraUon AssodaUon. Arbitrable matters may indude. but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company In CDIlI1eCIIon with lis Issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of liability Is $1,000,000 or less shall be arbitrated at the opt1on of either the Company or the Assured. All artJltrabie matters when the amount of liability Is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules In eII'ett at Dale of GUarantee Shall be binding upon the parUes. The award may include attorneys' fees only If the laws of the state in which the land Is located permItS a court to award attorneys' fees to a prevailing party. Judgment upon the awan1 rendered by the ArbitratoI{s) may be entered In any CXIUIt haI/ing jurIsdIdIon thereof. The law of the situs of the land shall apply to an arbitration under the lltIe IrSl~' AItJI!ratkJn Rules. '" A CDPY of the Rules may be obtained from the Company upon request. 13. Liability LimiIed to ThIs Guarantee; Guarantee Entire Contract. , (a) This Guarantee together with all endorsements, If any, attached hereto by the Company Is the entire Guarantee and contract between the Assured and the Company. In Interpreting any provision of this Guarantee" this Guarantee shaD be mnstrued as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any adIon asserting such claim, shall be restricted to this Guarantee. (e) No amendment of or endorsement tD tblS Guarantee can be made extept by a writing endorned hereon or attached hereto SIgned by either the President, a VIce President, the Secretary, an AssIstant Secretary, or validating officer or authorized stgnillory of the Company. 14. Notices, Where Sent. All notICeS required to be gIVeR the Company and any statement In WIttIng required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 Rrst American Way. Bldg. 2, santa Ana, CA 92707. fonII No,. 1282~. 11f1.5/$} Policy No.: 4268-520049-A Page 1 Policy of Title Insurance ISSUED BY First American Title Insurance Company SUBJECT TO THE EXUUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B, AND THE CONDmONS AND STIPULATIONS, FIRST AMERICAN TITLE INSURANCE COMPANY, a california corporation herein called the Company, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the amount of insurance stated in Schedule A, sustained or incurred by the insured by reason of: 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or enrumbrance on the title; 3. Unmarketability of the title; or 4. lack of a right of access to and from the land; The Company will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipulations. Rrst American Tltle Insurance Company By, A7J~· -, Attest: /J1 ~ tI.-~ Secretary © 2000 The Rrst American Corporation. All Rights Reserved Fonn No. 1402.92 (10/17/92) AlTA Owner's Policy SCHEDULE A Date of Policy: June 22, 2005 at 3:42 p.m. Policy Amount: $300,000.00 1. Name of insured: Langley Development Group Inc, a Washington Corporation 2. The estate or interest In the land which is covered by this policy is: Fee simple as to Parcel{ s) A, an easement as to Parcel( s) B. 3. Title to the estate or interest in the land is vested in: Langley Development Group Inc, a Washington Corporation 4. The land referred to in this policy is described as follows: Policy No.: 4268-520049 Page2of9 Policy No.: 4268-520049-A Premium: $763.00 Real property in the County of , State of Washington, described as follows: Parcel A: The South 120 feet of the North 330 feet of the Northeast Quarter of the Southwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington Except the West 480 feet thereof; Parcel B: ~n easement for ingress and egress over the south 30 feet of the North 360 feet of the Northeast Quarter of the Southwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington APN: 102305-9306 first American TIfIe Fonn No. 1402.92 (10/17/92) AlTAOwner's Policy SCHEDULEB EXCEPllONS FROM COVERAGE Policy No.: 4268-520049 Page3of9 This policy does not insure against loss or damage (and the Company will not pay costs, attorneys' fees or expenses) which arise by reason of: PART ONE 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records; proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 2. Any facts, rights, interests, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, daim of easement or encumbrances which are not shown by the public records, unpatented mining claims, reservations or exceptions in patents or in acts authorizing the issuance therof, water rights, daims or title to water. 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. 5. Discrepandes, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose. first American Tille Fonn No. 1402.92 (10/17/92) ALTAOwner'sPolicy 1. General Taxes for the year 2005 SCHEDULEB PARTlWO Policy No.: 4268-520049 Page4of9 The first half has been paid. The second half is payable, but not delinquent until November 1st. Tax Account No.: 102305-9306 2. Deed of Trust/Mortgage and the terms and conditiOns thereof: Trustor/Grantor: Langley Development Group, Inc. A Umited liability Company Trustee: First American Title Insurance Company a Corporation Beneficiary: Washington First International Bank Amount: $365,190.00 Dated: June 17, 2005 Recorded: June 22,2005 Recording No.: 20050622002575 3. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: Langley Development Group, Inc. A Umited liability Company Assignee: Washington First International Bank Recorded: June 22,2005 Recording Information: 20050622002576 4. Easement, induding terms and provisions contained therein: Recording Information: 7603170678 In Favor of: Beverlee Jean Moye, formerly Bevertee Jean Blessing For: Ingress and Egress 5. The terms and provisions contained in the document entitled "Road Maintenance Agreement" Recorded: July 1, 1988 Recording No.: 8807010506 6. Facility Charges, if any, induding but not limited to hook-up, or connection charges and latecomer charges for sewer, water and public fadlities of aty of Renton as disdosed by instrument recorded under recording no. 9606210966. first Amerialn Title Form No. 1102.92 (10/17/92) AlTA Owner's Policy PRIVACY POUCY We Are Committed to Safeguarding Customer Infonnation Policy No.: 4268-520049 PageSof9 In order to better serve your needs now and in the future, we may ask you to provide us with certain Information. We understan d that you may be concerned about what we will do with such infonnation -particularly any personal or finandal information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with 0 ur parent company, The Rrst American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the infonnation which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another perso n or entity. Rrst American has also adopted broader guidelines that govern our use of personal infonnation regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firs1am.com . Types of Infonnation Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Infonnation we receive from you on applications, fonns and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as pennitted by law. We may, however, store such information indefinitely, including the period after which any Qlstomer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or Qlstomer analysis. We may also provide all of the types of nonpublic personal informatiOn listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, prope rty and casualty insurers, and trust and investment advisory companies,! or companies involved in real estate services, such as appraisa I companies, home warranty companies, and escrow companies. t'urthennore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our Qlstomer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonJ?Ublic personal information about you to those individuals and entities who need to know that infonnation to provide products or seMces to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in aa:ordance with this Privacy PolicY. and Rrst American's Fair Information Values. We Qlrrently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard yo~r nonpublic personal informati on. e 2001 The Rrst American Corporation • All Righ1s Reserved Form No. 1402.92 (10111/92) At TA Owner's Policy EXCLUSIONS FROM COVERAGE PolIty No.: 4268-520049 Page6of9 llIE FOLLOWING MA1TERS ARE EXPRESSlY EXa.UDED FROM THE COVERAGE OF THIS POUCY AND THE COMPANY WIll NOT PAY LOSS OR DAMAGE, COSTS, ATIORNEYS' ~ OR EXPENSES WHIOt ARISE BY REASON OF: 1. (a) Arty law, OIdlnance or governmental regulation (Including but not limited to building and zontng laws, ordinances, or regulations) restricting, regulating, prohibiting or retatlng to (I) the 0C0JpatItY, use or enjoyment bf the land; (0) the character, dimensions or location of any Improvement now or hereafter erected on the land; (III) a separation In ownership or a change In the dimensions or area of the land, or any parcel of whk:h the land IS or was a part; or (Iv) envtronmental prob!dion, or the effect of any vtoIatlon of these laws, ordlnana!S or governmental regulations, except to the extent that a notke of the enfura!ment thereof or a notIa! of a defect, lien or encumbrance resuItlng from a violatIOn or alleged vtoIatIOn affedIng the land has been recorded In the public records at Date of PoIIcf. (b) Arty governmental police power not exduded by (a) above, except to the extent that a notice of the exercise thereof or a notice of a defect. Hen or encumbrance resulting from a violation or alleged vtoIatIon affedIng the land has been recorded In the public records at Date of Policy. 2. RIghts of eminent domain unless notice of the exercise tI1ereqf has been recorded In the public records at Date of Policy, bu t not eXcluding from coverage any taking which has OCIlIrred prIOr to Date of Policy whiCh would be binding on the r1ghts of a purcnaser for value without knowledge. 3. Defects, liens, encumbrances, adverse dalms, or other matters: (a) aeated. su1fured, assumed or agreed to by the Insured dalmant; (b) not known to the Company, not recorded In the public records at Date of Policy, but known to the Insured dalmant and not dtsdosed In writing to the Company by the Insured dalmant prior to the date the Insured daimant became an Insured under thIS policy; (t) resulting In no loss or damage to the Insured dalmant; (d) attaching or created subsequent to Date of Policy; or (e) resulting In loss or damage whiCh would not have been sustained if the Insured dalmant had paid value for the estate or Interest Insured by this policy. 4. Any dalm, which arISes out of the transaction vesting In the Insured the estate or Interest Insured by thIS policy, by reason of the operation of federal banlmJptcy, sQIte insolvency, or slmDar creditors' rights laws, that It Is based on: (I) the transaction creating the estate or Interest Insured by thIS policy being deemed a fraudulent conveyance or fraudulent transfer; or (II) the transacUon creating the estate or Interest Insured by thIS policy being deemed a preferential transfer except where the preferential transfer results from the failure: (a) to timely record the Instrument of transfer; or (b) of such recordat1on to Impart notice to a purchaser for value or a judgment or lien creditor. L DEFJNI1ION OF TERMS The following tenns when used in this policy mean: (a) "insured": the insured named In Schedule A, and, subject to arP( rights or defenses the Company would have had against the named insured, those who sua:eed to the inIerest of the named illSlJred by opernlion of law as distinguished from purchase including, but not limitI!d to, heirs, distnbutl!es, dI!visees, survNors, personal Ieplesernatives, next of kin, or corpor.tte or fiducial)' suaes5OIS. (b) "insured damant": an Insured claiming loss or damage. (e) "knowledge": or "known": actual Icnowtedge, not mnsuuaIve knowledge or nouoe whIdI may be Imputed to an insured by reason of the public recads as defined in this polity or arP( other reoonls which inpart consIrucIive notice of matters affecting the land. (d) "land": the land described, or refem!d to in Schedule (A), and impnwemellts affixed thereto which by law consti\Ute real propetty. The tenn "land" does not include any property beyond the ines of the area de50ibed or referred to in Schedule (A), nor arP( right, title, interest, estate or easement in abutting streets. roads, avenues, aDevs, lanes, ways or waterways, but noIhing herein shaD modify or &mit the extent to which a right of access to and from the land is insured by this policy. (e) "mortgage": mortgage, deed of trust. trust deed, or OCher security InStrument. (f) "public reoonIs": reoonIs esIabIished under Slate statutes at Date of Policy for the puJpOSe of imparting amstructIve notice of malleTS relating to real property to pwdlasers for YBIue and Without knowledge. With respect to Section l(a)(lV) of the Elcdusions from Cover.Ige, "public JeCOnIs" shaD also include environmental protection liens filed in the reconIs of the clerk of the United States district court fur the <f15lrict in which the land is located. (g) "umIarkeIlIbiIity of the title": an alleged or apparent matter affecting the title to the land, not excluded or excepted from CO\IeIage, which would entitle a purchaser of the estate or Interest described in Schedule A to be II!Ieased from the obligation to pu<dIase by \'irtue of a contractual condition requiring the delNery of marketable title. 2. OONTINUAlJON OF INSURANCE AFTER CONVEYANCE OF nnE The mvetage of this policy shan mntinue in folCe as of Date of Policy in favor of an insured only so long as the insured retains an estate or interest in the land, or holds an indebtedness secured by a purdIase money mortgage given by a purchaser from the insured. or only so long as the insured shall have liability by reason of covenants of warranty made by the insured in any transfer or oonveyance of the estate or Interest. This policy shall not CDIltinue in force in favor of arP( pwdlaser from the insured of either (i) an estate or Interest in the land, or (ii) an indebtedness secured by a purchase money mortgage given to the Insured. CONDmONS AND STIPULATIONS 3. NOlJCE OF QAIM 10 BE GIVEN BY INSURED OAIMANT The inSured shall notify the Company promptly in writing (i) in case of any litigation as set forth in Section 4(a) below, (ii) in case knowledge shall alf1Ie to an inSured hereunder of any claim of title or interest which is advetse to the title to the estate or interest, as insured, and which might cause loss or damage for which the Company may be Rabie by virtue of this policy, or (iii) if title to the estate or interest, as Insured, is rejected as unmarketable. If prompt notice shall not be given to the Company, then as to the insured all liability of the Company shall tenninate with regard to the matter or mattefs for whldl prompt nouoe Is required; provided, however, that failure to notify the Company shall in no case preJudic2 the rights of any insured under this policy unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 4. DEfENSE AND PROSECU1lON OF AClIONS; DUlY OF INSURED QAlMANT 10 ClOOPERATE. (a) Upon written request by the insured and subject to the options mnlained in Section 6 of these Conditions and Stipulations, the Company, at its own cost and without unreasonable delay, shaD provide for the defense of an insured in litigation in which any third party asserts a claim adverse to the title or interest as insured, but only as to those Slated causes of action alleging a defect.. lien or enannbrana! or other matter Insured against by this poflCY. The Company shall have the right to select 00tI1SeI of Its choire (subject to the right of the insured to object for reasonable cause) to represent the Insured as to those Slated causes of action and shall not be Rabie fur and wiD not pay the fees of any other CXlUnseI. The Company wiD not pay any fees, costs or expenses incurred by the insured in the defense of those causes of action which allege malleTS not insured against by this polity. (b) The Company shall have the right. at its own cost, to Institute and prosecute any action or proceeding or to do any OCher act which in its opinion may be neces5iIIY or desililble to estabfish the title to the estate or interest, as insured, or to pre.ent Of reduce i9SS or damage to the insured. The Company may take any appropriate action under the tennS of this parlCY, whether or not it shall be tiable hereunder, and shall not therebv IDIl!Ede Iiabifity or waive any proyision of this policy. If the Company shaD exerdse its rights under this paragraph, it shall do so diligently. (e) Whenever the Company shall have brought an action or InterpOSed a defense as required or permiIIed by the provisions of this policy, the Company may pursue any litigation to final determination by a court of mmpetent jurisdiction and expressly reserves the right. in its sole disaelion, to appeal from any adverse judgment or Older. (d) In all cases where this policy pennits or requires the Company to pro5OOJte or provide for the defense of any action first Amerlam T1IJe or proa!eding, the insured shaD secure to the Company the right to SO prosecute or provide defense in the acIIon or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of the illSlJred for this PIJlpose. Whenever requested by the Company, the insured, at the Company's e>pense, shaD give the Company all reasonable aid (i) in arP( action or proceed'mg, sewring evidence, obIiIining witnesses, prosecWng or defending the action or proceeding, or effeding settlement, and (Ii) in any other lawful act which in the opinion of the Company may be neces5iIIY or desirable to establish the title to the esI3Ie or interest as insured. If the Company is prejudiced by the failure of the insured to furnish the required mopera!Ion, tile COInpany's oIJIIgaUons to the insured under the policy shaD terminate, including any liability or obligation to defend, prosecute, or continue arP( Iiligation, with regard to the matter or .-.s requiring such moperation. 5. PROOF OF LOSS OR DAMAGE. In addition to and after the notices required under Section 3 of these CondItions and S1IpuIatIons have been provided !hi! Company, a proof of loss or damage signed and -.n to by the insured cJamant shall be furnished to the Company within 90 days after the insured claimant shaH ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the defect in, or lien or encumbrance on the title, or OCher matter insured against by this policy which mnsIitutes the basis of loss or damage and shaH state, to the extent possiIIe, the basis of calculating the amount of the loss or damage. If the Company is prejudicEd by the failure of the insured claimant to provide the required proof of loss or damage, the Company's obligations to the Insured under the policy shan tenninate, including any liability or obfgalion to defend. prosecute, or mnIinue arP( litigation, with Iegard to the matter or matters requiring such proof of loss or damage. In addition, the insured claimant may reasonably be required to submit to ecamination under oath by arP( authorized representative of the Company and shaD produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized represenl:atNe of the Company, all remtds, books, ledgers. checks, conespondence and meRIOflIIlda, whether bearing a date before or after Date of~, which reasonably pertain to the loss or damage. Further if requested !Iv any authorized lepn!Selltative of the Company, the insured claimant shaD gtlInt its pennission, in writing, for arP( authorized lepleSell1:atNe of the Company to examine, inspect and mpy all reoonIs, books, 1edgeIs, ched<s, mrrespondence and memoranda in the rustody or mntroI of a third party, which reasonably pertain to the loss or damage. AD infurmaIion designated as aJnfidentiaI by the insured claimant pIOIIided to the Company pwsuant to this Section shall not be disdosed to others unless, in the reasonable judgement of the Company, it Is necessal)' in the administration of the claim. Failure of the Form No. 1102.92 (10/17/92) ALTA Owner's Policy insured claimant to submit for examination under oath, produce other reasonably requested Information or grant permission to secure reasonably necessary infonnaIion from IhinI parties as required in this paragraph, unless prohibit$! by law or govemment31 regulation, shan terminate any liabiflty of the Company under this potlCY as to that claim. 6. 0PI10NS 10 PAY OR OtHERWISE SEmE CLAIMS; TERMINATION OF UABD.ITY In case ~ a daIm under this poticy, the Company shall have the following additional options: (a) To PiIV or Tender Payment of the Amount of Insutana!. To pay or tender payment of the amount of insurance under this poftCy tDgether with any CXJ5ls, atIllmeyS' fees and expenses inamed by the insured dalmant. which were authorized by the Company, up to the time of payment or tender d payment and which the Company is obligated to pay. Upon the exertise by the Company d this option. all liability and obligations to the insured under this policy, other than to mate the payment required, shall terminate, including any Bability or obIlgatlon to defen:l, proserute. or continue any /itigaIion and the policy shall be sunendered to the Company for cancellation. (b) To PiIV or Otherwise SeWe with Parties Other Than the Insured or With the IIl5UI1!d Claimant (i) to pay or otherwise settle with other parties ror or in the name of an insured claimant any claim insured against under this poIic.y, together with any costs. atIIlmeys' fees and expenses inaaTed by the inSUred dalmant which were authorized by the Company up to the time of payment and which the Company is obligated to pay; or (i) to pay or otherwise settle with the insured claimant the loss or damage provided for under this policy, together with any CXJ5ls, aI:1IJmeYS' fees and expenses ina8"red by the insured claimant which were authorized by the Company up to the time d payment and which the Company Is obligated to pay. Upon the exercise by the Company of either of the opticn; prcMded for in panographs (bXi) or (ii), the Company's obligations to the insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate. including any liability or obflgiltion to defend, prosecute or continue any litigation. 7. DETERMINAlJOIII. EXTENT Of LIA8D.ITY AND ClOlIISURANCE-ThIs policy is a conIJact of Indemnity against actual II1OI1IQIy loss or damage sustalned or incurred by the insured claimant who has suffered loss or damage by reason of maIb!fS Insured against by this policy and only to the eoctent herein described. (a) The liability of the Company under this policy shall not ext2ed the least d: (I) the amount of inSUrana! stated in Schedule A; or (I) the difference between the value of the insured esIate or interest as insured and the value of the insured esIate or interest subject to the defect. lien or encumIHance insured against by this poIic(. (b) In the ewent the Amount ~ Insurance staled in Schedule A at the DiIte of PoIk.y is less than 80 pen:ent d the value of the insured esIate or interest or the tuB COIISideration paid for the land, ~ is less, or if subsequent to the Dale of Poky an impro¥ement is erected on the land which D::reases the value ~ the Insured esIate or 1n1EreSt by at least 20 pen:ent over the Amount ~ InsInnce stated in Schedule A. then this Policy is subject to the following: (i) where no subsequent knprovement has been made, as to any partial ~ the Company shall only pay the loss pro rata in the proportion that the Amount ~ Insurance at Dale of PolIcy bealS to the total value d the insured esIate or interest at Date of Policy; or (ii) where a subsequent irfIprcM!ment has been made, as to any partial ~ the Company shaD only pay the loss pro rata in the proportion that 120 percent ~ the Amount d Insurance stated in Schedule A bear.; to the sun of the Amount of Insurance stated in Schedule A and the amount expended ror the improvement. The provisions of this paragraph shan not apply to CXJ5ls, atIIlrneys'fees and expenses for which the Company is liable under this policy and shaD only apply to that portion of any loss which ext2eds in the aggregate, 10 percent of the Amount of Insurance stated in Sd1edule A. (e) The Company will pay only those costs. atIIlmeys' fees and expenses incurred in acconIana! with Section 4 of these ConditIons and Stipulations. 8. APPORllONMENT If the land described in Sd1edule (A) consists of two or more parcels which are not used as a single site, and a lOss is established affecting one or more rI the parcels but not aI~ the loss shall be computed and settled on a pro rata basis as If the Amount of Insurance under this policy was divided pro rata as to the value on Date of POlicy of eadt separate parcel to the whole, exclusive of any improvemenls made subsequent to Date of Policy, unless a 6abiIity or value has otherwise been agreed upon as to each parcel by the Company and the insured at the time of the issuana! of this policy and shown by an ecpress statement or by an endorsement attached to this policy. 9. LIMITATION OF LIAIUllTY. (a) If the Company establishes the litle, or removes the aUeged defect. lien or encumbrance, or rures the lack of a right: of aa:ess to or from the land, or wres the claim of unrnarkelability of title, aD as insured, in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom it shaH have fuBy peffonned lis obligations with respect to that ITliIIIer and shaD not be liable tor any loss or damage caused thereby. (b) In the event rI any litigation, including litigation by the Company or with the Company's consent. the Company shaH have no liability for loss or damage until there has been a final detenninalion by a court of competent ju"isdictIon, and disposition rI all appeals therefrom, adverse to the tide as insured. (c) The Company shall not be liable for loss or damage to any insured tor Bability voluntarily assumed by the insured in seWing any daim or suit without the prior WIitIen consent of the Company. 10. REDUC1lON OF INSURANCE; REDUC1lON OR TERMDtATION OF UABIUTY. AD payments under this poI"tcY, except payments made ror cosIS, attorneyS' fees and expenses. shaD reduce the amount d the inSurana! pro tanto. 11. LJABIUTY NOI'H:UMULA1JVE. It Is expressly undeISIDod that the Amount of Insurance under this policy shall be reduced by any amount the Company may pay under any policy insuring a mortgage to which exception is token in Schedule 8 or to which the insured has agreed, assumed, or Ii!ken subject. or which is hereilfter exewted by an insured and which is a charge or lien on the estate or intere;t described or referred to in Sdledute A. and the amount so paid shall be deemed a payment under this policy to the insured owner. 12. PAYMENT OF LOSS. (a) No ~ shall be made without producing this policy tor endorsement of the payment unless the policy has been lost or destroyed. in which case proof of loss or destructiOn shall be furnished to the satiSI'action of the Company. (b) WIlen Iiabi\ity and the extent of loss or damage has been definitely fixed in aa:ordance with these Conditions and SUpuIatIons, the loss or damage shaD be payaIIfe wIIhin 30 days thereafter. 13. SUIIROGAlION UPON PAYMENT OR SEn1.EMENT (a) The Company's Right 01 SuIIoogaIiooL Whenever the Company shall have settled and paid a daim under this policy, all right of subrogation shaD lIest in the Company unaffected by any ad of the insured daimant. The Company shall be' subrogated to and be enIItIed to all rights and remedies which the insured claimant woukI have had .~any~or~inrespecttothe~mhadthis policy not been issued. If requested by the Company, the insured claimant shall transfer to the Company an rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Insured claimant shan permit the Company to sue, compromise or settle in the name FIrst AmetfaJn TlfIe PoIic.y No.: 4268-520049 Page7of9 rI the insured claimant and to use the name d the insured claimant in any trcmsadion or litigation ImIoIvIng these rights or remedies. If a payment on aa:ount of a daim does not fully cover the loss of the insured daimant, the Company shall be subrogated to these rights and remedies in the proportion which the Company's payment bears to the whole amount of the loss. If loss should result from any ad d the insured claimant, as stated aboIIe, that act shall not YOid this policy, but the Company, In that event. shaD be required to pay onJv that part of any Ios5es Insured .nst by this policy which shaD exceed the iII1IOllIlt, if any, lost to the Company by reason of the impainnent by the Insured daimant of the Company's right of subrogation. (b) The Campitny's RIghts Against NDn-Insured Obligors. The Company's right of subrogation against non-lnsured obligor.; shall exist and shaD Include, without lirnitatJon, the rights rI the insured to indemnities, guaranties, other policies of insurance or bonds, notwiIbstandIng any IemIs or conditions contained in those instruments which provide tor subrogation rights by reason of this poflOf. 14. AR8ITRA11ON. Unless prohibited by applicable law, either the Company or the insured may demand iIIbitration pursuant to the Title Insurance Arbitration Rules of the American AIbitration Assodatlon. ArbItrable matters may include, but are not limitEd to, any controveIsy or daim between the Company and the insured arising out of or relating to this policy, any service of the Company in connection with its issuance or the breach of a policy provision or other obligation. AD arbitrable matters when the Amount rI Insurance Is $1,000.000 or less shaD be arbitrated at the option of either the Company or the insured. Ali arbitrable matters when the Amount rI Insurance Is in excess of $1.000,000 shall be arbitrated only when agreed to by both the Company and the insured. ArbiIration pursuant to this policy and under the Rules in effect on the date the demand for arbitration is made or, at the option of the insured, the Rules in effect at Date rI PolIcy shall be binding upon the parties. The award may include atIDn1eyS' fees only if the laws of the state in which the land is located pennit a court to award atIIlmeys' fees to a prevaiIinjj party. Judgment upon the award rendered by the Arbilrator(s) may be entered in any court hiMng jurisdiction thereof. The law· of the situs of the land shaD apply to an arbitration under the TItle Insurance Arbitration rules. A CDfI'Y of the Rules may be obtained from the Company upon request. 15. LIA8D.ITY LJMJ:1B) 10 1HJS POlJCY; POlICY Bn1R£ CONl1lACr. (a) ThIs poIic.y together with all etldor.;emenlS, if any, aIIadled hereto by the Company is the entire poIic.y and contract between the insured and the Company. In Interpreting any ptOYision rI !his policy, !his policy shall be mnstrued as a whole. (b) Any daim of loss or damage, whether or not based on negligence. and which arises out of the SIlIt:uS of the title to the estate or intere;t covered hereby or by any action asserting sudl claim, shall be restricted to this policy. (e) No CIIIlI!Idnent of or endorsement to this policy can be made except by a writing endcxsed hereon or aIIadIed hereto signed by either the President, a Vic2-President. the Secretary, an Assistant Secretary, or validating officer or auIborized signatory of the Company. 16. SEVEAABIUlY. In the event any provision of the policy is held itwaIi:I or unenfon:eabIe under applicable law, the policy shaD be deemed not to include that provision and aU other provisions shaD remain in full forte and effect. 17. N01IaS,. WHERE SENT All notices wequhed to be given the Company and any statement in writing requited to be fumished the CUrnpany shall Indude the number 01 tills pOlicy and shaD be addressed to the Company at 1 first American way, Santa Ana., ClIfifomia 92107, or to the office whId1lssued this pOlicy. Form No. 1402.92 (10/17/92) AlTA Owner's Policy ENDORSEMENT AUachec:I to Policy No. 4268-520049-A Issued By First American Title Insurance Company Polity No.: 4268-520049 Page8of9 1. This Endorsement shall be effective only if at Date of Policy there is located on the land describE:d in the PoIi(:y a one-to-four family residential structure, in which the insured owner resides, either at Date of Policy of within one year of Date of Policy, as the insured OWner's prindpal residence. For the purpose of this Endorsement the term "Residential Structure" is defined as the prindpal dwelling structure located on the land, together with a garage or carport used for storage of nonoommerdal vehicles. The term "Residential Structuren shall not include detached outbuildings (other than a garage or carport as defined herein), driveways, walkways, boat ramps, docks, recreational fadlities of any kind, subsurface lines, pipes, tanks, septic systems and or drainfields, plantings of any nature, perimeter fences or perimeter walls, or any other improvements which are not an integral part of the Residential Structure. 2. The Company hereby insures the insured OWner against loss or damage which the insured Owner shall sustain by reason of: A.. The existence at Date of Policy of any unrecorded statutory liens for labor or materials attaching to the estate or interest arising out of any work of improvement on the land in progress or completed at the Date of Policy, except those liens arising out of a work of improvement for which the insured has agreed to be responsible. B. The removal of the Residential Structure or interference with the use thereof for ordinary residential purposes as a result of a final court order or judgment, based upon the existence at the Date of the Policy of: (1) Any encroachment of the Residential Structure or any part thereof onto adjoining lands, or onto any easement shown as a special exception in Schedule 8 of the Policy, or onto any unrecorded subsurface easement; (2) Any violation on the land of enforceable covenants, conditions or restrictions, provided that this coverage shall not refer to or include the terms, covenants and conditions contained in any lease, sub-lease or contract of sale referred to in this policy; (3) Any violation of applicable zoning ordinances t the extent that such ordinances regulate (A) area, width or depth of the land as a building site for the residential Structure; (8) floor space area of the Residential Structure; (C) set back of the Residential Structure from the property lines of the land; or (D) height of the Residential Structure. c. Damage to the Residential Structure resulting from the exerdse of any right to use the surface of the land for the extraction or development of the minerals shown as an exception in Schedule B, or excepted from the description of the land. For purposes of this Endorsement, the words nCovenants," "Conditions" or nRestrictions" shall not be deemed to refer to or include any covenants, conditions or restrictions relating to environmental protection, except to the extent that a notice of violation or alleged violation affecting the land has been recorded in the public records at Date of Policy and is not excepted in Schedule B. 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 fact amount thereof. Rrst AmerIa1n rifle Fonn No. 1402.92 (10/17/92) ALTA Qwner's Policy WA-90 Homeowner's Additional ProtectIon First American Title Insurance Company :1!:~~:: Policy No.: 4268-520049 Page9of9 v' A MER" C' ~ ~ First American Title Insurance Compli: 2101 Fourth Avenue, Suite 800 • Seattle, Washington 98121 (206) 728-0400 • 1-800-826-7718 • Fax: (206) 728-7219 COPIES OF DOCUMENTS · · I I a · ~ · i III !I~ ------------------. - --- ... -._-. -.. ---..... ~:---.... ---------'" .. --.. -·'-'--':--·-·--~----:--rr'---'·';'·--'"'-·----.. _ -_. ---.-. -----_. --. '1Iio Sracc R ... " .. d I'or RcconlcT's Usc: Filed ror Record at Requcst of ·~:B·' '07. '01 9ECL' ;:-:;.. I),) Northwest Escrows of South Seattle C':'·,SHSL:.::_ !-... ., .... .,.:; •• )1) po.',,,,, AFTER RECORDING MAIL TO: ;.:: ! 1 ;:: ~ o IJ) o ~ .~ o en Q'j Name _______ N~o~r~t~h~w~e~s~t~E~s~c~r~o~w~s~oUf~S~ou~t~h~S~e~a~tt~l~p.~ ____ ___ :-, .- Address 15328 Ambaum Boulevard Southwest I City. State. Zip Seattle. WA 98166 Kl • ;J Statutory Warranty Deed TilE GRANTOR SUINE MATKIN and JOAN R. MATKltI. formerly Joan R. Nielson. husband and wife for amI in ronsidcration of TEN DOLU\RS AND OTIIER GOOD AND VALUABLE CONSI!lERATION in hand paid, con\'Cys and warranls 10 CLAY S. BENNER and PATRICIA L. RENNER. husband nnd wife Ihe following dc.~crihcd real c.~I"le. silualed in Ihe Counly nf KUlG • Slale of Wa.~hinglUn: THE SOUTH 120 FEET OF TilE NORTH )30 FEET OF THE NORTHEAST QUARTER OF THE SOUTIIYEST QUARTER OF THE SOUTIIEAST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH. RANGE 5 EAST. lUI.. IN KING COUNTl. IlASHINGTON; Ei.eEPT TIlE WEST 1,80 FEET THEREOF; TOGETHER \lITH AN EASE.~ENT FOR INGRESS AND EGRESS OVER TIlE SOUTH )0 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF TIlE SOUTHwEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10. TOWNSHI P 23 /lORTII. P.A!IGE :> E,\ST. W. H.. IN KING COUNTY. IlASIIINGTOII. SUBJECT TO: AN EASEMENT AFfECTING THE PORTION Of SAID PREMISES AND FOR THE PURPOSES STATED THEREIN, AND INClDEtITAL PURPOSES RECORDED HARCII 17. 1976 UNDER RECORDING NUMBER 7(,03170678 AtlD II ROAD MAINTENANCE AGREEMENT DATED JUNE 18. 1988. Datcdthis 28 day of June • 1988 By ___ .. _ .... _ ............... _ .......... _ ......... __ ... -_ .. -._ .... By _ ................................................. _ ....................................... . STATE OF WASH lNGTON COUtrrY OF ... _.~!~g ...... _.. } 55 On this day personally appeared before mc .... ..E~.~.~~_~!:!.~.~!!.J1.l!!! ... :!.~~!! .. !!.~ ... ~!!t.l:M.I! .. _--..... __ ... _ .... - to me koown to be the indiVidual described in and who execuled tbe within and foregoing· ill5lrumenl, and acknowledged thaI _ ..... .ttt~.Y. ____ .. _._. signed thc same as .... _.the.i.l:. __ .................. Cree and \'Oluntary act and deed. Cor the tlses and purposes tberein mentioned. : -: • . '. Given WIder my band and official scalthis .... _.a/l.r:1.J .. _._ .. day of ....... _ . ..l!Lq~_ .... ___ ._.; .... , 19_~.tL ~~ resldillgal ~y:lf.!1'!1:t.;. .. ,-.. --. My appointment cxpin:s un ....&.=l.-::.f?:L .. LPB-l0 = = . \~ WHEN RECORDED MAIL TO: PLUA Hmm MORTGJIGB BANK, PSB 1820 B PIRST STRBBT, lot PL SANTA ANA, CA 92705 toan Number; 331-407204-7 [SpaljC Aboyc This Une For Recordi!!g Datal DEED OF TRUST TInS DEED OF TRUST ("Security Imtnuncnt") is made OD Dscmmn 22, 1993 The graator is CIAY S. BEHNBR AND PATRXCIA L. 8BNNBR HUSBAND AND WIPB ("Borrower"). The trustee is PIRST AMBJUCAN '1'l:TLB INStJRANCB COKPANY, ]I, CALIFORNIA CORP. ("Trustee"). The bcucliciaJy is PLAZA HOMB MORTGAGB BANK, PSS • which is otgaDizcd and ClIistiDg UDder the JaVIS of THB UNITBD STATBS • and whose address is 1820 B FIRST STRBBT, 1st PL SJINTA ANA, CA 92705 ("Leadcrj. Bonowcr owes Lendcr the priadpal sum of SIXTY PIVB THOUSAND FIVB HtlNDRBD AND NO/l00 DoI1aB (U.s. s 65,500.00 )_ This debt is evidenced by Borrower's Dote dated the AllIe date as this Sc:curity Instrumcnt ("Note"), which provides for monlhly paymeuts, with the fuU debt, if DOl paid carner, due and payable on JAtlUARy 1, 2009 • This Security Instrument sc:cures to Leader: (a) the repayment of the debt C\'idcaccd by the Note, with intcrC5l, and aD rcacwa1s, cxtcoslous and modifications of the Note; (b) thl> payment of aD other sums, with iDtcn:st, advanced UDder paragraph 7 to protect the security of this Security lostrumeat; and (e) the pcri'onaancc of BorrOWCl's covcaaats and agm:mCOl& unclcr this Scairity Instrumeot and the Note. For this purpose, Borrower irrewcably grants and co~ to Trustee, in !JUSt, with power of saIc, the following described property located in KING County, Washington: THE SOtJ'l1I 120 PBRT OF nm NORTH 330 PBRT OF 'l'HB NOImlBAST QOAR'1'BR OF THE SotmlWBST QWlRTRR OF THB SOtmIBAST QtIJIJI.TBR OP SBC'l'ION 10, TOWNSHIP 23 NORTH, RANGB 5 BAST, W.K., IN KING COUN'lY, lfASlfINGTON; BXCKPT THE WBST 480 FBBT 'l'HBRBOP' ; TOGB'l'HBR wrm AN RASmmN'l' FOR INGRBSS .AND BGRBSS OVBR THB SOOTH 30 FBRT OF THB NORTH 360 PERT OP THB NORTJD!AST QUARTBR OF THB sotrrHWBST QaARTl>R OF 'nIB SOOTIIEAST QtJARTBR. OF SBC'l'lOli 10, 'l'O".mSHIP 23 NORTH, RANGS 5 BAST, W.K., IIi KING COON'l'l(, WASHIN01'OS. which luis the address of 14324 SE 125TH STRBRT (SI/OCI) Washiugtoa 98059 ("Property Address"); (Zip Cede) RBNTON (City) TOGETHER WITH aD the improvcmcots now or hereafter erected on the property, and aD casemCDlS, appurtCDaoa:s, and rJJlun:5 DOW or hereafter a pan of the property. All rcpJaecmCDIs and additions sbaII be covered by !his Security lDstrwaenL All of the roregoiDg is referred to in this Security lostrumCD! as the "Property". - :..,.; BORROWER COVENANrS that Borrower is Jaw£ully seised of the estate hereby coo\'C)'ed and luis the right to grant '" and coovcy the Property and that the Property is UDenCUlDbc:red, except ror Cll(lllDbranc:cs of record. Borrower warrants and will -:. defend gcocral1y the title to the Property against aD claims and demands, subject to any eocumbraacc:s of record. ," .. ~4 TInS SECURITY INSTRUMENr combines UDiCorm COVCDaDts roroatiooal usc and noo·UDiform covenants with limited variatiODS by jurisdiction to constitute a UDiCorm security instrument c.ovcring rcal property. lait. e-i!J lai,,-- Init.~ lait. __ _ loit. __ _ lnit. __ _ WASHINGTON -Single Family -F'NMA/FnLMC UNIFORM INSTRUMENT Form 30481YJ/90 Doc 1SS5D (18-12-93) fS5S01GD ~. 00"01 =-;, ; . t." • UNIFORM COVENANTS. BorroweeLender covtDaDt and agree as follows: e 1. Pa)1DeDt or PrfIId~ DIId lllterat; i'repa)'IDrnl and Lale CIIarErs. Borrower shaU promptly pay when due Ihe principal of and inleresl 00 the debl mdeaa:d by the Nole and any prepayment aDcflale charges due under the Nole. %. Funds ror Taus DOd IIIsnl'llllcc. Subject 10 applicuble law or 10 a wrillen waiver by Lender, Borrower shall pay 10 Lender 00 the day monthly payments are due under the NOIe, until the Nole is paid in full, a sum ("Funds') for: <a) yearly IJw:5 and IIS5CMmeDts whicli may altain priority over this Security IDStrumenl as a lien on the Property, (b) )'CJJ1ly Ic:ilScJiold payments or sr!lund rcuts on the Property, if auy; (e) ~rly hazard or property insurance premiums; Cd) ~rly nooi! insurauce premrums, if any; (e) yearly mo~e insurance premllllD5, if 1liiY; and (I) any sums payable by "Borrower 10 LCnder in accordaDce WIth the pravisioDS oC' paragraph 8, in lieu or the paY!JIenl of mortgage insW'llIlcc prcnuums. tbe.<c ilems are call~ 'Escrow Items: Lender may al any time, collect aDd hold FundS in au amount 00110 =d the maximum amounl a Lender for a federally re:laled mortgage Imm may require Cor Borrower's escrow accounl under the Federal Real Estale Seltlemenl Procedures Ad oC 1974 as amenilCiJ Crom time 10 time, 12 U.s.c. Scc:tion 2601 el stq. ("RESPA"), unless another law thaI applies 10 the Fllllds sets a lesser amount-If so, Lender may, al any lime, coDect and hold Funds in an amount Rollo exceed the lesser amoUD\. Lender may estimale the amounl or o Funds due on Ihe basis or currenl data and reasonable estimales or expenditures of future Escrow Ilems or otherwise in accordance "" with applicable law. . Cl) The Funds shall be held in an instilution whose deposits arc insured by a federal agency, instrumentality. or entity (including ". Lender, if Lender is such an instilution) or in any Federal Home LoaD BiuIIc. Lendei' shall apply the Fnnas 10 pay die Escrow ..... Ilem5. Lender may nol charge Borrower for boldiaig and applying the Funds, annll!l!ly !UJ8IyziDg die escrow account, or vcriCJi!!g the o Escrow Items, unless Lender ~ys Borrower interesl 00 -the Funds and Dp'plicable law pa:mits Lender 10 make sudt a chiirgc. t'l However, Lender may ~uire Borrower 10 pay a one·tlme charge Cor an mde~dCDI icaI cWIle w repoJ1ing SCl'Vice uscd"by CIt Lender in connection willi this loaD, unless a'ppliC4b1e law provides otherwise. Unless an ~eDI is made or applicable law ~ requires interest 10 be "aid, Lender sh;ill not be required 10 paY. Borrower II!IY interest or ~ on the Funds. BOrrower and C"') Lender may !Wee in writiJrg. however, that inlerest ShaI1 be pari! on the FundS. Lender shall siY!: to Borrowerr without cbarJtc. an C) annual aCCOllDling of the Funds, sh~ credits and debits 10 the Funds and the p~e Cor which each debil 10 the FundS Was made. The Flllldi arc pledged as additioDal sc:curity for all sums secured by this Security IDSlrumenL Jr the Funds held by Lender cxa:cd the: amounts JlC!IDitled to be held !J>t applic:able law, Lender sballIIccounl10 Borrower for the ~ Funds in accOrdance with the requircmc:nts or applicable ~aw. J( the ~oun.l.of the F,!"ds hdd by Lender at any time is nol sufliaent to pay the Escrow Jlems when duel Lender may so nolify Borrower m writing, and, m such c:asc Borrower shlill pa)' 10 Lender the amount n~ 10 make up the oeficiency. Borrower s'haII make up the deficiency in no more thaD lwelw: moaihly . payments, al Lender's sole discretion. Upoa payment in fun of all sums scc:ured by this Securily Instrument. Lender shall promptly refund 10 Borrower any Funds held by Lenl£er. IC, under p.1!agrllph 21, Lender shall acquire or sell the PrC?J)Crty, Lc:oda, I!nor to the acquisition or saTe of the Property, shall apply any Funds hdd by Lender al the time of acquisition or saIC as a credil agamsl the swas secured by this Scc:urity Instrumc:nL 3. AppUentJon or Paymrols. Unless applicable law provides otherwise, aD payments received by Lc:nder under paragraphs 1 and 2 shalll>c applied: rust, 10 any prepayment charges due under the Note; sccoail, 10 amounts payable: ucder parograpll Z; third, 10 interest due; fourth, 10 principal due; aDd last. 10 any late charges due under the Nole. 4. ~ Ucns. Borrower sha1I I'ay all taxes, assessments, charges, flllC5 and impositions attribulable 10 the Property which may attaiD 'priority over this Security Instrument, and lcasc:bohl payments Dr lU01IIid rents, if 811)'. Borrower shall pay these obligations m the manner provided in paragraph 2, or if nol paid in thaI manner,1Jorrowcr shall pay them on time direCtly 10 the person owed pa~enL BOrrower shall promPtly fUrnish 10 Lender all notices oC amounts to Iii: 'paid under this pa1l181aph. 1C Borrower males these pa~cnts directly, Borrower &hall lIromJ!lIy' furnish to Lc:nder receipts eviden~:~~e paymc:nts. . Borrower shall promptly cIischarge any lien which lias pnority over this ScturiIY, IDstrumenl Borrower: (a) agr.ees in writing 10 the J!3ymeal or ihe obliRalion secured by the: lieD in a manner acc:cptable: 10 Lender, (b) contests in good faith Ihe lien by, or defends against e:nforccmC1It oT the lien in,.lcglIl proceedings which in thC Lc:nder's op!niou o~le 10 prevent the eoforcemcnt r or the lien; or Ce) sc:aarcs from lhe bolder or tlie lien an agrcc:mcnt satlsfactnry 10 Lcaider subOrdlnl!ling the lien 10 this Scc:urity .: i •. InslrUme:DL ICl.:cnder determines that any I'art oC the Pro~ is subject 10 a lieD which may attain priority 0\'1:1" this Security i .!~, Jnstrument. Lender may. giw: Borrower a notice idcDtil)ing the &en. IIorrower shaD satisfy the lien ar take: one or more of Ihe --BctiOllS sci forth above Within 10 days of the giving of notia: • . ~ 5. Humrd or Property IDllnrance. Borrower shaU kccp the improvements now c:xisting or hereafter erected on the Prll)Jcrly • .. insured againsa loss tiy lire, hazards included within the lerm 'ClIlc:nded ~' and any other hazanls, indudinJt Oooils or II .. nOCJl!ing. Tor which Lender r~uircs insurance. This insurance &hall be aWntaincd in the amounts and Cor the pcr!ods tIiat Lc:ndcr \ • ::-. requires. The insurance carrier providiJ!g the insurance sbal1 be chosen by Borrower subject to Lender's approval which shall not be: unreasonably withheld. IC Borrower Cails 10 maintain co~ dcscn'bc:d abow:, Lc:nder may, at Lender's option, obtain Cl)VCragc 10 prolect Lender's rights in the Property in accordance: with paragraph 7 • .. , : AD insurance JX!1icies IIJId renewals &halt be ~le 10 Lender and shall include a staudard mortgage clause. Lender shaU h.u\"C the right to Iiold the policies aDd reDewaIs. If lA:nder requires. Borrower &haU prompJly give 10 tinder aD receipts of paid premiums and renewal notices. III the cw:nt of loss, Borrower 5&aJI give prompt notice 10 thC iasurauce carric:r aDd Lender. Lender may make proof of loss if Dol made pr~mpdy by Borrower. Unless Lender and Borrower otherwise 8fVCC in writing, insurance proc:ecds shall be ap'plied to resloration or repair of the ProP.CrtY damaged, if the restoration or repair IS ecoDomically reasible and Lender's security 15 not lessened. If the resloration or rcpair is nol cconumic:aUy feasible or wder's sc:curil), would be ICSSCDed, the insurance proceeds shall be applied 10 the sums seCured by this Security Instrumenl, whether or not ihen due, with any excess paid 10 Borrower. 1£ Borrower abandons Ihe Pr0p.crly, or docs Dot answer within 30 da~ a notice from Lender thai the insurance: c:arricr has offered 10 sc:ttlc a claim, then Lenilcr may coUcct the insurance proceeds. Lender may usc: the proceeds 10 n;paiI: or reslore the Property or 10 pay sUD15 secured ~ . by lhis Security Instrument, whether or not then due. The 3O-day period will begin when the notice is given. : Unless Lender and Borrower otherwise 0grC:C: in writing. any application of proceeds to ~pa1 shall not ClItend or postpoae . ,the due date of the mlJDl!lly .P!lYlDents referred to an P3!a,graphs 1 aDd 2 or chanaC the amounl oC the pa)'llleDts. If imder paragraph • 21 the ProJ!CrlY is acquired l?Y Lender, Borrower's rigbt 10 1lIIY insurance policic:s and proceeds r~ from ~ 10 the: Prppcrly pnor lI? ~e acquisition shall pass 10 Lender to the CUenl of the sums scc:ured by this Sc:curity IDstrumeal immediately pnor 10 tlic aeqwsauon. 6. OauJIIIIICJ. Prac:rratJon, MalnlallmC:c DJld ProtediOD or the l'roputr, ~. LoaD ApplkatJon; lnHhoids. Borrower shill occupy, establish, and usc: the ~y as Borrower's principal icsidCocc within ~ dan after the cxcaation of this Security Instrument iind &ball continue to occuI?>' the l'ro~ as Boriowcr'l. princi'pal residence Cor at'least ODe )'CI!f after lbe date: or occupancy, unless Lender otherwise agrees m writin& which consenl shaIr nol be unreasonably withheld, or imIcss ClIlC1I~ • circ:umstanccs exist which arc beyond BOrrowcr's control. Borrower sball not ~ dam!8C orim# the Properly, aIIowthC Pr~y to deteriorate, or commit waste on the Propcrl.Y. Borrower shall be in daault if auy forfeilure: action or pr~ wbeihcr civil or criminal, is be~ that in Lender's good faith judpenl could rcsuh in forfeilure of the Property or o\herMsc malerially impair the lien crcalcil by this Security IIIstrumenl or Lender's security intcrc:st. Borrower may cure Judi a dc:fault and reinstate, as provided in ~agnrph 1s by causing the actina or proceeding 10 be dismWc:d with a ~ that, in Lc:nder's good faith delermination, precludeS forfeiture of tlie BorrOwer's inlerest m the Properly or other material impamueDI oC the lien ercnled by this Security lrutrumc:nl or Leader's securily inlercsl. Borrower shall also be in defaull if Borrowe[ during the lOaD application process, ~ malerially CaIse: or inaccurate information or r;utcments 10 Lender < or failed 10 proviiIC Leniler with any material informatiOn) in roDJJcction with the loan evidenced ~ the Nole, incIudina. bUt not limitcil to, rel!fcscntntions conccmin~ Borrower's occuJl2DCY of the Propcrty as a principal residence. If thiS Sca1ritY wtrumco\ is on a lcasc:hold, Borrower shaD rompl, ~;th aU the pravisioDS or the: lease. If Borrower acquires fcc title 10 the Property, thc lcascbohi and the Cee litle: shall nol merge unless Lender agrees 10 the merger in writing. 7. Prokdlon or Lcndrr's Rlgbts ba the Propcr1Y. If Borrower fails 10 perform the covtnmts and agreements conlained in this Security Instrument, or lhere is a legal proa:c:diDE thaI may s~cant1y alICct Lender's rights in the Property (such as a proa:c:ding in banliruplcy, probate, for condemnation or forfeilure or to eDCorce laws or regulations), then Lender may do and pay for whalever ~ ae~ 10 protect the value or the Pr~rly and Lendcr'srigbts in lhe~. Lender's actinns may include paying aDy sums secured by a lien which has priority over this Scc:urity 1n.<\rUm~ appearing.in court, paying reasonable: attomcys' recs and entering on Ibe Property 10 make repairs. Although Lender may take: adion linder this paragrapli 7,Lc:nder dues not haw: 10 do so. Any amounts disbur5cd by Lender under this paragrapb 7 shall become additional debt of Borrower Kcured by this Scc:uril}' IDSlrumenL Unless Borrower and Lc:nder agree 10 olher Icnns of pa)'l!leD\, these amounts shall bear inlerest frOm the dale or disbursement at the Nole rate and shzI1 be payable, with interes!, upon notice Crom Leader 10 Borrower requesting paymenl. (Page 2 014) Doo nut (OHHZ) FW02G I ..... . :~1 :-," ,'';' .'.~ ~, . "1, , f. • ,~. 25xlo . . ~-.. "~:.~. 8. Mortgage lnsunlllce. If Lender required mo~gc insurancc as a condition of makinJt the loan secured by this Security Instrument, Bonowu shaU pay the premiums required to maintain the mortgage insuraoce in effCct. If, for auy reason, the mortgage insurancc covcrage required bY Lender lapses or ceases to be in c:ffcet, Bonower shall p.ay. the premiums requued to obtain coverage substantially eqUiValent to the mortgage iusurance previously.in e/Ted, at a CO!.t substantially t:fJuivalent to the cost to Bonower of the mortgage insurance previously in effect, rrom an alternate mortgage insurer app!oved by Lender. If substantially c:guivalent mortgage insurance coverag,. IS not aruable, Borrowu shall py to Lender each month a sum equal to ODe·twelfth of the yearly mortgage insurance premium being paid by Bonowcr when the msurance coverage lapsed or ceased to be in effca. Lender wiIf accept. usc and retain these: ~yments as a loss rcscrvc in lieu of mo~agc insuranc:c. ~ reserve payments may no longer be re9uue~ at the . option of Lcildi:r, if mortgage insurance coverage (in tile amount and for the period that Lender requires) provid--..d oy lID msurer approved by Lender again IJccomes available aDd IS obtained. Borrower sball pay the premiums required to maintam mortgage insurancc in effect, or to provide a loss n:servc, UDIi1the requirement for mortgage insurance ends in accordance with any wnllcn agreement hetween Borrower and Lender or applicable law. . 9. Inspec:tJon. Lender or its agent mar make rcaso:Iable entries upon and inspections of the Property. Lender shall give Borrower ootia: at the time of or prior to an inspedlon specifying reasonable cause ror the mspcction. 10. CODdemaatioa. The Jlrocccds or any award or claim for daJn!18C5. direct or consequentia1, in connection with any co!,demnation or other taking of any part of the Property, or for conVC)'iIDcc in lieu of coDdcmnation, arc hereby assigned and shall be pard to Lender. In the Cl'Cnt Dr a total taking of the Property, the proceeds shall be applied to the sums secured by thi\ Security Instrument, whether or not then due, with any excess paid to Borrower. In the C\'Cnt of a partia1takirrg of the Property in which the fair market \'alue of the PropJ;rty immedialely before the taking is equal to or geater than the amoUDt of the sums secured \.lY this Security Instrument immediately before the talcing. unless Borrower and Lender otherwise agree in writing, the sums secured liy this Security InstJument shall be reauccd by the amount of the {l.focccds multiplied b)' Ihe foDowing fraction: (a) the lotal amount of the sums SCC1ll'ed immediate,>, before ttie taIciJIg. divided by (b) the fair marktt vaJue of the Property immediately before the taking. Any balanw shall be paid to Borrower. In the event or a partla\ taking of the Projlerty in whicli the fair market value of the property immediately before the takinj! is less than the amounl of the sums secured unmi:diately before the taking. unless Borrower ana Lender olhel\\isc agree in wnting Dr unless applicable law otherwise: provides, the proceeds shall be applied 10 the sums secured by this Security Instrumenl whether or not the sums arc then due. . If the Pro~y is abandoned by BorroWCf, or if, after notice by Lender to Bonower that the condemnor offers to make an award or seule a claun for damagr:s, Borrmr fails 10 res(lOnd to Lender within 30 days after the dale the notia: is given, Lender is authorized to coOect and apply the proc:ccds, at its option, either to restoration or repair of the Property or to the sums sccured by this Security Instrument, wliCtlier or not then due. Urdess Lender and Borrower otherwise ngrcc in writing. any application of procccds to prindpa1shaU not CXlend or postpone the due date of the mnDthly payments referred to m paragraphS 1 and 2 or chDDgc tile amount of such payments. . II. BolTOWU" Not Released; ForbcaraDce By Lender Not II Waiver. Enension of the lime for payment or modification of amortization of the sums secured !Jy this Security Instrumenl.granted by Lender to II'!)' successor in interest of Borrmvcr shall nol operate to release the liability of the ori!PnaJ Borrower or l3onowers successors In interest. Lender shall not be required to commence proa:edi~ against any suoccssor in interest Dr refuse 10 exteod time for pa~cnt or otherwise modify amortiz:ttion of tbe sums secured !lY this Security Instrument by renson of any demand made by the original Bonower or Borrower's suca:ssors in interest. Any foibcarance by Lender in c:xerasing any right or remedy shaD nol 'be: a waiver of or preclude the c:xcrcise of any right or remedy. Q 12. SUc:a5SDts and Assigns Bound; Joint aDd SCYa'B1 Ur1brua,; Co-slpers. The covenants and agreements ohhis Security C'!) Instrument shall bind and bCilcfit the SllCCCSSOts and ~ of Lender ano BorroWCf, subject to the provisions of paragrapb 17. CZ) Borrower's c:ovcnants and agreements shall be joint and several. Any Borrower who co-signs this Sccunty Instrument but docs nOl N execute tbe Note: (a) is CD-5ipg this Setunty Instrumcnt only to mortgage, grant and convey that Bonowcr'~ interest in the _ Property UDder the terms of this Security Instrument; (b) is DOt pcrsooiJly obligated to pay the sums secured by this Security -Instrument; and (c) ~ that Lender auilany other Borrower may agx:cc to CXlend, modify, forbear or make any accommodations r2 \\ith regard to the terms of this Security Instrument or the Note v.ithOllt that Borrower's consenL ~. 13. Loan Cbarga. If the loan secured by this Security Instrument is subject 10 a law which sets maximum loan ~cs, and that ... law is rmaJ.1y intcrmctcd 50 that the interest or other loan clrarRcs col1ccted or to be col\cctcd in connection with the loan exceed the ~. permitted lunits, then: (a) any such loan charge shaU be rcduccil by the amount nccc.~ to reduce the charge: 10 the pcrmiUed limit; .n and (b) any sums already col\ccted from BOrrower which cxccciled permitted limits Wi11 be refunded to Bonowu. Lender may choose to make this rcfwid ~ n:duciilg the )lrindpal owcd UDder the Note or by making a direct pnymenl to Borrower. If a refuna reduces priDcipal, the reduction will be trcateil as a partial prepayment without any prepayment chaigc under the Note. . 14. Notices. Any notice 10 Borrower provided for in this Security lnstliiment shall be given by de1ivcring it or by mailing it by rlrSt class marl unIcss a~.i.,:!e Jaw rc:guircs usc of another method. The nolia: shaU be directed to the Property Address or any other address Borrower • es by notia: to Lender. Any notice to Lender shaU be given by rll5l class maif to Lender's addresS staled herein or any other a rcss Linder designates by notice 10 Borrower. Any notice proviaed for in this Security Instrument shall be deemed to have been given to Borrower or Lender when givcn as provided in this paragraph. 15. GovemIDg Lmr. Sl"'CI'IIbUily. This Seeurity Instrument shall be governed by Cedcrallaw and the law of the jUrisdictiOD in which tbe Property is located. In the C\'Cnt that any provision or clause of this Security Instrument or the Note conflicts with applicable law,-such conflid shaI1 Dot affect otbcr prol'1Sions of this Sec:urity Instrument or tire Note which can be sM:!I effect without tlie conIlicting provision. To this end the prmisioDS of this Security Instrument and the Note arc declared 10 be severable. 16. lJorrawer's Copy. BorrowCI shall be given one conformed copy of the Note and of this Security InstrumenL 17. Trnll3fcr of the ProJlUly or II Bcodldrl1 JoteresllD BorrvIl'a". if all or any part of the Properly or any interest iD it is sold Dr transferred (or if a benelidlil interest in Borrowu is sold or transferred and Borrower is Dot a natui-al ~onI without Lender's prior written consent, Lender may, III its optiyn, require immediate )l8JD!Cnt in full of all sums sccureil by Ibis Security Instrument. However, this OptiOD shaD DOt be exercised bj LcndCl' if cxcrcise is prohibited by federal law as DC tbe dale of this Security InstrUDlent. :.. If Lender exercises this option, Lender shDll ~ Borrower Dotia: of accclcration. The notia: shaU provide a period of not \cs.s :.: than 30 days from the date the notia: is delivered or mailed within which Borrower must pay aU sums secured by this Security ... , IfIS(rUmenL If Borrowu fails to pay these sums prior to the ~tiOD of this period, Lender may invoke any remedies permittcd bY . ~ this Security It.strumenl without further DOtice or demand 00 BOnowu. . . 18. Borrolftr's R1gbtto RdD5I11te. If Borrower meets a:rtain conditions, Bonower shaU have the right to have enforcement of . this Security Instrument clisc:ontiJIucd at any time prior to the earlier of: (a) 5 days (or such other JlCri9d as applicable law may specify ". for reinstatement) before sale of the Properly pursuant to any ~ oC Sale contained in this Security Insfriuoent; or (b) colly of a . judgmeDI enfor~ this Security InstrumenL Those conditions are that Borrower: (~pays Lender all sums which then would hi: due .'; under this Security Instrument and the Nole as if no acceleration bad occurred; >..curcs any default of any other covenants or .... agreements; (e) pa)'S all CJlpcnscs incurred in cnforc:in.& this Security Instrument, in uiIirra. bul not limited to, reasonable: attorneys' fees; and (d) ialtes such aruon as Lender may rc8SODably require to assure lhal the lieD oHhis Sccurily Instrument, Lender's rights io the Propeny and Bonower's obligation to pay the sums secured !Jy this Security Instrument shaD continue UD!:!uu!&ed. UjIOD reinslatement by Borrnwcr this Sccuritt IiistrumCDl and the obligations secured Ircrd,y shaU remain fully c1fcctivc as if no acceleration had occurred. HOWCl'Cr, this fight to reinstate shall DOl apply in the ease or acceleration under paragraph 17. 19. Sale or Note; CbaDge or Loan Smim-. The Note or a partial interest in the Note (togetber with this Security Instrument) may be sole! one or more times withoul prior notia: to Bonower. A sale may result in a cliarige in the entity (known as the "Loan Scnicu") that collects monthly paymeots due under the Note and this Security InstrumenL There also may be ODe or more tbanses of the Loan Servicer unrelated to a sale of the Note. If there is a ch!ur8e of the Loan Scrviccr, Borrower Will be ~ written notrc:c of tbe cha~ in accordana: with ~apb 14 abO\'C and applicable law. The notia: will stale tbe name and address of the DCW Loa!! Sen;ccr ana the address to which payments should be made. The notice wiD also contain any other informatiOD required by applicable law. %0. Hamnlons SubslDnas. Borrower shaD not cause or ~il the prcscncc, usc, disposal, storag!=, or release or any Hazardous Substanccs on or in the Pro~. Borrower shall Dol do, nor aUow anyone else to do, 8D)1.hing affecting the Property that is io \iolalion of any EnvirODmentil1 uw. The preceding two sentences shaI1 not apply to the prcscnce, usc, or stor .. on ihe Propertv of small quantities of Hazardous Substances Ihat arc generally rccogoiz.cd to tic appropriate 10 normal rc5Idcntial uses and to mainlenance of the Property. (l'8ge 3014) Doc #7552 (03-1:H2j F45503GD .. ... " }) ; i i I I ; i , I ~ ;\ ·1 .. o Borrower shall promptly give Lender written notice oC any imcstigatioll, daim, demand, JaW5Uit nr o!hcr action by any governmental or reglilalory agcDty or ~te party involring the PrClpC!ty and nay Hawdou$ Substance or EuvironDlcutal Law oC whith borrower bas actual mowlcdgC. IC Borrower learns, or is nOtified by nay aovcmmeatal or rcgulatory lIutbority, that :my removal or other remediation oC any Hazardous Substance atrcc:ting the Property IS 1ICCeSS2J}', Borrower shilll promptly take all necessary remedial adious in accordance with Euvironmcntal Law. As used in this paragraph 20, "Hazardous SubslaDcu" arc those substances defmed as loxie or hazardous SUbslaDCC5 by Eavironmental Law iuId the CoUowingsubstanccs: ga5Oline, keroscuc, othcr Rammable or loxic petroleum produCls, loxie pesticides and herbicides, volatile solvents, matcrials containing asbestos or rormaldehyde, and radioaetiYc IDllterials. As used in this paragraph 20, "EuWoDlDcnlal Lavf means federal laws anlilaws or the jurisdictioll ",iK:re the Property is Iocaled that relate to hCalth; SIlCety or cuvironmental protection. NON·UNlFORM COVENANTS. Borrower and Lender furthu covenant and agree as CoUows: . 11. Accderatlon; RaDeclIa. LcDder shall she nollte to BoITIIIftr prior to aaclmltlon following Borrowu's breach of any COvellllDt or BgI'ftIDaat III this Security IDlItrumcot (but not prior to nccdenltJou UDder paragraph 17 UIIIcss appUCllblc Jaw provide.! othcnrbe). The notice slloU sJlfdl): Ca) the default; (b) the actin requJmI to cure the default; (e) a clair, not If35 than 30 days I'rom the dale the notice Is pma to Bol'l'Olm', ." whlcb the default must be cum!; and (d) that l'aIIurc to I3II"C the default o on or before the date IlpedJJed In the nollce may result In aa:derolloo of the IIUIII5 secured by this SecurIty InstrumcDl and sale '" of the Property at puhllt auction at a date not IfSJ than no days 10 the 1Uture. 'Ibe notice shall further Inform IJorrvim' of \be II) righl to reinstate after accelerolloD, the rfaial to bring a court action 10 assert the 1I0a-aIstcDtc of a ddaalt or any other def_ N or IIomJMr to accduallDD and aaJc. and au)' other maHen required to be lnduded In the notlce II)' applkable lIIw.rr the (:) defaaliis Dot curecI OD or before the date spedl1ed In the notice, Leader at lis option may require immediate paJlllcot In roD or '" all SIIIDS sctUm by IhII Securil)' IDlItrumaat without IUrther dCDllllld and am)' Inyoke the pawa' or sale and an)' other remedies N permittat by applicable low. Lender shall be entitled to coUect all apenses Ineurml In punulng the remedies prorided In tbL, ... )JIlI'BI:I'IIph 11, lDdudJD&, but DOt limited to. rcasot:able IUorne,s' fees and costs or Utle evidence. . c-:» If Lender In,oka the pcmcr or !IIIe, Lender !baI1 gin: written notlcc to Trustee or the oceuncncc or lID evenl or default and a) of the Lender's dectlon tl! cause the Property to be sold. Trustee alld lender shall take ncla actIou rcprdIng notice or aa1e nnd sball give nch noUces to Borrcnrer and to other penOIlS as appUcablc law IDB)' ~Ire. Aller the lime required by applicable law ond lifter pllbUcotIon or the DOIlce or aaIe, Trustee, without dCDUllld on 1Iomnftr, ahaII R1J the Propat)' at pull1lc: auctIon to the hlgbest bIdder at tile Ume and place and uuder the lenDS deslpaled In the notice or aa1e lu one or lIIore pIII'Cds and In any order Tnlstee delmuJnes. Trustee lilly postpone aa1e of the Prupcrl7 for a period or pcrfods pmaltted bY applicable Jaw by pubUe DllDOUDttmeut at the time and place Ibed In the DOUce of aa1e. Lender or lis desJpce mil)' purtbase the property at any sale. Tnutce sbaII deilYa' to the purc:haser'l'rustce's clctd conYeJiDB the propcrt)' wl\lulut nay co_t or warranty, GJltcSSrd or hnpUed. The rcdtaIs III tH Trustee's deed shall be prlma fade eYldcoc:c of the trnlh or the IIlatcmCDla made tberdD. Trustee sbaD appl)' the proceeds of the aaIe 10 the following order: Ca} to aD apaases of the aaIe, lududlDg, but not UmIIed to. ren!DDable Trustee's and attorneys' fca; (b) to aD soma secured by this Security lDlItrumaat; and (c) anyl:XllesS to the persou or ptr50DS lega\1)' coUllrd to It or to the clerk or the suptrlor court or the county lu wIaIda the sale took placr. n. JtmmYe)'BDte. Upou paymcut oC all sums sccured by this Security InslnlmcDl, Lender &ball rC9,uest Trustee to reconvey the Property and sha1I 61IrraulCr this Security IDSlnlment and all uotes evidencing debt secured by tJiis Security IDSInImcnllo Trustee. Trustee shall rccoovey the Property without WIIlT8IIty and without charge to the persoD or pcrsDns legally c:ntilled to iL Such person or persoas shall pay any rceordatioll costs. I Z3. Subslltute Trustee. In 8""rchuce with applicable law, Lender may from time to time appoint a successor trustce to ony 1 . Trustee appointed bcreUllder ""ho bas ceased to act. Without coo'f'CJllllce of the property. the 6u=sor trustee shaD sutccCd to aD 1 ;: the tille, power and duties couJ'crrcd UPOD Trustee herein and by 8p~1icab1e law • • . , 14. Use or Pnlpcrt)'. The Property is nol used principally for agricultural or Carming purposes. : '\ 25. Riders to thIII SecurIty IusIn!lllcoL If ODe or more ridc:rs arc execuled by Borrower and recorded t~cr with this Scauity Instrumcut. the COVCllJlllts and agn:cmClll& or each such rider shall bt incorporated into ODd shall amend and 6upplement ,~-:: the c:ovcnanta IIDd agrcemCUIS oC this Securily Instrumcul as if the ridcr(6) were a part 01 this Security lostrumCDL (Check :-, applicable box{cs») . o . Adjustablc Ralc Rider o Graduated Paymcot Rider o BallooD Rider o Othcr(s)(spcciCy) o Condominium Rider o PJaoocd Unit D&:\'Clopmeot RicJcr ORale Improvemcul Rider o 1-4 Family Rider o Biweekly Paymcot Rider o Second Home Rider BY SIGNING BELOW, Borrower accepts and agrees to the terms and COVCIIaolS CODtained in this Security lnsIru.ment and in any ridu(s) cxc:cuted by Borrower and recorded with iL ·SonowW PATRICIA L. BIRINBR .J!omIwet STATE OFWASH1NGTON,, _________ --L~'"""'u.ro:4_lf_- .9-1 for \. LN ACCl': 331-407204-'7 FORM 30CI 09/tD (Page 4 of 4) 000 I7I5S (030130112) F4550tG •• ·····JlJ .. , ..... ~ .. ,! . " w... ,' . . ·r "." "" . ·._---... . ~ c "r=IVED ~ /3 J (). 83 J r PWAJHJDV, ~CORDINGRfJ1.mfDDY JUN 51995 ~ AND1l1IEHREOORIlIDMAlLTO CD NA.\IE r O.E. Cupillll Mongllgc Services, Inc. o AIIIIR£SS Attn: Dianc Codd CD Three E.'Iccuti\"c Campus ~ em' .... '1) STATE L ChclT,. Hill NJ 118034 -.J " ... ~';OUNTY RECORDER al lNt 407204-7 PoollI: SII974A 0430ABCH ______________________ __'SPACEAlIOVETIOSUNEFllRRECOIUl£R'SUSf._. __ Corporation Assignment of Deed of Trust FOR VALUE RECElVED.lllc lUIdcrsignc:d badly gmnts. assigns and IrDIISrcrs to O.E. CAPITAL MORTGAOE SERVICES. INC .• willi address Dt THREE EXEClJTIVE CAMPUS, CHERRY HILL. NJ 08034 011 bcncliciol interest under that cc:rtain Deed ofTrust dated 1212211993 ClCCCUtcd by CLAY S. BENNER and PATRICIA L. BENNER HUSBAND AND WIFE to FIRST AMERICAN TITLE lNSURANCE COMPANY. A CALIFORNIA CORPORATION and rccordedas lnstnum:nt No. 93123028]0 on 12130/1993 in book • orOfficial Rccords in lIIe County RI:cordct's offiee of KINO Washington • describing land IIIcrcin os DESCRIBED IN SAID DEED OF TRUST REFERRED TO HEREIN U'~ ~ ,)00. 00 PROPERTY ADDRESS: 14324 SE I 15TH STREET. RENTON. WA 98059 .TrustDr .Trustee ,pnge County. GETHER \.ith the notc or DOtes therein described or rcl'cmd to. the money due IIlld to become due thaton \.ith interest. and DII rights IICCI1Icd or to IICCI1IC lUIdcr said Deed ofTrusL STATlWF CAI.lfORI\'L\ t'ClI r..T .. OF OR.\I\'GE ss. lin AprOlGIIs.lm beron:= Kan:nWoods LisaM. Weed ~lykau\\n lume (ur pru,'CII 10 me on the basisorsat»liKtoJy O\idcncCl1II be the pmon(s) wh= liliiii0(5) Wan: subscribed 10 Ihe ",Ihin imlrumcnt.nd ",knowledged to nlC tbaI hcI.hcllhcy ClIeCUIed the S4lIIC in hislbcrltbcir 3Utborizcd Clpatil}lieslnndlhat by hislher/tbeir ~tuld.)DQ the iostnuncDt the pmon(s) or Ihe mtity upoD bchaIfor whicb the pmon(s' acItd. ",""uled the instrulDtllL WIlNESS my !wid IIld UfficiuJ'lCll.0 .. _ --'-- Si!lJl3lurc P 7./iAuu.i'XJ(fer I KarmWoods HJIIIIC (l)-pcd or Priolal) Hillary Publie iD lOr said Slate Asst. Sccn:tary KAREN WOODS COMM.1972436 Nola" Pub/It: -Calliomla ORANGE COUNTY ---_.-_ .. _---._--..... • •••••• CSI<At:) ..•••••.••••••••.••••.• ' .••.•.•.•....•• CSB!IL) STATE OFW~INGTON • . CountY 01 JQlfG On this day of JoIarch, 1976, • before· me. tbe undersigned. 8 Notary Public in and for the Stata of Washington. duly commioisioned and sworn. personally .""""red \'iU;UAM B. SUiiSSitNG to me known to be lh. indMdual· tloscrib<i!l in and who ueculed !be fomgoing inlrtruwent. and .. 8cknowl. edRed to _.IIIat he siil!ied'an.d .... Ioid this aaid irurtnlment 88 his fri!e and voluntary tiM and deed fur tho .-and puq>t>iIes ~h.r.ln mentioned. GIVEr; under my band ond official _lthiR Q) -..... ~ ROAD MAINTENANCE AGRERMBNT • 'I'his 'agrcenent a defino tho access rood inprovarent and maiii naoce respalsibllitics of properly ClWIlCrS being served by S.E. 125th Street -...,...,... __________ ,ID privata occeGS rood ~lich connects with 14200 AYemJC S.E. 'llte wJdersigllcd owners, on behalf of thctllGclvcs, their heirs and assiglls . agJ:CC that thcy will participate eqlJollly with eileh other Cor mainteMIlCe concernJ.ng tlte said rood. '11lB WldcrsigTlcd owners ogrC'l that they will maintilin said road in a rcasonolbly gocxl and pilSsaLJlo condition at 011 tiJll!S. /110110 of the undcr- sigllc() will cowt thc rest of thclR or lhe 1allds tlcscdbcd to allY obligation or expenditure cunccrning said rOiR.l wHhuul UlB WlollliJllCJU:I consent of ill tho urx.IersigllCll. givcn in writ.1l1g, prior to incurrillg obligation. '1his agrement Sl~lll be lJiucJing upon the wlC.Iersigncd 1lI-d UlBir successor (MIers of tlte oolow described properties allcJ the rights aIlll obllgaliuns herein shall run with s.:lid lmkl wltil UIC lIuinlcllilliCC oC said roou is assulOl by ooy public ~IICy, at ~I.ich tilll! thls ilyrcDlI!llt shall aulo- uk"1tiC..:JUy tcnnin"·.fl. 'l'iC rights illk) dutics herein Ghal! bi/d these pLlrccls DC Imd "hidl ilre dt!scrllJcd lJclow lJc:;itlc the SiYllolLureG or Cuch of Ute wKlcrsigllcd. Le<Jal Descriptions of 0111 pcoperties involved is attach.,d heretoand incorpocated herein by this reference thereto. D.lted Utis 18th day of JUNE. , 1988• Sl~ by tim property owners using GlJove said rOi)(h / 1.0 f .~~~~~~________ ,R~UT~H~F_I_F_E_R ______________ __ CUrrent Pmpcrty Oomer PARCEL "A": _;.;;.;;;.,=;:....""-"'--_____ ,RICHARD (, SHIR£.EY BRAY CUrrent Property Owner PARCEL "8": Current Proper~y 0I.ner PARCEL "C": ,£.ESTER & BRENDA PIELE CUrren t Property Owner PARCEL "0": ______________ .BEVERLEE MOYE BACKER CUrrent Property Owner PARCEL "E": PARCEL "F": ,BLAINE & JOAN MATKIN ROBERT ~I. PIELE current Property Owner -----------, Current Pcopccty t"ner PARCEL "Gn: ~d;i ~rit~· B T ,. ,. r> . :" . ..... ~ ..... ~ AD. 19d. b.rore me. the und.r~igned. a NOlRry ·! i WllNESS my hand Dnd official seal heretD affi".d th. day and y (Act. ..... ledllJD ... t ..,. fadiridu.J. Plor.eer NIIlJ ..... t Tille laSllron ... eo",paax Form L 28) Page 1 of 2 PARCRL ~: Ruth Fif~r 1~125 SR J25th ~r. 'rho", nilst tRCl ~,~~t of t:,,-, ~()tlth 1/2 or the' "I{H~ll""5~ 011;)rt>~r of t!H~ SOUth~·lP.St: f .. 'uart·~r or th·'" ~nllth;"i1!;t: 0ui)rt~"r of !i;'rtioo ](1, -rown~~io 2] ~!nrth, f!~ng~ 5 ~.W.~., in rin~ :~~unty, ~~~~inoton. PARCEL n: Hi~har~ , ~hirln1 Rr~y 143cr SK 125h ~r The" f"il!=it l~r! fl'·-_~t or th;~ ~·:.··~t t.r~ :'~;lt of t:~l:~ i~t')r!'h ?1£! fr"r-t 0'- ~!orth('!ast QUilrt::'r or !;~~(·t:ion ln, TOrin!,;;,in 21 t-:flrti-t, Nan" .. · 5, i:-. Kinq County, W~~'lingt~ll. That nort ion "f til? ~Jnrt-:' ·~~t r.tI.lrt···r" nf ~hn :':nl1~h.,.···!,t flU., r!"-.I·" of th,... f,~l1th:'ta~t t;Juart·:'r nf ~."", .. :ti(~:-: 1~, ·I'n~·.'n:;~,:i:.> 2~ ~.!., I·!i)nr,. r; F..t-i.M. in r.inn -·:"t)untv, ~':ilshin"t:nn, !'/ir'1'1 !;out:.h ,,,( t'1· ... ~·:CJr:·h '1~ f0;tt; of fic,ir1 stlh,~i'Ji~irIl1 '''In:l \·::·~st of f:i'll' (':_:1!;~ !:"~! ~.-·-··t I')f ~.,ir: suhdi'!i~ion :to-1 P..,!';t of t;, ~ :·: .. ~t L;r; ~ ..... t: :l~ ~;.;li-! -:Oll:l:~i".'i~;i.-,n; ,\fJO !'r.so thflt nnrtil)n n~ "h.' ::outh is r···.,t -If ~:li"~ ~;tl:Jdi·.ri"'.;ion lying p.a!;t nf t"'p :-:."st 21~: :' ".It n~' :~,i'! -;uh,:i"L-;j')n '-Int! ~;.,;;t o! th::-;':;:rs": 1~:' r·~.-:-t: of ~;.,i~! ~lIb;!ivit;nn. 'rn(a:TIIEl? ~':r'n' :\nn ~;;:.'PJf-:-:~ i':~ ;~n I·::t~:·'·a 'rtt. TO" i:1',r .. ~g, ·ct'!' '3~; ~in;l utititi."s;)s r;"rr,r,~.-.. r1 un,l.·r '·u·!it-Drt~ !-·i1· ~!n. ::-.r,:·'Pill·),; , ... n·~ r;.~.!~~ 5""':~. Th."" ~!rJ"!h :~l" ':""l ,':: ~;, ,:!"~~.!.;. -,:-:t :Pt: ....... ···t· ;'l: t·'l.· f""'nt:!-:l' •. i,_.-;t '1l1art!'·,. nf ~h," ~')lIt'h,';p;!-'!\J.lrt.·)' 'Jr ':.-··t· inq 1 't, Tf)'.-:n--;··in '~') "!nrt :" Hi1n.;-:· 'i '":;l!;':, L' .. ~~., it) ~itt·, ~···111"···:·, ·::.1·:·1i:!';··~\I1; !:X .... ;-P·i· ':'1" · .. :~.:;t. 4~C' tol;.t: "h.~r It)T; 'J'(\G!:T!II:U :.·ITH ;·.1,-;··P; n! I'or i:lOt"5~; :,,.,,: "rJr.~.;~ '1uart:-r r'}r t-.h:""' ~·n\lt-!l· ..... ·r;t qUlrt··r ,,= til ~:"tJl .. 1··';'~ 'In'-,rt ·--r f"l! !!"~"'I:ion I'!, ':,n~:"ii.;,in 7:" ';ot~~" l-':I!ll!" :-. i-'.:':."~.' ,1:1: ·:·' ... ~L .. T:H:!? ~·.:ITII ··i1~~.,m·.·"t for r:l.'r .... !-;:.; 'Iu'! ·qr··!;:! ""':"r ":1'" V')!;f :!I t·· t Of f'1.· ';t)U~~l 12t' r· .. , .. t of t!l." ~·!r)rt.'l'·.P;!. q') 'r:-'~r \1: .n"i~n 1:-, ·!'I,· .. .-·!l,-;i\ln :_:~ ~!~r:-rl,. R;"\nrF' r; r..~';.~~ .. , in i: i n~1 C--Hlnt· ./, .·:·l . .;b i n'lt n:l. 'rhi-3 !;outh J2~ f .• :ot· of t:----·, i:nrl.il ~·t~1 .... '1:' n~ t·i, .• ·!()~t:l···~J!:~ nU.lrt:. r o!' th·.""! ~ollth~~ .. --;t-(JUrlrt~"r or t:t,·, ::~ ... '.l·;t;o, ... ,.~. '!!l'''!:'''''r r)~ ;;··{·t.i'):-l I:', l'o\-In!ihin :'1 :lor+:~, l(:UHl ..... ~ !--'l"l~;t, ~.; ••. ~., lit :~il"'v-: · ... OIJ'1!'y, ~'~~s:l!n(l!-nn; ~:XCF.PT t.:"\~, \'!'!.~ ;i~'iI ! ...... ~ "),··r·":·; 'rOCF.'rllF.H \·:r'ru .10 .. 'ar;:'I.:!I1nt for innr· ... !;!; .'In·! ·-"lr·-'s;. n·:·~r t,· ... ~·:'...,~1'::~1 ·~{1 r·:tt)t o~ t'v' Nor'::' ~(I\' • ··.··r ,.,r "'h·· ~:~r~1v'~l:,t 'JIl-,rt-"r o~: ~:'I' Southl;t"st (nl.:lrt---r ot th·· f.nutht-·l!-->t r~uilrt·'r Of ~:·_·~til'ln !~.-, "(")','l!tShip 21 t:nrth, ~,1nn,'" ':\ E.,:;,;, ~~!.~·t., i!1 rinn \.·~!u:-:··Y, !-;1~~litHtt-nn. That portion of th~ ~~5t 145 r·~~t of t;,,,~ ~Jort~~15t q')':t~r of t~l~ Snuth\..re?!;t nUtlrt~'r "f thl~ ~nutht'Jl~t ~tJi'trt:~"r ,..,!" 5ection I!', TO\'/nRhir. 23 N. R.)nC1l~ 5 E:.~.;.~t., ir: Kino C·ounty, \'/a:=;,in'1ton, J~linq 5011t~) I)" th~ Nnrth B(' f,~,'t of r,:1i~i suh..1ivisi":l "n!! ~:orth !'If thl' !'ollth 75 [N't of saH subdivi!;ion EXCEPT thH ;,,:-.rtion :)~ th.' ~'!"!:t. 77P. f,'<,t of said ~uhdivi5ion lyinq south of th~ ~:lrth ~4P ["nt of sai1 5ub:Ji\'ir,ion ilnd f.)(CP.!'':' th? \,:"sl 16\' :, .. ,t of t!V' <;outh If!' r.-",t of the North HO r~(>t of l-'.'li1 r,uhllivision. PARCr.L G: 1I,:'nry ~n..:l r • .-lVr,rnp i·'·',1'! 12,124 142n,1 , ........ ~. 51': ThD South 140 f0Qt of th~ north 23P ~~~t of th~ ~a5t half of the South'oIpl>t ,!lIilrt<:'r of thr! North"''''st qll"rt,'r of th ... South·,lest quarter of the SouthQast quarl£rj EXCr.P'l' t.h., \'/t>!>t 25 !~E't thprcof; and the< \'IF>st 25 [et>t of the Southcar,t C'\lIilrt.~r of tht;' Nort::",:,?st quarter of thD South\o.'Cst qual'tcl' I)f t:he South'_'ast Cfuart~r; F.XCF.PT; th~ NOl'th 2]0 fDPt of said SUbdivision; ALL in Section HI, Township 23 North, R'ln-:w 5 E.l>l.I-I._ in Kinq County, Wilshington. Page 2 of 2 I I I i i j I 1 j i 1 ~ j J ! i CERTlFICAlE WHEN RECORDED RETURN 10: r. ,the l!~~:;:Tsigned, ~ Clerk of the Office of th~ city d~'r1c. Renton Munk~;~1 buiiding 200 M~yenul: South Rent0"l'VA 9110M ~ City of ~enton, W3:ir.il'lgton, 'that this is a true and correct copy of, !. o .. tt_:-~ Subscribed and ~ (.') ~ ,L:.: U'l ...... c; c:::> 1..: .. 1 -----" ---. ' , . -~ •• J •• -. CITY OF RENTON, WASHINGTON ORDINANCE NO. 4612 All OJlDnmBCE OF 'fIIB CITY OF, RENTOH r WASllIlIrGTOIT, ES'1'ABLZSllIlllG All ASSESSKBNT DISTRICT POlt SARITARY SBWBR. SBRVl:CB Dr A PORTION OF THE SOUTH lI:IGBLANDS, BKATBEJil DOWBS, AND lIAPLBWOOD SUB-BASDlS AND BSTABLISHllIG TBE AJIOtJNT 0:1' THE CBARGB tJPO~ CONNECTION TO THE 17ACILITZKS. THB CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS; SECTJ:ON' Z. There is hereby created a Sanitary Sewer Service Special Assessment Distr~ct for the area served by, the Bast Renton Sanitary Sewer Intercepto~ in the northeast quadrant of the City of Renton and a portion of its urban growth area within unincorporated King County, which area is more particularly described in Exhibit "'A'" attached hereto. A map of the service area is attached as Exhibit -B.-The recording of this document is to provide notification of potential connection and interest charges, While this connection charge may be paid at any time, the , City does not require payment until such time as the parcel is connected to and thus benefiting from the sewer facilities. The property may be sold or in any other way change hands without triggering the requirement, by the City, of payment of the charges associated with this district. SICUOIJ :I.I. Persons connecting to the sanitary sewer facilities in this Special Assessment District and which properties ..., :!S .... ru -• CIt .... C1' rl- C -~ ~ x ..... ~ ! "" ,.., B ~ en ~ ...., !;. r.> I ~ ~ ~ I 8 1 I ii ! I I i & j ) • . i i ., ! . t J , I I ORDINANCE 4612 have not been charged or assessed with all costs of the East Renton Sanitary Sewer Interceptor, as detailed in this ordinance, shall pay, in addition to the payment of the connection permit fee and in addition to the system development charge, the following additional fees: A. Per unit Charge. New connections of residential dwelling units or equivalents shall pay a fee of $224.52 per dwelling unit and all other uses shall pay a unit charge of $0.069 per square foot of property. Those properties included within this Special Assessment District and which may be assessed a charge thereunder are included within the boundary legally described in Exhibit "AN and which boundary is shown on the 'mz~ attached as Exhibit "B.N SECTION II1:. In addition to. the aforestated charges, there shall be a charge of 4.11% per annum added to the Per Unit Charge. The . interest charge shall accrue for no more than ten (10) years from the date this ordinance becomes effective. Interest charges will be simple interest and not compound interest. SECTZOB IV. This ordinance shall be effe,ctive upon its passage, approval., and thirty (30) days after publication'. PASSED BY THE CITY COUNCIL this·1Qth day of ___ J==un~e=-__ ~L~ 1996. Clerk :2 E t: ~ i I I I I I i I , I J i ! i •• -.1 - OltDlNANCE 4612 APPROVED BY THE MAYOR this 10th day of __ J_ll __ n_e __________ , 1996. Jes e Tanner, Mayor App;~t:::::~~ Lawrence J . Warren, City Attorney Date of Publication: 6/14/96 ORD.576:5/20/96:as. 3 I i ~ I I I I , : i t 1 Exhibit A LEGAL DESCRIPTION OF THE SPECIAL ASSESSMENT DISTRICT FOR THE CITY OF RENTON -EAST RENTON INTERCEPTOR Portions of Sections 8,9, 10, 11, 14. 15, 16. 17.21 and 22 all in Township 23N, ~e 5E W.M. in King County, Washington Section 8, Township 23N, Range 5E W.M. All of that portion of Section 8. Township 23N, Range 5E W.M. 1yIng East of the East right-of-way line of SR-405 and South of the following described line: Beginning at the intersection of the East line of said Section 8 with the centerline of NE 7th Street: thence Westerly along said centerline of NE 7th Street to its intersection with the centerline of Sunset Boulevard NE; thence Northerly along the centerline of Sunset Boulevard NE to the North line of the Southeast ~ of said Section 8; thence West along said North line to the East right-of-way line of 8R-405 and the terminus of said line . . Section 9, Township 23N, Range 5E W.M. All of that portion of Section 9. Township 23N, Range 5E W.M. lyJng South and East of the following descrtbed line: . Beginning on the centerline ofNE 7th Street at its intersection with the centerline of Edmonds Avenue NE; thence Easterly along the centerline of NE 7th Street to its intersection with the centerline of Monroe Avenue NE; thence North along said centerline to the South line of the Northeast % of said Section 9; thence East along said South line to its intersection with the centerline of Redmond Avenue NE; thence Northerly along said centerline to its intersection with the centerline of NE 10th Street; thence East along said centerline to the East line of said Section 9 and the terminus of said line. SectIon 10, Townshlp23N, R.ange 5EW.M. All of that portion of Section 10, Township 23N, Range 5E W.M. lying Southerly and Westerly of the following described line: . Beginning on the West line of Section 10 at its intersection with the North 1ine of the South ~ of the Norfu lh of said Section 10; thence East along said North line to itS intersection with the centerline of 14200 Avenue SE; thence Southerly along said centerline to its intersection with the North line of the Southeast lA of said Section 10; thence East along said North line to its intersection with the East line of said Section 10 and the tennlnus of said line. I I t t I -t e ..... W."=h. -. --e" Legal Description of the Special Assessment District for the City of Renton -East Renton Inter~tor Section 11, Township 23N, Range 5E W.M. All of the Southwest 't4 of Section 11. Township 23N. Range 5E W.M .. Section 14, Township 23N, Ran~ 6E W.M. Page i 0/3 All of that portion of Section 14. Township 23N. Range 5E. W.M. described as follows: . . All of the Northwest 1A of said section, together with the Southwest ¥.l of said section. except the South Ih of the Southeast Vi of said Southwest 1A and except the plat of McIntire Homesites and 1h of streets adjacent as recorded in the Book of Plats, Volume 58, Page 82. Records of King County. Washington. and except the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River Five Ar.re Tracts as recorded in the Book of Plats, Volume 16, Page 52, Records of King County. Washington. less ~ of the street abutting said portion of Tract 6. Block 1. and less Tract 6, Block 2 of said Cedar River FiVe Acre Tracts, less 112 of the street adjacent to said Tract 6, Block 2, and except the South 82.785 feet of the East 150 feet of Tract 5, Block 2 of said Cedar River Five Acre Tracts and less lh the street adjacent to said portion of Tract 5. Block 2. Section 15, Township 23N, Range 5E W.M. All of that portion of Section 15. Township 23N. Range 5E. W.M .• except the. Southwest 't4 of the Southwest 1A. of the Southwest v.. of said section. Section 1~ Township 23N, Range 5E W.M. All of thatportlon of Section 16, Township 23N.Range 5E W.M .• except that portion of the Southeast 1,4 of the Southeast 14 of the said Section 16ly:ing ~t of the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of Plats Volume 39. page 39. Records of King County Washington and its Northerly extension to the North line of said Southeast 't4 of the Southeast v.. of the said Section 16 and except that portion of said section lying Southerly of the Northerly right-of-way line of SR-169 (Maple Valley Highway). t Section 17, Township 23N, Range 5E W.M. ,- All of that portion of Section 17. Township 23N. Range 5E W.M .• lying Northeasterly of the Northeasterly nght-of-way of SR.-169 (Maple Valley Highway) and Easterly of the East right-of-way line of SR-405 less that portion lying generally West of the East and Southeasterly line of Bronson Way NE lying t ----------------------------------------------------- I • · i 1 · I ..•... . =-.-==.--.. Legal Description of the Spedtll Assessment District for the City of Renton -East Renton Inferceptar Page3of3 between the South line of the NE 3rd Street and the Northeasterly margin of SR- 405. Section 21, Township 23N, Range SE W.M. All that portion of Section 21. Township 23N. R 5E,W.M. lying Northeasterly of the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of the .East line of the Plat of Maplewood DMsion No. 2 as recorded in the Book of Plats. volume 39, page 39. Records of King County. Washington. Section 22, Township 23N, Range SEW.M. All of that portion of Section 22. Township 23N. Range 5E W.M. described as .. follows: .All of the Northwest 1A of the Northeast 'A of said Section 22 lying Northerly of the Southerly line of the Plat of MaplewoOf:i Heights as recorded in the Book of Plats, volume 78. pages 1 through 4. Records of Ring County. Washington. : Together with the North 227.11 feet of the west 97.02 of the Northeast 'A of the Northeast 'A of said Section 22. I I I i I • ! ;-.. i ~ i :_, ;Of ...... ' •••• Exhibit B EAST RENTON INTERCEPTOR Special Assessment District Boundary -1:24,000 e SANITARY SEWERS + .. +~Worb ~ Chrisfenlen,MacOnie.Vi~ 20 May 1996 ------City Limits £ZT.J..LI Special Assessment District e e AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN City of Renton Development Services Division 1055 South Grady Way, Renton, WA 98055 Phone: 425-430-7200 Fax: 425-430-7231 STATE OF WASHINGTON ) ) COUNTY OF KING ) __ .....I(I __ Tba..L.--=~~~"-=So!...-_--'FZ,.~h~S:fe-'--"=o.L.C_-----------" being ... first duly sworn on oath, deposes and says: 1. On the ;I day of Ikr ' ~, I installed "'~e. public information sign(s) ,qnd . plastic fi r box on the property located'at .5'.;)./8' r{,E:. 5 t:b jJ L ,for the following project: 8el1ter .:s~,..+ PIJ Project name I-.a ~d/htn Delle lopmeYL± Grouf)~ o erName 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) waslwere constructed and installed in locations in conformance with the requirements of Chapter 7 Title 4 of Renton Municipal COOe. C~ .. 24&: Installer signa~e SUBSCRIBEDANDSWORNlobef~~::r ,$)9::>< N TARY PUBLIC in and for the State of Washington, residing at y commission expires on )...:-tq~2{J1>(o Q:\ WEB\PW\DEVSERV\Fonns\P\anning\pubsign.doc08/27/03 • rnst{Jller; Insfructi'OQ$; -- ,'" I -. USO-"~x4·x 1Z:PO$T$' . --.:=;j~~~.~~T$.WJWAsHefi$· )4" r -;'~~~~;' .. ----. " >-, •• J:JSefl64~ ~G,_, .-'~'~'~~~~; , ···\,:::;~;~=,it~tt+~ CAS~. Q:\WEB\PW\DEVSERV\Forms\P\anning\pubsign.doc08/27/03 o ,,-'. .. ~ ," : --0 N :.. ... : ."=-.. " 4, ':b ~ ,":..-- .-~.-:' . .. ' " ......... .:. Printed: 09-19-2005 Payment Made: .r:ITY OF RENTON .. 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA05-113 09/19/2005 02:46 PM • Receipt Number: R0505121 Total Payment: 1,000.00 Payee: Thomas C Foster and Gerald L Stump Current Payment Made to the Following Items: Trans Account Code Description Amount 5008 000.345.81.00.0004 Binding Site/Short Plat 1,000.00 Payments made for this receipt Trans Method Description Amount Payment Check 1687 1,000.00 Account Balances Trans Account Code Description Balance Due 3021 303.000.00.345.85 Park Mitigation Fee 5006 000.345.81.00.0002 Annexation Fees 5007 000.345.81.00.0003 Appeals/Waivers 5008 000.345.81.00.0004 Binding Site/Short Plat 5009 000.345.81.00.0006 Conditional Use Fees 5010 000.345.81.00.0007 Environmental Review 5011 000.345.81.00.0008 Prelim/Tentative Plat 5012 000.345.81.00.0009 Final Plat 5013 000.345.81.00.0010 PUD 5014 000.345.81.00.0011 Grading & Filling Fees 5015 000.345.81.00.0012 Lot Line Adjustment 5016 000.345.81.00.0013 Mobile Home Parks 5017 000.345.81.00.0014 Rezone 5018 000.345.81.00.0015 Routine Vegetation Mgmt 5019 000.345.81.00.0016 Shoreline Subst Dev 5020 000.345.81.00.0017 Site Plan Approval 5021 000.345.81.00.0018 Temp Use or Fence Review 5022 000.345.81.00.0019 Variance Fees 5024 000.345.81.00.0024 Conditional Approval Fee 5036 000.345.81.00.0005 Comprehensive Plan Amend 5909 000.341.60.00.0024 Booklets/EIS/Copies 5941 000.341.50.00.0000 Maps (Taxable) 5954 604.237.00.00.0000 Special Deposits 5955 000.05.519.90.42.1 Postage 5998 000.231.70.00.0000 Tax Remaining Balance Due: $0.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,. Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055-3232 DEED OF DEDICATION Project File #: Property Tax Parcel Number: Street Intersection: PLAN REVIEW CITY OF RENTON JUl f 2 2007 RECEIVED Reference Number(s) of Documents assigned or released: Aaditional reference numbers are on page __ . Grantor(s): Grantee(s): \. \. City of Renton, a Municipal Corporation LEGAL DESCRIPTION: (Abbreviated or full legal must go here. ,Additional Jegal on page ) . , . 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. This dedication is required as a condition for deveiopment of property. ' IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Approved and Accepted By: Grantor(s): Grantee(s): City of Renton . Mayor City Clerk INDIVIDUAL FORM OF STA TE 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 hislher/their free and voluntary act for the uses andpu'Tposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: DEED.DOC Page I ., , I DEDICATION LEGAL DESCRIPTION THAT PORTION OF THE FOLLOWING DESCRIBED PROPERTY: THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT THE WEST 480 FEET THEREOF. BEGINNING AT THE SOUTHEAST CORNER OF THEREOF; THENCE NORTH OD13'15" EAST 120.04 FEET; THENCE NORTH 88D20'35" WEST;30.01 FEET; THENCE SOUTH 0°13'15" WEST 86.69 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET; THENCE ALONG SAID CURVE 39.90 FEET THROUGH A CENTRAL ANGLE OF 91°26'02"; THENCE NORTH 88°20'43" WEST 125.46 FEET; THENCE SOUTH 0°11'06" WEST 7.71 FEET; THENCE SOUTH 88°20'35" EAST 181.10 FEET TO THE POINT OF BEGINNING; --• '~ ~ ~~ ~ ~: I ~ . ~ Co ~ ~ C'J d C""4 k; 0.. -~ l'Itj. r~ ~ "'-IN ~~, ::..,rv .~ ~~ ~~ J -'" .... '.0, p -__ t __ . PARCEL NO. 1023059308 151. ,.t 181.18~ en co u:i 00 THIS PORnO~ TO BE DEDIcATII liliES CITY OF RE~O~ FOR ROAD tV 4 !'-. - 8t.10 NE 5TH-PLACE -N 88'20·4.3· W ---- 30.01 ~ - _t_I ___ ~· ~~ ~I~I lLjlS ""')I~ JOB NO. 07099 SCALE, '*=30' EXPIRES: 5 1).4. IMII Mead Gilman & Assoc. Professional Land Surveyors • ~ P.o. BOX 289. WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAXt (425) 486-6108 " Sil'ATE Oy"WiU!iU!lGlroN • • CD!mtY 01 lURG' . On this . Mar.oh. 197~ • " "' •. " .(sEA'L1 • before·me. the undersigned: . 8 Notary Public In and fOr the S~ata of Waahi .... on. duly c:omnliSaioned and 8w..m..personally apPIIllred ~AM B. BUSSi:NG . to me koown to be the indi\'i<\iIaJ" d~ in and who ex"",,1ed theroregoing instrument. ~nd.8c1"IOWl· edged to "",·tbat he .r~a!ld fiIIIIltd.&his IBid inau-ument "" his f"",aml'voIuntary lict . .and deed fur tho _ and purp1lies-t-hemn ",enaoned. GlVEl{ IU1der my Iw1d"and official _II .... ') REPORT & DECISION REPORT DATE: Project Name Owner/Applicant Contact FUeNumber Project Description Project Location ,( Project Location Map City of Renton Department of Planning / Building / Public Works ADMINISTRA TIVE SHORT PLA T REPORT & DECISION : September 28, 2006 Benner Short Plat langley DeveJopment Group 6450 Southcenter Blvd. #106 Seattle, WA 98188 Darrell Offe . OffeEngin~ 13932 SE 159 Place Renton, WA 98058 '. LUA-Q5-113, SHPL~A 1 P1Djec:t Manager I. Valerie Kinast. Associate Planner The applicant, langley Development GrouP. Inc. is requesting Administrative Short Plat approval of the subcflVision of an existing 21.739 square foot (0.50 acre) lot into 3 lots. The zoning designation is Residential-8 (R-8) dwelling units per acre and the resulting density . would be 7.69 dulacre. The existing single-family residence-and~rage would be removed as part of this short pial Lot 1 would have access from NE Place, and Lots 2 and 3 would have access from the extension of Jericho Rd. NE. There are no known critical' areas on the ·site. 5218 NE 51h Place N t SHPI..RPt 0S-11.1doc: City 01 Renton PIBIPW Department Administrative Land Use Action REPORT AND DECISION DATED Septam~r 28, 2006; PROJECT WA-05-113. SHPL-A B. -GENERAL INFORMATION: 1. Owners of Recont 2. Zoning Designation: Langley Development Group 6450 Southcenter Blvd #106 SeattJe, WA 98188 Residential -8. dulac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) Page 2 4. Existing Site Use: The site has a single-famHy residence and garage proposed to be removed. S. Neighborhood Characteristics: . North: Single Family Residential (R-8 zoning) East: Single Family Residenticll (R-8 zoning) South: Single Family Residential (R-8 zoning) West: Single Family Residential (R-8'zoning) 6. Access: 'NE 5th Place and extension of JeriCho Ave. NE . 7. Site Atea: .21.739 square feet/O.50 acres C. HISTORlCALlBACKGROUND: ~ Comprehensive Plan Zoning Annexation D. PUBUC SERVICES: Land Use File No. NIA NlA NlA Ordinance No. 5099 5100 ·4924 1. Utilities . Date 11/0112004 1110112004 121051200.1 Water: The proposed project is within the water service area of Water District ~O (WD· 90), The applicant submitted a Certificate of Water AvaitabUity from KC. Water Distrid #90. The prOposed project is located outside an Aquifer Protection Zone .. Sewer: There is an 8-inch sewer main on Jericho Ave NE (SEcomer of.tile projed site). There is also. . an 8-inch sewer main along NE 5th Place. Surface Water/$torm Water: A storm drainage plan and drainage report was provided. The applicant is proposing dry wells for the individual lots. This project drains to the Maplewood Creek sub- basin . . Streets~ 28 flof pavement is in place along NE 5" Place. 2. Fire Protec:tlon: City of Renton Fire Department E. APPUCABLE·SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts . Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter 4 Property Development Standards Section 4-4-030: Development Guidelines and Regulations 3. Chapter 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum standards . SHPLRPT 05-113.doc City of Renton PIBIPW Department Administrative land Use Action REPORT AND DECISION DATED September 28,2006: PROJECT LUA-CJ5.113,SHPL-A Page 3 SectIon 4-7-150: Streets-General Requirements and Minimum Standards . Section 4-7-170: Residential Lofs.Generai Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria F. APPUCABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Bement -Residential Single Family 2. Community Design Bement G. DEPARTMENT ANALYSIS: 1. Protect Descriptlon/Backaround The applicant, Langley Development Group. is proposing to subdivide an existing lot into three new lots for eventual construction of detached si~le-familyhouses. The proposed lot is O.So-acre (21.739 square feet) and zoned Residential -8 dwelling units per acre (R-8). An existing single-family house and garage would be removed. The lots would be between 5.058.8 sq. ft. and 6,190.4 sq. ft. The pro~1 for the eventual development of a three-lot subdivision, with deductions for dedication of right-of-way on NE !f' Place and Jericho Ave. NE. would have a net density of 7.69 dwelling units/aaa. The topography of the subject site is generally flat, with AIderwood series soils. The applicant submitted a conceptual landscape plan with proposed street trees and two new trees per lot 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 the report . 5. ConSistency Short Plat Criteria Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision·makers in the review Of the shOrt plat a) Compliance with the Compreh8nslve Plan Designation SHPLRPT05-113.doc The site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use . Map'. Lands in the RSF designation are intended to be used' for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger . subdivision, 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: Policy LU-147. Net development densities should fall within a range of4.0 to 8.0 dwelling units per acre in Residential Single Family neighbortroods. The proposed project for three lots would arrive at a net density of 7.69 dwelling units per net acre, which is within the allowable density range. Policy LU-148. A minimum lot size of 5,000 square feet shofIld be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in singJ&.famiJy designations. AOowa reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The City of Renton PI8IPW Deparcrn.nt , AdrninJ$tratiya Land Use Action REPORT AND DECISION DATED September 28, 2006; PROJECT WMJ5.113, SHPL-A Page" minJmum /at size is not intended to set the standatrJlor density In the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. . The proposed project site is less than an aae (21,739 sq. fl or 0.50 acre). AD of the proposed lots are equal to or exceed the minimum lot size of 5,000 square feel Policy LU-152. SingJe-family lot size, lot width, setbacks, and impervious surface should be sufficient to allow private open space, landscaping to provide bufferslprivacy without extensive fencing, and sufficient area for maintenance activities. ' The proposed new lots would meet the required lot size, width, and setbacks to create sufficient front. rear: and side yard areas. Policy LU.;154. Interpret.development standatrJs.to suppori new plats and ;nfill project designs . incorporating street locations, lot configurations, and building envelopes that address privacy, and quality of life for existing residents. " / The site would be divided into three rectangular lots that are similar in size. orientation and building envelopes to other development in the neighboring area. Approval of this application would not decrease ~ quality of life for residents in the immediate vicinity. Polley CD-12. Infillclevelopmenf. defined as new shott plats of nine or fewer lots, should be e~1ag8d in order to add variety. updated housing stocIc, and new vitality to neighborhOOds. The proposed short plat would subdivide an existing lot into three lots. The existing residence would be removed, thus allowing two new single-family dwelJings to be constructed. which will update the housing stock in the existing neighborhood. b) Compliance with the Underlying Zoning DesIgnation SHPLRPT ~113.doc The, subject site is designated Residential -8 Dwelling Units per Aae (R-8) on the City of Renton Zoning Map. The proposed development would allow for the future construction of u,ree new single-family dwelling units with the removal of the existing single-farnily structure and garage. 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. Net density is calculated after the deduction of sensitive areas; areas intended for public right-of--way, and private access easeme~ts. The short plat would require dedication of approximately 4,768.7 sq. ft.ot public right-of-way. resulting in a net site area of 0.39 acres. Based on three lots. net density would be 7.69.(3 unitslO.39 acres) dwelling units per acre. which is within the aUowable density range for the R-8 zone. The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and 20 feet for an attached garage. side yard is 5 feet. side yard along a street is 15 feet for the prim~ry structure and 20 feet for an· attached garage ~ the rear yard is 20 feet. The allowed lot dimensions for the R-8 zone are minimum lot width of 5O.foot for interiOr lot. 60- foot for comer lot and minimum lot depth of 65 feel As proposed. lots 1 and 3 are interior lots with , a width of 50;02 feet and a depth of ' over 100 feel Lot 2 is a comer lot. It is 62.27 feet wide and over 100 feet deep. All lots comply with lot dimension requirements. The allowed building lot coverage in the R-8 zone is 35 percent or 2.500 square feet' whichever is greater for lots over 5.000 'square feet in size and lots 5,000 square feet or less' are allowed a ' maximum of 50 percent lot coverage. The existing residence and garage would be removed as a condition of the short plat approval. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the fmal short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. The lot coverage for the new lots would be verified at the time of building permit review. The parking regulations required that detached or semi-attached dweUings provide at minimum of two off-street parking $paces. As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements will be verified at the time of building pennit review, city of Renton PI8IPW Department Administrative land Use ActIon REPORT AND DECISION DATED September 28,2006: PROJECT LUA-45-113, SHPL~ Page 5 c) Community Assets The City's landscape code (RMC 4-4-(70) requires all short plats to provide a 5-foot landscaped strip in the front yard area of lots that abut a public right-of-way. The applicant will be required to install a 5-foot landscaped strip along the frontage of NE 511t Place and Jericho Ave. NE within the proposed lots. In addition, the applicant win be required to plant two ornamental trees, a minimum caJiper of 1-112 inches (deciduOus) or 6 -0 feet in height (conifer), within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted as part of the . proposed land use application showing the two new trees per lot The 5-foot landscape strip was not shown. Staff .recommends that as a condition of short plat approval the applicant be required to submit a detailed landscape plan, which includes the items listed in the defmition of detailed landscape plan In RMC 4-8-1200(12). The required landscape areas must be irrigated or use of drought-resistant plants. . d). Compliance with Subdivision RegulatJons streets: The proposed short plat is anticipated to generate. additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approvaf be· placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily trip attributed to the project. One new lot (credit given for the existing residence) is expected to generate approximately 19.14 (9.57 trips x 2 lots) new average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x 19.14 trips = $1,435.50) and is payable prior to the recording of the short plat. S/ocks: No new blocks will be created as part of the proposed short plat. , Lots: The ~jze, shape, orientation, and arrangement of the proposed lots comply with the requirements of· the Subdivision Regulatlorls and the development standards of the R-8 zone.· Each lot is rectangular in sh~; Lot 1 is oriented to NE fl' Place and Lots 2 and 3 are oriented to Jericho Ave. NE. I The minimum lot size' for parcels less than one acre in the R-8 zone is 5,000 square feet With lot . sizes ranging between 4,812 sq. ft. and 5,895 sq. ft., the proposed short plat meets the minimum . lot size requirements. . ' The· dimensions of the proposed tots meet the minimum width and. depth requirements (see discussion under Compliance with the Undet1ylng ZDnlng De$lgnation) and are compatible with other existing lots in this area under the same R-8 zoning classification. In addition, the lots appear to contain adequate buDding areas for the construction of suitable single-family residences when taking setbacks and lot coverage requirements into consideration. These requirements win be r~viewed at the time of building permit application. The size, shape, orientation and arrangement of the Proposed lots comply with the requirements of the SLibdivision Regulations and the DeVelopment Standards of the. R-O zone. . e) Reasonableness of Proposed Sounc!aries Access: lot 1 would front onto NE 5th Place. and lots 2 and 3 would front onto Jericho Ave. NE. Topogl'llphy: The topography of the subject site is generally flat. Relationship to Existing Uses: The properties surrounding the subject site are single-family residences and are designated Residential - 8 Dwelling Units Per Acre (R-8) on the City's zoning map. The proposal is for two additional lots, which complies with the density allowed in the R-8 zon~. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourages residential infill development f) Ava.llabillfy and Impact on PublIc SetVices (Timeliness) SHPLRPT 05-113.doc Police· and Rre: Police and Fire Prevention staff indicate that SuffICient resources exist to furnish SeMces to the proposed development, subject to the concfjtion that the applicant provide Code required improvements and fees. A FlJ'e Mitigation Fee, based on $480.00 per new single-family lot with ,credit given for the existing single-family residence, is recommended in order to mitigate the City of Renton PI8IPW Deetment Administrative Land Use ActIon REPORT AND DECISION DATED September 28. 2006; PRo.JECT LUA-05-113,SHPL-A Page 6 proposal's potential Impacts to City emergency services. The fee is estimated at $976.00 ($488.00 x 2 new lots = $976.00) and is payable prior to the recording of the stlort plat " Schools: According to the Draft Environmentallmpad Statement for the City of Renton land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed short plat:would result in a maximum of one additional student (0.44 X 2 Jots = 0.88 rounded up to 1) to the local schools (Maplewood Hei,ghts Elementary, McKnJght Middle School and Hazen High School). It is anticipated that the Renton School District can accommodate any additional students generated by this proposal. storm Wafer. Due to downstream flOoding and erosion problems in the area, staff recommends that the projed comply with the 1998 KIng County Surface Water Design Manual level 2 standards for both detention and water quality. The applicant has submitted a drainage reparttitled Reporl- Umited Hydrological Services, Roof Drainage and Infiltriltion. completed by Icicle Creek Engineers. dated August 29, 2006, addressing storm water drainage design. Staff JeCOmmends that the applicant be required to follow the recommendations ' found in the report as a condition of short plat approval. A code modification has been granted to restrict the maximum Impervious area per Jot to 3.500 sq. ft. with the condition that this be placed on the face of the short plat prior to recording. A copy of the modification is attached to this report. A Surface Water System Development Fee is required upon development of'the site, and will be charged at the current rate of $759.00 per new single-family lot The fee is payable prior'to the issu;mce of the utilitY construction permit To ensure the up~eep of the proposed stormwater facilities, staff recommends as a cotidition of the short plat approval, the applicant establish a ' , Home Owner's Association or a maintenance agreement to maintain the stormwater facilities. Additionally. to control the runoff impad'during site preparation and grading, the applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed ' pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, ouUined in Volume U of the 2001 Siormwater Management Manual and provide staff with a Construction MHigation Plan prior to Issuance of Constniction permits. This condition shall be subject to the review and approval of the D~velopment Services DMsion. Water and Sanitary Sewer Utilities: The site is within the water service area of Water District 90 (WO 90). The applicant has submitted a certificate of water availabDity from WO 90. The required fire flow for single-family residences is 1,000 gpm, and a fire hydrant is required to be located within 300 feet of all single-family residence. A water service line to' the two new lots shall be provided. New water service stubs to each lot must be installed prior to recording of the short plat. There a~ 8-inch sewer mains lated in Jericho Ave.NE and NE 5~ Pl.. The sewer line must be extended along the extel'lsion,of Jericho Ave. NE. The proposed short plat shaH provide separate side sewers stubs to each building lot. No dual side sewers are aHowed. Each new lot must be served with an individual side sewer at a minimum slope of 2 percent Sewer stub-outs must be installed prior to the recording of the short plat. A System OeveiopmentChar.ge of $1.017.00 per each new lot is required; The site is also subject to an'East Renton Special Assessment ,District fee. These fees are payable at the time of issuance of a utility construction permit with credit given for ~e existing residence. H. Rndings: Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Benner Short Plat, File No. LUA"()5-113. SHPL-A. 2. Application: The applicanrs short plat application complies with the requirements for information for short plat review. The applicant's short plat plan and other'project drawings are contained within the official land use fde. SHPLRPT05-113.doc City of Renton PIBIPW Department REPORT AND DECISION DAlED September 28. 2006: PROJECT WAo05-113, SHPL-A Page 7 3. Comptehensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Single Family (RSF) land use designation. 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential Single Family - 8 (R-8) zoning designation,· provided aU advisory notes and conditions of approval are compiled with. . 5. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided aU advisory notes and conditions are complied with. . . 6. Existing Land Uses:. Land uses surrounding the subject· site indude: North: Residential Single Family (zoned R-8), East: Residential Single Family (zoned R-8); South: Residential Single Family (zoned R·8); and West: Residential Single Family (zoned R-8). 7. Setbacks: The setbacks for future development on the proposed lots would be evaluated based on the standards applicable to lots along streets existing as of March 1. 1995. The front yard setback of proposed Lot 1 would face NE ~ Place, and that of Lots 2 and 3 would face Jericho Ave. NE 8. System Developm.,.' Chalges: A Water System Development Charge, a SUfface Water System Development Charge and a Sewer System Development Charge. at the current applicable rates, will be required for the each new single-famDy residence as part of the construction permit. , 9. Public Utilities: The applicant wKI be required to install individual sewer and water stubs to serve the new lots. I. Conclusions: 1. The subject site is located in the Residential Single FamRy.(RSF) comprehensive plan designation and complies wHh the goals and policies established with this designation. 2. The subject site is located in the Residential - 8 Owening Units Per Aae zoning c:k>signation and complies with the zoning and development standards established with this designation provided aU advisory notes and conditions are complied with. 3. The proposed three lot short plat complies with the subdivision regulations as established by City COde and state law provided aU advisory notes and conditions are compiled with. 4. The proposed three lot 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. J. DECISION: The Benner Short Plat. Fde No. LUA-05-113, SHPL-A. is approved subject to; the following conditions: 1. The applicant shall obtain a demolition permit and complete aD inspections and approvals for all buildings located on the property prior to the recording of the final short plal The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. The applicant sh8u pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. . 3. The applicant shall comply with the recommendations contained in the "Limited Hydro geological Services -Roof Drainage InfiltrationD report, dated August 29, 2006. 4. The applicar1t shall pay the required Fife Mitigation Fee based at the rate of $488.00 per new single- family lot with aedit given for the existing residence. The Fire Mitigation Fee shaD be paid prior to the recording of the short plat. 5. Due to downstream flooding and erosion problems. staff is recommending a condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention . (Level 2 flow control) and water quality improvements. 6. A homeowner's association or maintenance agreement shall be created concurrendy with the recording of the plat in order to ~~blish maintenance responsibilities for this development A draft of SHPLRPT 05-113.doc city of Renton PIBIPW Department Adminisntlve Land Use Action REPORT AND DECISION DATED September 28. 20GB; PROJECT,WMJ5-113. SHPL~ . Page 8 the d~ment(s), if necessary. shall be submitted to the City of Renton Development Services Division ~~[eVJeW and approval by th~ City Attorney and Property Services section prior to the recording Qfthe 7. The applicant shaD be requirec:i to provide a Temporary Erosion and SedimentaUon Control Plan (TESCP) designed pursuant to' the Department of Ecology's Erosion and Sediment Control ~uirements, ~Uined. in Yolume II ~f the 2001 Stormwater Management Manual and provide staff WIth a Construction Mitigation Plan pnor to issuance of Construction permits. This condition shall, be subject to the review and approval of the Development Services Division. ' " . DATE OF DECISION ON LAND USE ACTION: SIGNATURES: Gregg A. ~ _ , PIBIPW Administrator TRANSMITTED this 28th day of September, 2006 to the Owners/Applicants: Langley Development Group 6450 Southcenter Blvd #1 06 Seatlle,WA 98188 TRANSMrncD this 2f!t day of SePtem~ 2006 to the Contact Darrell Offe Offe Engineers 13932 SE 159111 Place Renton, WA98058 , " ' TRANSMITTED this 2'" day Of September, 2006 to the Parties of Record: NlA TRANSMITTED this 21f' day of September, 2006 to the following: Lany Meckling, Building OfficIal Stan Engler, rue Marshal Neil Watts, DtweIopment Servttes Dif9dor Jennifer Henning, Principal Planner ' Jan Conklin, Development SentIces Carrie Olson. Development Services South County JoumaI . Land Use Action Appeals & Requests for Reconsideration The administrative land use decision wiD become final if the decision .is not appealed within 14 days of the effective date of \ decision. An appeal of the decision must be flied within the 14-day appeal pe~ (RCW 43.21.C.075(3); WAC 197-11-680}. < RECONSIDERAnON. Within 14 days of the effective date of the decision. any party may request that a decision on a short plat .. be reopened by the Administrator. The Administrator may mod"lfy his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresemation of fact. After review of the reconsideration request, if the Administrator finds Insufflcient evidence to amend the original decision. there will be no fw1her extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL This administrative land use decision will become final If not appealed in writing to the Hearing Examiner on or before 5:00 PM on October 11. 2006. Appeals to the Examiner are govemed by city of· Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained fl:om the Renton , CitY Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiller, City of Renton. 1055 South Grady Way, Renton. WA 98055. EXPIRATION DATE: The Short Plat approval will expire two (2) years from the date of approval. An extension may be requested pursuant to' RMC section 4-7-G80.M. SHPLRPT O~ 113.doc CIty of RenIan PIBIPW Department Admlnlstrallve LamS Use AcUon REPORT AND DECISION DATED septer .. ber 28, 2006; PROJECT LUAoOs..U3. SHPL-A Page 9 ADVlSORY NOTES TO APPUCANT The following notes ale supplemental infonnation pTOvlded In conjunction with the administrative land use actJon. Be~ause these notes ant provided as Information only. they ate not subject to the appeal Pf0C8SS frN the 'and use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm. Monday th~gh Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Commercial. multHamily, new single family and other nonresidential construction activities shall be resbicted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shaD be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shaD be permitted on Sundays. . Prooerty Services 1. Please see attached comments from Property Services. Fire . 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures: If the bUilding square footage exceeds 3.600 sq. ft. in area. the minimum fire flow in~ to 1.500 GPM and requires two hydrants within 300 feet of the structures. Plan Review -Water 1. Existing and new hydrants wiD be required to be retrofitted with Storz -quick disconnect'" fittings .. Plan Review -Sewer 1. A sewer main extension along the extension of Jericho Ave NE Will be required. The sewer main shalf be installed at a depth and sfope that will aUow sewer extensions to the north. 2. Separate side sewers stubs are required in each building rot. No dual side sewers are allowed. 3. This parcel is subject to the east Renton Special Assessment District (SAo). Fees are collected at the time the utility construction permit is issued. 4. A Sewer System Development Charge of $1,017 per new buDding rot is payable at the time of issuance of utility construction permit. Plan Review -Surface Water 2. A code mOdffication has been granted to restrict the maximum impervious area per lot to 3,500 sq.ft. with the condition that a note be placed 01'1 the face of the short plat stating this limitation. 3. A Surface Water System Development Charge of $759.00 per each new single-family lot is payable at the time of issuance of a construction permit. . Plan Review -StreetsITransportation 1. A code moalfication has been granted to reduce the dedication to 30-foot for Right-of-Way along the extension of Jericho Ave NE, with a minimum of 2O-foot pavement. The code modification was condition upon installation of "No ParkingD signs; curb and gutter and landscape along· the eastern edge of the pavement; fencing if a rockery is needed along the new ROW. 2. Dedication of i5-foot radius will be required along NE sOt PI and the extension of Jericho Ave NE. . 3. DedicatiOn of a minimUm 7';'toot for Right-of-Way wit be required along the frontage of the parcel with NE Sth Place. 4. Street improvements including, but not limited to: paving. sidewalks. curb and gutter, storm drain, landscape and street signs will be required along the frontage of the parcel with the extension of Jericho Ave NE and along NE sOt PI. . 5. . All wire utilities shall be instalied underground per the City of Renton Undergrounding Ordinance. Plan Review -General ' 1. All plans shaU conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete. three copies of the drawings. two copies of the drainage report. a construction estimate, application and appropriate fees shall be submitted to the sth floor counter. SHPL.RPT 05-113.doc -.. -' .. -- ... ,--am CITY OF ~ HINTON ILWACO PLACE NE .... _. -r-- - - - - - --.. ~---. - _ .' -' --- - " ~.-~ -, r-----------, ~.!~ -"'f.·z"'~ -' . i I ;.. ° I "'-;....:::~..:....,.--.L.---=~-..f _ 0,0 _ '0 0 ___ 1. __ l- -_._------_._., -, "r ~t .... J' I BENNER SHORT PlAT , '\-\J ~,-I.AI_-.nr-~DIVEI::..:....:._::.:DfI.:.._ .. _rr_"_IU_IIIl;...l DIC.--;IIiiii5ii._-Ji1i_--,...iiiAr---1 • itE¥lS&SITI lUll _ , . '-' .. :-. ~ • o .,. ... % III :I ~ ;: .,: , ., < .111 10 III II' ~ II: Z :3 !: % ., j ~ ci .... z 0 t: 0 III ., II. 0 ... -.. III ., III ~. IL 0 ~ -~ ., 1M % t- IL 0 Z 0 ~ « 2 < I -"'-"'r - :~: -. T --- .;_.-.-. .,. . . . ... . ' ... .~5' ,,: . _NM atilt • --... ~zH 6Si I, le !~ I .1 I I iI' A PORTION 01' THE 8W 1/4 OF THE 8E 114 0' 81!~T'ON 10. TOWNSHIP 28 H. RANGE I EA8T. W.M. .." . . I I~ u .\' . I~ . ... , ...... Q. ,. 0 (.J ~. -= -L·-1" ,. . ~ . w ;:) ~ < 8 ~ -= \. . ... ;:'i\;' ;>,~ l. d~' ,!. ':i"" I ',\ ~ '" • • '.'~ ~' . I I ., ..•. '1 wt:ed 8" water main y asslng SfiCiit JIIiIt .. ~ J~ , I proposed 8" sewer main .: \.. bY m,eSStng SfiOit Pit .; t I •• . r.u ... ..:....".--•• :i .-.~.: I ~proposed s-elevation = 446.49 r._":'_.--, I' I I 'J;; . . I .' I.,.,..'· ~I' . ., :'~." ;:,: :~ 1;'4-., ......... ." t..... ... ..jt: ..... ~.,~ I '. ! OSt t t ,.' {f5J, , '.' ON' 3 ".,' ,': I I I ....... .,"'''' ............................... . ~'1z'=\:Ic~===tl:. 1~E..wIlM .• :=:.tI11f!!C!. Yl"3U'.L.~~.'L _ III Uliiiii1iOli __ 'lrticil"..l!iii".-_ COIl"'. __ , ..... _ . it. "." ,;.;;." '-". ,-I r ·r· ........... 'r" '1;"i).L·1·,;;~~1~ ::' ~ prgposed I" waterser.fce(typ. ) , . tar 1 . '. _ . -'---. _.,. .. ,J . • ~ Pta\,.Q I ',,-,,' r-__.J . -• I f: .... :' , -.... ,-------.. ,ti .. ",J." I I . "'""".......... ,j :'·"~I:··i·; I r " ,.:,.: .,,(r~\". o· LOrd. ~ : I ' , ,'.. .. t : t '.'.." I L __ .~.,....,.. oJ. I .... :~ -~. -. -"::::'~::::-':'~::7~, .... , "!., . .1. u:J NeSrHPlAte ..... · : . .'~: --.J.'~~ .. ~ ", ,'. '. IIJ i . ". 2f I .~ Ii' i( ... " ' .... ":: ~:··;r··>:':; , "S GRAPlfIC SCALE t.:J:-t i , ......... e~ I ~I I I ~ ( B I S = I I I -~ .... .--_ .. --, 1 01 1 ~ ,&1 .. I II! l ~z I fil I " 'e ~ • III III !II I IIi A PORTION OF THe IW 1/4 OF THE IE 1/. OF alCTION 10. TOWN8HIP 28 N. RANGE S EAST, W.M. --1III_lI1\In ... __ ._ .. _''1 ~ !j I :5 j Q. 8 ~ :;;} ---.l-1" -• V ..... , .. : rdl:o\':'. t'''''''";' ... l:1G.· • LtJ '.:':.,,;',;~ ;.... .. ~ . ;:, '. z ~ <C o ~ 3: :: ~"\ """~'" <".~~ , "!"" • mi. n_ .. OC_ .... _'1Y1II C "!.~-' ': -'\:-.. ~"'~"''Y ...... IC iii* -~!'!I1!!L..~:= tIC .. -==~~ .. 2"_V'_ ..... ""' ..... _.- " ~' , : ", .. \\::t.4.) ,,' 'd .. { '\,,~, '''1\'~ . \)~ t:j) .' , PROPOSEDLANDSCAPlNG PER BLESSING SHORT PLAT (lYP.) ... (I~\.'" \)~O\ \ .. :'/;) ,~ : •• 11,' ,.. •• IJ, •. ,,~ I~ :""',,,,' '-, J ,\1 ~~o; . !!T 'ot"" . I .......... , I;.>' • r-------, r------~·~---, if \'i I 1 I I I • 'I : I , ,'lOT"' ..-; , I J ~, : ' (.,. t., I'. t 1· :"i ,,:, : , :am Ill' Ii. ,.:,.,lt~"fj I l ;( .:; -, ... ____ .. _J I,' '. 1 r----..t:':;-I .'.n •.•. 'l ~t 1 '" ., ..... ---~ J ..1':1\.. 4 ' 'I : I I '/"'"&1"._ .. ,,,1 I I. ' .. ! I." 1-'l I --m.--J "', " ; ji .wI.. ,.1 ~''>', ".' ! ' .. ' .... , . ' . -.I . --~:i--•. ..: : _, -----.I I, I • ;1" -• ....".... 't"J \J'"'" •....• , '~'" .. 'if ,\s, sa '"' _ , .. :: .. ,,:~ .. , :::~::,,'''' : ~Y, ~I \~~.','.-j" -n ; -', IJ 1 ,', '. ,j"' ,'10' •••• ',. NE~~ . '~'.. ! i! , ! I .. ~tt. 0"': .,.,', ,'.".' ,', SlIIUT 1IIlt IOCIIU; I. ,=.s ':':l'1I"=~~=:-Ilf~r ==..oItL .. /IOIICOMIII "'J114 • IICIPIIItJaC nft ilia _,._AIIQ I'0Il 1IIUI .IIIM CIt AlUf1IlOCI UlTS. ;s. ,., 11IUI "'~ K: ~ 1EftIW. C'AIlIOAIt .u~ "II1II11:..-] 4. ,71111t 1IIIb 1tuI.~ ..... 1ItI AWAY"" tlITU.C'DIS f4 ICAIIIIEO rtIOt 'ACC fII a.tII). lOCAlE I' KHiNO 1IIt ROil' UC COlI CUll " NO sotWAUt). ® FLANT~ 5CI-iEOULE ~ ..... ~".-""-..", .''''. w· .. ~ _ttlllUl -- ',:. ',",' ," '.';' .... V I f :r.:r:',\= ..... ,-. ,':. " iJ:.1.r~ .,-.- rlA'IU_1AWI ~~~r _NO CDCIl ." I~~-.""-'" =--. Z1~~ " ... , ... , l'NCI; " ... ",_ ....... TREE STAICING DETAil. ....... GRAPHIC SCALE "bY i , ...... .., e~ I _I I II ~ -J t I I I I ...... -_ .. - _us 1 .. 1 :., I J ,Hi' r--ILWACO PLACE NE ,/ l':. , .,.--------....... .,. ',l" / ---~U..." .~ ~ C':I " -<. ILWACO AVENUE NE ~, ~~~ I '~.;)G - - -..... '.' . tt "'~'. , .---.-..:. \ I ~ I:" <:. ~ .. ' . ~ I .. ~ I ~~ .~ .• < . .. i" • t ~l I~~:: I .... "l:, , c. '" I .;~ , I ~ .' -I· . ~ t . -.. ~ -~---'-, ~~~::~. ~. "'!. ... ::, : " ~ .. . ___ L._.L. .• _ --._._---..... JERJa) Ava«je" HE A--..l~.::..:::..::..=~;..a:~=~~!:.~!l!;-.-..... -: __ . _'. __ _ -. . ' . ~ .! ',~ , . . t :4 " . '"7'-:---·_-_· I • J . BENNER SHORT PlAT ~ ~ ii 1:_UMU."I----'I!UI--.. ·-rr---~-.. .:....IIIC.-·-;-.---.iIIIIIIF'---... ---l ~ --ftM e-!III-1-=_ .;.. -- il 1--------1. -~"'--.. M __ ,_ -'" .-.. ~:---"'H ;'. - .la..._ , ~ t"'l . . -.1 ... :. -... RM-F ~ CA ~ ';~-... l-~ I I ~.=8. .. _ .. i : ! ._N' __ ".' .. _; _ " i~-l .,:.! II S1 I ! L -.!... _ .. R:~8. __ .~ -R-:-:'4-____ ~--SE 117th ... __ . ". -;;r---....... oi.-I r----l ... ---~ e ZONING .. P6 • ~-~ -:::. 111. 0 to!. too E6 • ~ .• PIMW·mBIaCAIo .... 1CII 10 T23N RSE E liZ IIIJMII D10 . .' : :,. ..' .. " Novembef 30. 200S Thomas Postel PreSident . . . . Langley Development Group . 6S4O Southcenter Blvd~. Suite 106 Seattle. WA98188 . :. Benner SBPL (LUAOS .. 113) .', .. ·CITY···:OF· UN70N' ...... : " . '. .' . : . '. : .. PJiftl;inlmugdinglPub&Works~pai1meiJt .. . GreaR ZImaIeriiwa P.E.,Admlalatrator· . SubJect: ~uest for Modification· Street Width Redudlon Dear Mr. Foster: The street modification request associated with the proposed single-fainily residential short plat. located generally aUbe intersection ofJericho Avenue NE and·NE Sib Place, has been reviewed. This is an infill development in an existing' neighborhood at the intersection of two existing roads. The existing streets are pavement with pedestrian improvements. Blessing SHPL borders the property. on the north and Honeybrook 3 plat is on the w~ The proposed modification requests to allow the proposed new road width for Jericho Avenue NB to be reduced to 26 feet of paving along the eastern edge of the property. The Street. Modification request for Jericho Avenue NE is denied as requested. A Street Modification to match the BleSsing Short Plat cross seetion is approved with one condition. . City Code 44-050 (Street Standards) requires full street improvements for aU adjacent rights-of-way for, within. and dedicated by a plai. There are also certain standards for width of dedication for proposed streets to be added to the City grid. One of these is the 3S-foot half-street improvement to provide 28 feet of pavement with parking orily on the development side. S-foot sidewalk and curb, and streetlights. This allows full use of. the street in nonnal manner until suCh time as the remaining right-Of-way is dedicaied and improved by future developui.ent Jericho Avenue NE for Blessing Short Plat to the 35- foot half-street dedication but with was modified to a 26-foot pavement width atld 5-foot sidewalk cross- section with the back of sidewalk being on the property line. This allows proper turning radius installation and latitude for the fill that is required for utility installation. . The CitY can modify s~t improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Oniinance.· The Modification Procedures as defined in Section 4-9-25OD clearly states the criteria for approval by the depaitmmt Administrator. In order for a . modification to be approved, the department Administrator must, ..... find that a special individual reason makes the strict letter of this Or~nance impractical, that the modification is in confonruty with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection. and' maintainability intended by this Ordinance, based upon sOWld engineering judgment; and (b) Will not be injurious to other property(ies) in the,vicinity; and (c) Conform to the intent and purpose of me Code; and ------1:-:0-:-SS~SO~utb-:--:::G:-rad-:y-:W::::-:a-y---=R-en-~-D,-:W:=-=a-:sbin:-:'·-g-to-n-:9~80::-:S:-:-S-. -----~ (i) TNs papercanllli'ls5O%reeydedmal8rial, 30% post~ AHEAD OF THE CURVE "'~"'.: ::'~'v' :.;":" \ ... :: .. "t. '" '"" .,'. '.,:':. _' : ... :', ':" :.:::!' ....... ' : " . ..... . '.. . ':.:' : ~~. ',:.~: .. ,~ I: .. , . . ,,"'/'" :,. "" ..... ,.'-':::, ':~:.~:': ..... h.~_ •• ~ •.•.. ::.; •...•.. ; .. ,' ....• ~. : .. ,.~::.: ..• : ......• '.: ... r .... : ... :.:;:.~ ... : .. : .... :.: .. ~:: ... :.:.':, .... ! •..•...•. , ••••..• ': ~ ••. ~:.: ••..••.•.•.•. ~~ ...• : •. ' •••...•. ~~:.: .•• '.':~.' •• '.~ .. : ", ... :: •. ,' ',.: ........ ~.~. '> .. ~~ ";:.~',:.: .~ .::.~ ,,'.::~ .. ::=:,:. ~~:'.:~' :'. ':.'.; -.:'::,::., ',.. '.:: ::: . ":'~" .. . . ..' . . . ' .. ':,:<\'>:: ,.,;. ::,:"-: .... ": .'.' .. , ".: '" :; ... ::. :', : .... ) .. 0. ': :.... . . . " "_ . . ,.. :'.'~'.' '0 ...', .'. • -:" .. • : . \' '!, ',:" :,' . .' : ..... :. . .--, .' . ' .. " .. ~ ,.,·~,~AI5-li3),";.,~:,: :':>;<":,.i •. ' •. ' ',:y;' .•....• , ... " .. ' .... . :: .. ' ~.:: ..... ;:: , '. : .. ~ >."':' . :': : ... : .. : .... ".: ;-::.::;:/: ::::. ': ...... ,::: .. ',:.";.:.,:: . ~.": ':.' ..... : .. :: .;.' :.:' .. ;" ..... '. .' .... . . ,: .. ': (dJ':C8Jl be ib9w.n.~l;»eJ1lSlifie!1··an.'[~ukC4:for~,,·.UseJm,dailUation~euded;::Ud.·: .' ~ ... '. . . .. . ,' ;:'(~!~~~~~l~~~~biiho~:~" " " '..' .•... . ... , .... '~'. ~:()~«ti~:.8nd .:t~·~~~·tb,·~~:~.pub~~ ~~~~'~.~~~ ..... , . , .:' :." . '. ~~ is not'lDetwtth ~.~tOr.l~Cho A~ue ~ 8$ CQiDpl~~ ofthe·anti~· . '. '.' '~ts'fOr ~an·alDmdties 'aDdaddi~ pavement \Yic:itb is.not: proVi4ed.to matCh die .. de~lopmem to the D~' .' - 'NOt injuiiOUs'Or adven'eliimPl'tt adjacent ·.es:· Adjacent.properties ~ ~Qt ~jured nor .ad~ersely imp8c~.aSalldedications~·f,roillthe-pt:opoSccfs~rtplafandcmnpl~.the.·grif;l·pattem·fotthe intersection .. ' :' . . . . " . . . '.' .' .. . . . .. .., . . .' . . . ConfOrms to ibe'mtent of the Cooe:' The ~t,~.provimn3 .for the CitY street ~ork is _ with the . . dedicatioitand eXtension 6fJericho Avenue NE~·: ~. .' . .' . '--'~ : " . : -.~ Justified ~d regpi,oo for use and siiuationintendea:Th~ ioni1ig·~f:thl.s parcelis R--8. Single Faniily. The plat provides'the mjnjmum,ii~sirY for full use fOt acC;t;s~ einer~yand domestic, as wen as pedestri~ amenities. .' . . . The Street Mndifteation to JeriClio' Avenue NE.ti,·mteh the Bkssuig Short plat is approved with one eonditlon:' ". :.;. . .' . . . 1.. "No Par.dng" signs sball6e postid at afl.IOcati~ where the pave~nt is less than 28 feet wide. This aecision to deny the proposed Street ModifiCatio~ is subject to a fo~n-(14) day appeal period from the date of this letter. Any appeals of tliC adininistrimve decision must be filed with the City of Renton Hearing EXaminer by 5:00 PJD., December 13, 2005. . . Appeals must be filed in writing together with the required $75,00 application fee with: Hearing Examiner, City of Renton, 1055 South Orady Way, Renton, WA 98055. City of Reliton Municipal Code Section 4-8-110 governs appeals to the Examiner. Additional information regarding the appeal process . . may be obtained from the Renton City Clerk's Office, (425) 430-6510. . !fyou have any questions;pJease contact Jan Dlian, project ~ager, at 425430-7216. Sincerely, ~, '1).~~Ou ~c:rKittrick ' Development Engineering Supervisor Public Works Inspections & Pennits cc: Neil Watts. Development Services Director Stan Engler, Fire Marshal Jan Ulian, Engineering Specialist Land Use Flle . ' '..... '. ..", ~ ': . ' . ....... .. :', '. -:'. . .... ,., .• I ~.': ';'. .. :'. + .:'. KithY.~Jbt. Ma)w .. Thomas Foster·' . Langley Development Group, Inc. 64:50 Southcen~·Blvd., Suite 106 Seattle. W A 98188' . Marc Rousso Seattle Redevelopment U£ , '" Subject:. Benner Short Plat (LUA05-U3) Blessing Short P1at'(LUA05-019) Request for Modificatiolb; . Gentle.men: We have reviewed the proposed street mOdification request associated with the seven lots of two single-family resldential short plats located generally on Jericho A venu~ extended between NE Sib and NE 6th Streets. These are infill developments in an existing neighborhood with access from NE Sib Place, and a proposed secondary access to NE 61b Street. The modification requests approval of a proposed new dedicated road with a width of 3O-feet and 20 feet of pavement to serve the two short plats. Sidewalks. curb and gutter on both sides of the dedicated roadway along with all storm and utility improvements are proposed. With the dedication, only one lot . would not lulve direct public street acceSs. and a maximum of five lots would use the street for primary access. . . The Street Modification request is hereby approved subject to the conditions listed below. City Code 4-6-050 (Street Standards) requires full street improvements for all adjacent rights-of~ way for, within. and dedicated by a plat or short plat. There are also certain standards for width of dedication for proposed streets to be added to the City grid. One of these is the 35-foot half- street improvement·to provide 28 feet of pavement with parking only on the development side; 5- foot sidewalk and curb. and streetlights. This allows full uSe of the street in normal manner until such time as the remaining right-of-way is dedicated and improved by future development. The City can modify street improvements' for new plats if there are practicai difricuities In carrying Out the provisions of the Street IInprovement OrdinanCe. The Modification Procedures as . defined in Section 4-9-250D clearly states the criteria for approval by the Department Administrator. In order for a modification to be approved, the Department Administrator must "find that a special individual reason makes the strict letter: of this Ordinance impractical, that the modification is in confonnity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and ~fety,' function, appearance. environmental protection and maintainability intended by this Ordinance, based upon sound 'engineering judgment; and (b) Will not be injurious to other propeny(s) in the vicinity; and (c) Conform to the intent and purpose of the Code; and (d) Can be shown to be justified and required for the use and situation intended; and . ------------~----------~RE·NTON· 1055 South Grady Way -Renton, Washington 98055 .: lbispaperanains5O%nqdad maIIIriaI. 3O'I(,past ___ AHBAD OF THE CURVE , .' • . '_ '0' :" • . ' .. : . ..... '~.; .. . ';' . ". • .' .' "/. \". "! :', . "::, .'.~' ',:," :\. "~ .. ~ .~. '':'. :. ~'''.' ~.~~. ': ~ .. :: 1 .. ' ....... '. " . ", ~ -' ',' ) . .. . . ' . . ,:::, :.~",(~)"~ill'~bt~~'~~$e~~~~~'~~lntlie:"~~~i~:":='. ~ ......... : ... ' : ...... : ........ . .. . .. . ' . Meets '0i!J.~ ~·sIr~' :fim~~o~~ ··~to ~:·PbyskaI~l~~· of ~:,m.~l::~4 ~·'Idc~~~· '. . .... ' .. of Criticil areas sUch'~ Wet1~ a~,f~? ~ grade ~~·betWeeia·the ~ shOrt· '.' . :plai~ 8Q;c:l'~ properties to the. ea.~ ~ 'well'aS the'prov,isiQn of Ii iecOndiuy· access, sta(f supports .. · . . the modificatiOn request. The intent: of public' and ~~~)' ~s ~ pedestrilU1 ameJ;rl#eS is . '. met' with tAe··proposal. '. . . ." . '. . ..... . . . : ·N~ inhttioU~;or adversely Unp~ct' ~;~cent pfopertie~: ··Ad~ce~t.p_es·arenot mjm:ed ~or · adversely. impaCted as all dedi~a'tiQlls are fiQin~ prOposedshot.t'p~at.. . .' : . . . "ConformS tq the·. intent' of the W: . The 'ititent of pr6viding .. for domestic. 'eri1ergency and' .. pedestrian acces~ is met with the prOpoSw. No street is required aJ: this locaJjon to 'provide for the city grid, an.d the secondary access allows the maximum ~u~of lotS with· I; better flow pattern . . and emergenc~ response ability. .' .. . '. Iustifiest'and required .for 'use and situation Intended: The-zoning' of this parcel is R:.s .. Single' · Family. The modifications 'as requested allow the maximum density and number of lots that still . . meet the.vanous setbacks and access criteria: The plat provides over·the ~t;ri.mlim necessary for · full use for access, emergency ~d domestic; as·well:as.~estrian amenities .. The Street MOdification is approved subjeCt-to the following conditions: 1. No parking is allowed anywhere pave~t is lesS ~. 28~feet wide. Appropriate' signage shall be installed prior to Occupancy of any house. . 2. Instead of a sidewalk being installed on .the. eastern. edge above the proposed rockeries. the developers shall provide curb. gutter ~d landscaPing. A landscaping plan shall be submitted with the construction plans for review arid approval. . .. -.. 3. A fence . may be required based on rinal design review for safety· ~onsiderations along the eastern edge of the landscaping above the rockery. . . 4. A street sign with all intenor addresses shall be installed at both ends of the road prior to occupancy of any house. .' . This decision· to approve. the proposed Street Modification is subj'ect to a fourteen (14) day appeal period froni the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner bY5:00p.in .• March 17,2006. j. Appeals must be filed' in writing together with. the required $75.00 application fee with: Hearing Examiner, City of Renton, 10,55 South OradyWay. Renton, WA 9&055. Appeals to t.he Eltaminer are governed by City of Renton Municipal Code Section 4-8-1.10. Additional information regarding the appeal. process may be obtained from the Renton City Clerk's Office. (425) 430- 6510. . . Sincerely • .K~' ~. ~&,,(V Kl~n Kittrick .' -Development Engineering Supervisor Public Works Inspections & Permits cc: Land Use File Neil Watts Stan Engler . . ..' ." ~. \ .' .. ,. .. . .- Sq,tembefl,2006 . Thomas Foster, President Langley Pevelop.ment Group . 6540 Southcenter Blvd., Suite 106 Seattle, WA 98188 ... SuBJECT: Benner Short Plat (LUA05·113) Request for Modification "Dear Mr. Foster: A modification request associated with the proposed single-family residential short plat, located generally at the intersection of Jericho Avenue NE and NE 5th Place, has been reviewed This is an infill development in an existing neighborhood at the intersection of two (2) existing roads. The existing Streets are pavement with"pedestrian improvements. The modification request is . asking that the single family, residential lots be li~ted to ~ maximum of 3,500 square feet of imperviouS surface. . " . The develo~r has requested to be all()wed to limit the ~imum impervious surface per lot to control the size of the required stOIDl water facilities serving the plat per the 2005 King County SWface Water Design ManuaL This figuIe is:below the maximum allowed by Renton City code .. There is no minimum lot coverage threshold. The square footage prQposa1 representS the maximum impervious surface coverage to be allowed in~luding poiches. decks, pavers, or additional paving or concrete. The mocUfication request is approved to allow final design of the storm drainage facility usilig 3,50~·square feet ~ lot with byo (2) conditions: . 1. A statement of covenant shall be placed and recorded both on the face of the plat.and within the Cc&:R's for the HOA to be formed with the plat limiting the impervious coverage of the single family lots to 3,500. 2. A restrictive covenant shall be recorded limiting installation within the backyard setbacks to pervious landscaping only such as grass. shrubS, and trees~ '. . -' This decision to approve the proposed modifications is subject to a fourteen-(14) day appeal period from the date of this letter. Any appeals of the administrative decision must be filed with the City of Renton Hearing Examiner" by 5:00 p.m., September 14,2006. ------lO-SS-S-O-utb-Grady-·-"W-aY---R-en--to-n,W-as-bm-gto-.-P-9-S0-SS-----~ (8 11Ii8 PlJperClllllUla 50% ~ rnaIIiriaI. 3O'IIopostcansuner AHEAD OF THE CUR.VE '., .. ~.:~ :~ .. <;_.: ~" .. ; .... :~ ....... "'i'"':: .;::' ~":~' .. .' .... '.~""' .. ','\,.:".;." .. ~ ,_ 'j,' ,':', 'p. "~. ". J'" :-... " ,,',', .', ;-: ; . :\': ,:,/:>".:., .:::/?;.: •. , ..•.. :~ "'\ i;.::>. :,'.: .:': .. :'\};:. \:' .•. ,." ("';).:>.' .:,':: :.~' :)~.;:; \::j.'.: . ~:(." ;,. ~ •• '.:.: ':.... • ...... • • ". • ~', • .' ';~ •• ".1 i . ..' ;': .':' . ..'.'" ,~. .~.T~:,::' ),.,: .... {,.i;,:;,.:'.·/;,i::··~'·:\,i .•• .....: ..... ,.;::.:, .. ' .,' .. : ..... ;'::' ........ . . ;' .. ,' . ".,. . . . . " .~ .. ',' .' .. '. ~ . . ," -.' '. '. .: ", : . . . ' "':', .,' .:. . .. _" .. ':' •••..•. ": ,.1 . '.,' .: .:. ~!~ .. ~;~; :~.,.--~ . '.' ,. 'ipf~On'~g. tbe .. ap~ iJto!;ea8 may. be.C?btait;lecl from:~ Reilton <;it,,-crerk's' OffiCe, .. ' .. (425):4~~SlC) ......... : '. .' '. ...... '.,: .' ..... .'. : .... ' .. . .... . ... . .... :. . . sinCerelY: ~. .i " ~t~~, . rJy{b~ttriCk .' , ... Developmerit. Engineering SUpeM$6t . ,.' .' . Pu.blic. Works Inspections & PerinilS' ':" cc:· '. Neil Wa~'Develqpmettt ~ces·.Dkector . . Land Use File " , .' ' .. . : .~. . ~ -.. . ': .. " .'. ,-. .. -~ . : ,.... ~ ... . '.' . :'. : -' :. .' .. ; ' .. ' . . :. '.',... . .' " ,: .... '~: .... - " ' .. :.-. . . . . ~. .' ~. ~ " . " . , ~ '~'... .' ..... ' ". '.: ..... " ', .. . . : . · .. ·1·· .' .' .... , .-'. .~ \ -~. , .. ' : .' ',' ".: . ..... :" . . : .. :. ' .. . ,.' ~: .. ,';' " '. ", " :.- LOT CLOSURE CALCS Parcel name: 1 North: 1677650.1491 East: 179513.9999 Line Course: N 88-20-35 W Length: 50.02 North: 1677651.5955 East: 179464.0008 Line Course: S 00-11-06 W Length: 112.33 North: 1677539.2660 East: 179463.6381 Line Course: S 88-20-43 E Length: 50.02 . North: 1677537.8216 East: 179513.6373 Line Course: N 00-11-06 E Length: 112.33 North: 1677650.1511 East: 179514.0000 Perimeter: 324.70 Area: 5,616 sq.ft. 0.12 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0019 Course: N 01-39-21 E Error North: 0.00194 East: 0.00006 Precision 1: 170,894.74 Parcel name: 2 North: 1677647.2243 East: 179615.1102 Line Course: N 88-20-35W Length: 101.15 North: 1677650.1490 East: 179514.0025 Line Course: S 00-11-06 W Length: 50.02 North: 1677600.1293 East: 1795,13.8410 . Line Course: S 88-20-35 E Length: 101.12 . North: 1677597.2054 . East: 179614.9187 Line Course: N 00-13-15 E Length: 50.02 North: 1677647.2250 East: 179615.1115 Perimeter: 302.31 Area: 5,056 sq~ft; 0.11 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0015 Course: N 59-42-32 E Error North: 0.00076 East: 0.00130 . Precision 1: 201,540.00 ---------~----------------------------------------------------------------- Page 1 -- f LOT CLOSURE CALCS Parcel name: 3 North: 1677597.2089 East: 179614.9173 Line Course: N 88-20-35 W Length: 101.12 North: 1677600.1328 East: 179513.8396 ---_. -'". - Line Course: S 00-11-06 W Length: 62.32 North: 1677537.8131 East: 179513.6384 Line Course: S 88-20-43 E Length: 75.45 North: 1677535.6344 East: 179589.0569 Curve Length: 39.90 Radius: 25.00 Delta: 91-26-02 Tangent: 25.63 Chord: 35.79 Course: N 45-56-16 E Course In: N 01-39-17 E Course Out: S 89-46-45 E RP North: 1677560.6240 East: 179589.7788 End North: 1677560.5276 East: 179614.7786 Line Course: N 00-13-15 E Length: 36.68 North: 1677597.2074 East: 179614.9200 Perimeter: 315.46 Area: 6,155 sq.ft. 0.14 acres Mapcheck Closure -(Uses listed courses .. radii, and deltas) Error Closure: 0.0031 Course: S 60-01-11 E Error North: -0.00155 East: 0.00269 Precision l: 101,764.52 ------------------------------------------------------------------------. Parcel name: DEDICATION North: 1677646.3565 East: 179645.1071 Line Course: N 88-20-35 W Length: 30.01 North: 1677647.2243 East: 179615.1096 Line Course: S 00-13-15 W Length: 86.69 North: 1677560.5349 East: 179614.7755 Curve Length: 39.90 Radius: 25.00 Delta: 91-26-02 Tangent: 25.63 Chord: 35.79 Course: S 45-56-16 W Course In: N 89-46-45 W Course Out: S 01-39-17 W RP North: 1677560.6313 East: 179589.7757 Page 2 LOT CLOSURE CALCS . ,End North: 1677535.6417 East: 179589.0538 Line Course: N 88-20-43 W Length: 125.46 North: 1677539.2645 East: 179463.6461 Line Course: S 00-11-06 W Length: 7.71 North: 1677531.5546 East: 179463.6212 Line Course: S 88-20-35 E Length: 181.10 North: 1677526.3180 East: 179644.6455 Line Course: N 00-13-15 E Length: 120.04 . North: 1677646.3571 East: 179645.1081 Perimeter: 590.91 Area: 4,907 sq. ft. 0.11 acres Mapcheck Closure -(Uses listed courses, radii, and deltas) Error Closure: 0.0012 Course: N 59-57-16 E Error North: 0.00062 East: 0.00107 Precision 1: 492,425.00 Page 3 _ '/- / ". BenDer SHPL (LUA05-113) . November 30, 2005 'Page2of2 (d) Can be shown to be justified and required for the use and situation intended; and ( e) Will n~ create adverse hnpacts to other properti~s in the viciIiity.'; -Meets objectives and safety function: The intent of publican<!' e~fgency access and pede~triaIi amenities is not met with the proposal forJ~richo Avenue NE, <i$' completion of the anticipated - , improvements for pedestrian amenities and additional pavement wid,tb. IS not provided to match the developmeIit to the north, . .' . . Not injunous or adversely impact adjacent properties: Adjacentpr-opeI'ties are not injured nor adversely impaCted as aU dedications are from the 'proposed' short plat and complete the grid pattern for the intersection~ Confoi'Iils to the intent of the code: The dedication and ,extension of Jericho o,k(:1kJt!(J!wdiwl~,J(JlftJle· City s~t network is met with the This decisientodeny the pr(]!)X>:seu .... -.~~.,.""."" .... from iliedate oftbis letter. RentonHemmgExaminetby parcetis R~, Single Family. and domestic, as welt as veI~Ilt is less than 28 feet wide. - I)lec:tKl"a ftJlumren-(14) day appeal period Z~~~T~ be filed with.t!ie City of Appeals must~'filed in writing rOO1uirti:d, .J>'iw..;\ll:]. IP1PlIcatJC)n fee with: Hearing Examiner, : City. of Renton, 1055 City of Renton Municipal Code Section 4-8-110g()vems appeaIslo thebe JCaJnm[~i!IAi~~1EI ~ii:Jf(J'i1natic)O regarding the appeal process . may beob.fa:inedfFom the Renton City Clerk's Office,,~q:L;~:r:q.:)~J~;)1 IT you have any questions, please contact Jan nIian, project,'manager, at 425-430-1216. . Sincerely, ' .,i. . .11.~~()u .:Jl:~. Development Engineering Supervisor Public Works Inspections & Permits ccrN~ilWaits, Development Services Director Stan :EDgIer, Fire Marshal Jan l1iiaii~'Engineering Specialist Landuie file .' Kathy Keolker~Wheeler, Mayor CITY (F RENTON· PlanningIBuildinglPublicWorks Departinent Gregg Zinimerman P.E., Administrator November 30, 2005 Thomas Foster, President Langley Development Group 6540 Southcenter Blvd., Suite 106 Seattle, WA 98188 Subject: Benner SHPL(LlJAOS .. U3) Request for Modification -Street Width Reduction Dear Mr. Foster: The street modification request assoCiated with the proposed single-family residential short plat, located generally~t the intersectIon of1e~ueNE and· NE 5th Place, has been reviewed. This is an infiH development in an existing neighborhood aitDe~~tersection of two existing roads. The existing streets are pavement with pedestrian improvements. ~essingSHPL borders the property on the north and Honeybrook 3 plat is onthew~st. The proposed modification requests ·to allow the proposed new road width for Jericho Avenue NE to'be reduced to 26 feet of paving along the eastern edge of the property. The Street Modifica,tion requeSt for JerlchoAvenue NE is denied as requested. A Street Modification to match the Blessmg Short Pliltcross section is approved with one condition. City COde 4-6-050 (street Standards) requires full street improvements for all adjacent rights-of-way for, within, and dedicated bya plat; There are also certain standards .for width of dedication forproposed streets.to be added to. the City grid. One of these is the 35-foot half-street improvement to provide 28 feet of pavement with parking only on· the, development side. 5-foot sidewalk and curb, and streetlights. This allows full use of the street innannal manner until such time as the remaining right-of-way is dedicated and improved by futtiredevelopment~ Jericho Avenue NEforBlessing Short Plat to the 35- foot half-street dedication but with was mOdified to a 26-f<?Ot pavement width and 5-foot sidewalk cross- section with the back of sidewalk being on the property line. This allows proper tumingradius installation and latitude for the fill that is required for utility installation ... The City can modify street improvements for new plats if there are practical difficulties in carrying out the provisions of the Street Improvement Ordinance.' TheMOdificatiofi. Procedures as defined in Section 4-9-250Dclearly states the criteria for approval by the department Administrator. III order for a mOdification to be approved, the department Administrator must, " ... find that a special individual reason makes the strict letter of this Ordinance impractical, that the mOdification is in conformity with the intent and purpose of this Ordinance, and that such modification: (a) Will meet the objectives and safety, function, appearance, environmental protection, and maintainability intended by this Ordinance. based upon sound engineering judgment; and (b) Will not be injurious to other property(ies) in the vicinity; and (c) Conform to the intent and purpose of the Code; and ------I:-::O-:'55-=--=-So-u---:th:-G-=-r-.a-:'dy-w.-----ay---R-e-n-~o-n.-w.--a-s:-:hi:-ng-'t-on-9~g.O--5--5~~----~ m This paper contains 50"10 recvded material. 30% cost consumer AHEAD OF THE CURVE / Q) ~ "'C RM-F r::: C\l -.:;to .--I A ,ZONING e +~+ ~ Tl!CBNICAL 8BIlVICBS D6 .. 3 T23N RSE E 112 i I RiB I F6 .. 15 T23N R5E E 112 - - - -Renton ClV I.ImIt,I 6 200 no 1:4800 SE E6 10 T23N RSE E 1/2 5310 <' , 18 Q.!i ~i elz I~ ,l!!l:! l' ~z d ~~ i~ D~ I ~tl ~~ 'I~ -.-- ~ I ~lI -~!I '/ fltll !II Hi !II; ! IIi A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 6 EAST, W.t.1. NOll, I-----. --t ~ '1 I 0"" ?\J-' I -. -------. I IS\;~O"· \ 2 I I r ---.---9\l~~ _____ _ I ! i ~\)\?r-_\)s·\) , I I -. -l 1 , , I ?OS \,\) .... I ' \)~() r--.J. I I 4 I -"--...l I I I 1 I I I 1 n~ ...... " I I ~.-__ ' r-, .. -··t ' "" .. ~ ,-" \ .. 'r" ) w, 2, t3, :31 0., 81 ~I . \\\ f ! :) \ p"": I 'Of 00'1" \ -j" I 0 d ,e'i ¥-\(>'t~~~,~~()iJ\'1Y~ ~~ft'/·O I I I I I I I I ..J \ ; ,.~ "l:~ •• , "~,, ,,-~ 'U ' -----L ~i\it,~--r++1;.~;;;;;;;/~ ~-.... _ ... -".. " " " " /' / I ~ni----- >t.<S' 56 (1,-_-"1 Ir .. ,t."~t $tt (1~"AQs...~\" \\\ \ )"\'IoJ .'y..€';' ~ ';j \' °y,o,'f'\;~I)\'t~" .ne 1 \'-."' ... \')CI}\"" 'f'\\' 1.\1'" ~Il(" \ 1 _, • ',~. tm( F(H(£ "'Ot..'Itt(!o q(EiAR .! (AP LCi.,~ ~) scmiR MMt:Q( ~ ... "ft' l:"of."~ "17 tf"?vC N) -;",«\j~~p ~~':J-«,""~ DIIS'f'IIIG U""'TT LOCAflQNS S10MN tetON ~ ~Art 0Ia.. Y. If PIAU. BE Off COfiIlMCTO'rs ItESPCNSJllurT 10 Dt1EbIMt 1M( Encr VCRTlCAL AND MORIZOfiIl#11. LDCA'IOrI or AU DOSftNO UNDDtOAOuNO UlUrts PAa:I ro COtArENQNo COf1l'ftUClIQI&, NO .IIftODlrA1I(Irt rs lMDC ,"A' AU. (JenNO U1IU1Il3 AItE SHOat tOECN. Tttt DtCIHI:Dt ASSUWES NO RtSPOG8lUfT ,eft ullU •• N01 ...,.. CIA unuTla NOr cwo. IN '14[_ PIOPOt LDCA10t CAu. IaUItt lOU DIG: t-IOO .... 24-"" GRADING QUANTITlES COMPACTED FIlL MAlCRIAL = 610 CU. YOS. EXCAVATION (CUT) = 70 CU. YOS. GRAPHIC SCALE o 10 20 .tel t;;;Jw-I ! , /IttIJt. ZD",., I II! cJ 1-,15 ~ ~ ~ i ~ UI Z Z ~ I i ~ I I i i ~ .oa NO. ___ _ -..,._---~ '~1'1 ~~ .. " Ii<~ 0 111 3i~ '" . :2!~ ~~ j ro.z ~ 00 , ~~ I ~f ~~ --r-- ! ~a ~!I III I g Ii ! iii t.LI Z i I i ! I t.LI <.> « ....J a.. 0 1 <.>1 «' 3: ....J -\ .' , . I? ./ ~/ -1-1-- c .·L::M...~"-'\fAI~~~\ <' >r"m .. ,.' .. ~ '. "'~''''''.:''.. t.LI 'C.-""t~\ 'Po ~~~~:~:.~ Z r ..•• «,~"~" t.LI \.' :::> '. Z \ ~ «, o u ~ ....J A PORT!PN OF THE SW 1/4 OF THE SE 1/4 OF SECnON 10, TOWNSHIP 23 N, RANGE S EAST, W.M. NOl(: ,,I ~,~I! [~ L ,.\ '" ',\(\~\ '{\J" .. \.c <:J:;""'" ..... ,j .. 'S\y" , "1"\ \';\JX:? " ... 0- O s\"v '" r::;~:V''7 ?v..0V \~(:>.'." _, 0" , I:\l;l . :~ :5 (~(;)~ ! I',t ... <, .•. ..; , i.)M' I PROPOSED LANDSCAPING PER BLESSING SHORT PLAT (lYP.) SlRtET 1REt NOlES, Dltl.T1MC u1\.ITl' LOCA1IOII' 9-10"" NtIKCN _ APPAOcIW,," ON\. y, n 1t'MlL. H -.c OONI'IIACw.'S If1PONIII!hU" 10 DtlUMlN!; 'nit EXACT VOU .. : .... AND HOI!%QNrl4. lOCA1»(lN or ALL UlS1ING UNOCACROuNo UIl\IITtI PQtCA ro CDtAlENCINO CCNS"AJe'nON. NO RtltaCNT, noN " IMO' fHAT ALL [Xt5TlNCO UTUTD ME SHow. HtJIIrON. 1M( CNQN[ER AS-...e:S NO IttSI'ONSle",rn 'CIt U1lU1IES NOl SHO .. at ununa NOT !iJ10IN IN f'ME1it PttOPDt LDCAlICk I:"LL I!I[F1:Iftt 'I'OU QQ '-.,.....2 ... ~, rrNN!) r~mA'~ 0 ()lJ'N 0$( CAP i)orr~ '" / !~AI~~,f,( . I / ,.~L .. """~ ('~'.,), 1.-1-1--[""-"" \. " '[ , ,1 \ " r ..J... «r I ' _., '\-., ..... r:S. /' i· \ ! ,,, <" k~"""'" ~ \. \\' .,~ ·~·t \ .. / ~I r--~L..-___ ., I, lRtts TO BE Pl.AN'IlJ) AT APPROX. JO' ON CEN'1tR, wTN AIl,JUSTUENTS F'OR UllUTY FIXTURES ANO "AI1.BOxts, 2. 1101.IEO'ONC.S 511 ....... e~ IICSPONSIBlZ r~ T1I[f ...... lENANCE FOR lRtts WTHlN OR AllUT11NG LOrs. J. STREET IREES SHAll. 91:: CARPINUS BE1'ULUS (FASTlCAlE EUROPEAN HORN9I:AII) .. STREET TREES S<Al.L B[ u .. :lO' AWAV FROII .NTERSECTQlS (AS IoIEASURED FROU FACE CI' CURB). \\\ t , I .~. I I .' ,1:<\ '{.i:l.~ '''''''''''1 .,'" j/ i...,,,,,.""" 51 ~~.~::jr~ ~W~~ f.~~ I i,_ I t "',-4" ,,"~I;: ffNet: "'1 ' , "'~'~' ' ..... lOCA 1£ !. 9£HlND lIIE ROW LINE (DR CURB Ir NO SIO(WAlK). ® PLANTING 5C1-IEDULE CAJ;P1N&I& DlllILU& 1~A6T1GoA11I1IlRQ!OIAN _,IN} .'NT. JI)'.J&'~ /$tIO!I!1 T!II!1!.\l r·ui.ll..;f.j RU~Ilil; h (,If: 's ,~::'!J.':) , '( ......... ~\ .. ~ .' 1-:'.' .. ,:f,~~N~lj~:·~.~ ,.J .....• ~ .• hl;;~~,:> .. ,,:.,,<;, ' __ ''''''' .. "" .. ", .. " DtClllUllUO """ \. ,., .~ Ls_ \"9,.'\;"~j,,~~t" ;.,,; , ~i) J"()iJt'Jl.' './(;f,\I.,.;!."!f, "IN' '0.",\:,,', ." .:.'. i ~~~~·IE.j) .~; '! :.,' """, \fl~ . ,4" :.'0 ,~ ... l:~. :-t ,\ \\\ "J:"; ',..' \ L.,:-~'\ :j"'" •• w. '2;' ~" I~ icC ii ..r:1'::·(I.:'-£!_ .. :l\:..f'~::' J~.~l'ftio;_i. :',,<,; •. .J~.(, q, Y ...,1 r r,~ogc'~~ :. ~.t:'.1? (S·f";'(.."n !", ;'l~ .. ~,7 le~i·V!:.-~.» (2) 2d FIll STAkES DRI'ftN TO REJ"I.IS.IL SET PLUMS AINfI,..c r VoYU DARK .Uvt.C!t ~~2'IJ1SH[D [oa:Z";.::.: I rA ~PUI.L BAOC BUR\..' ~"k'WOC *""':." ' :~~~, ~T;'=AU.·Y" TREE STAKING DETAIL ,,' .... N.T,S. ~\ltl:~ ,~. ,lilt,·""", I Iii !111,i . ~ 1'1 o I L-~ :if ,,: ! E i ilia. ... " ~ IS i z ~ ! i I I 5 8 ! .. rt~ .... ""'---- OWONO._ iltUf 01' 1 r ~~ ... ~ ~~ II! 0:% "'0 ~!Z !Il~ 1" ~~ II ~Z ~~ u~ 11 'n n~ 11'Uf ---,---- i II/; ! w z w U, « ...J, 0.' o Ui ~ -l .. '::'~ \.{-:.''', -L-1· .. w;.;~;,;:;". ~ ::J Z ~ « o u ~ -l A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. i' I .i. .. ~ .!:- .. i ; I .\ I .... ':'i. y,\t:' I ,. n\O'it ... ..j I • ::. \,.(.\\") ., . ),,,,\5:~';; ,'" (, .... ,.),\ 0'" 'V\J...O? )'" i \))~" :~" '.1 .. i )'iU "t;'!.i,I$ !Ld,,'t~ \<:.,. :',' .,' . k ! ! r.'A~£r.t " Col' Q.$i: '\" :1 ~",u,,~/.dJ i\.ff~",,",,/!.l *.. ',' ' 7 .. , ...... . i -----...:~~.~-.-:-:, .. '~ I I I : LOT 3 I I, I I. , ... J, /.:. t ·"1"." .. ; ~F.~~ : I .L /' ~ •. <C -,", ,.,. l f''''lN''I?>'7~'!'';rN'~ /MM'1!:l':::'"'~ :" ____ .~"'" ~ I~ \1:" __ 11--'--,~ 1 ~'; , ,..----1--.. -----, ~it ,,~~ I ~ / I J~ ;.0: \ t~~".~,:i'.~.r. ~ I ' .'. "//h44'"1'//"""',",, " : : 1 n~ 1/4 '."w},.., / I I, , ..... l J I? I LOT 2 'I " '~I' , . I' , I J.i : 1 ,. ~\ I, f' , ' J, '''' ~i 'I L __ ., .",;';',J. "'.f "" / , f;.~.' ".:., ...... ...:.,7-;';''':'''''-''' - --__ ..J ~~~~~.i~ , ~:i ~ • .,-. _ :,,,~ • _ • _ • _ , Cii I II •. ~.I.I ~ U '''!'---'':'1. ...... '-;·~:;:A:'~·~.r;"C·-·· -..-.' .. ~ Lt .. . NE STli PlAa: . III .. \. l~~Ai~:;~~f·~~l'! " It., .t~~ .• ~;, (!"),. :"{ji', ... "I; I~ 1~ .: Sf: (1:' , .. 4.f}~,. ) £.~ " \" ",,-, ," \~\~f: ,~.j ~.J I ~: icC' I proposed 8" water main by Blessing ShOrt Plat : i , ; n ; , rooosed In water service " !. "'~ ·"If. "'.' ~~:: f ~!.Jl.,,;" '. "",;;:; HOI[: DrnNC u1lU'" I.OCA~ 1MCMM MPlON .. A~.lI ONLy, 'f ........ It: ntC CON'Ut\CTVII"I ~f'Y 10 1X1l1tM"'1: ~ cu.er 'e!lmtAl NoD It(ItIZ0H1 .... LCCA'DCN os: AU DaShMC UNDERGROUND U1IUIrts PIlOt '10 ~ CCNS1'1tUCliCH. NO IIEPIIBliNrAllON" "'DC l'ttAl AU UI51ING U'1lUW;S lItE 1t1OWN tClEQI. M DfCItCttR ASSSWES NO It&~rr 'Olf U'1IU11n NOt SHO .. Oft UnLfntl Nor StI<MN N 'll'C1lt PRCPtIt U)CA1ICH. CALL BD'OOC ..,.. Ole> t ... IOO-A:u.OW GRAPHIC SCALE . a 10 ,"10 '.to 5 D. Ii o ~ Hi z iI ilia ~ ~ I i ~ f § i s I. 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City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 9 . ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received .. 2. Commercial, multi-family, new single family and other nonresidential construction activities shall be restricted to the hours between 7:00 a.m. and 8:00 p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between 9:00 a.m. and 8:00 p.m. No work shall be permitted on Sundays. Property Services 1. Please see attached comments from Property Services. Fire . 1. A fire hydrant with 1 ~OOO GPM fire flow is required within 300 feet of all new single-family structures. If the building square footage exceeds 3,600 sq. ft. in area, the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures. Plan Review -Water 1. Existing and new hydrants will be required to be retrofitted with Storz "quick disconnect" fittings. Plan Review -Sewer 1. A sewer main extension along the extension of Jericho Ave NE will be required. The sewer main shall be installed at a depth and slope that will allow sewer extensions to the north. 2. Separate side sewers stubs are required in each building lot. No dual side sewers are allowed. 3. This parcel is subject to the East Renton Special Assessment District (SAD). Fees are collected at the time the utility construction permit is issued. 4. A Sewer System Development Charge of $1,017 per new building lot is payable at the time of issuance of utility construction permit. ' Plan Review -Surface Water 2. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq.ft. with the condition that a note be placed on the face of the short plat stating this limitation. 3. A Surface Water System Development Charge of $759.00 per each new single-family lot is payable at the time of issuance of a construction permit. Plan Review -StreetsfTransportation 1. A code modification has been granted to reduce the dedication to 30-foot for Right-of-Way along the extension of Jericho Ave NE, with a minimum of 20-foot pavement. The code modification was condition upon installation of "No Parking" signs; curb. and gutter and landscape along the eastern edge of the pavement; fencing if a rockery is needed along the new ROW. 2. Dedication of 15-foot radius will be required along NE 5th PI and the extension of Jericho Ave NE. 3. Dedication of a minimum 7-foot for Right-of-Way will be required along the frontage of the parcel with NE 5th Place. 4. Street improvements including, but not limited to: paving, sidewalks, curb and gutter, storm drain, landscape and street signs will be required along the frontage of the parcel with the extension of Jericho Ave NE and along NE 5th PI. 5. All wire utilities shall be installed underground per the City of Renton Undergrounding Ordinance. Plan Review -General) 1. All plans shall conform to the Renton Drafting Standards. 2. A construction permit is required. When plans are complete, three copies of the drawings, two copies of the drainage report, a construction estimate, application and appropriate fees shall be submitted to the 6th floor counter. SHPLRPT 05-113.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 8 the document(s), if necessary, shall be submitted to the City of Renton Development Services Division for review and approval by the City Attorney and Property Services section prior to the recording of the plat. 7. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: TRANSMITTED this 28th day of September, 2006 to the Owners/Applicants: Langley Development Group 6450 Southcenter Blvd #106 Seattle, WA 98188 TRANSMITTED this 2£f' day of September, 2006 to the Contact: Darrell Offe Offe Engineers 13932 SE 159th Place Renton, WA 98058 TRANSMITTED this 2f1h day of September, 2006 to the Parties of Record: N/A TRANSMITTED this 2£f' day of September, 2006 to the fol/owing: Larry Meckling, Building Official Stan Engler, Fire Marshal " Neil Watts, Development SeM:ces Director Jennifer Henning, Principal Planner Jan Conklin, Development Services Carrie Olson, Development Services South County Journal Land Use Action Appeals & Requests for Reconsideration t7fJl-~!oo ~ The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14-day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator 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 Administrator finds insuffici~nt 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 following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on' October 11, 2006. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton . City Clerk's Office, (425) 430-6510. Appeals must be filed in writing, together with the required $75.00 application fee, to: Hearing Examiner, City of Renton, to55 South Grady Way, Renton, WA 98055. EXPIRATION DATE: Th&. Short Plat approval will expire two (2) years from the date of approval. An extension may be requested pursuant to RMC section 4-7-080.M. SHPLRPT05-113.doc 1 I I City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA..{)5-113, SHPL-A Page 7 3. Compr~hensive Plan: The subject proposal is consistent with the Comprehensive Plan designations of the Residential Single Family (RSF) land use designation. 4. Zoning: The proposal as presented complies with the zoning requirements and development standards of the Residential Single Family - 8 (R-8) zoning designation, provided all advisory notes and conditions of approval are complied with. 5. Subdivision Regulations: The proposal complies with the requirements established by the City's Subdivision Regulations provided all advisory notes and conditions are complied with. 6. Existing Land Uses: Land uses surrounding the subject site include: North: Residential Single Family (zoned R-8), East: Residential Single Family (zoned R-8); South: Residential Single Family (zoned R-8); and West: Residential Single Family (zoned R-8). 7. Setbacks: The setbacks for future development on the proposed lots would be evaluated based on the standards applicable to lots along streets existing as of March 1, 1995. The front yard setback of proposed Lot 1 would face NE 5th Place, and that of Lots 2 and 3 would face Jericho Ave. NE 8. System Development Charges: A Water System Development Charge, a Surface Water System Development Charge and a Sewer System Development Charge, at the current applicable rates, will be required for the each new single-family residence as part of the construction permit. , 9. Public Utilities: The applicant will be required to install individual sewer and water stubs to serve the new lots: I. Conclusions: 1. The subject site is located in the Residential Single Family (RSF) comprehensive plan designation and complies with the goals and policies established with this designation. 2. 3. 4. ; The subject site is located in the Residential - 8 Dwelling Units Per Acre zoning designation and complies with the zoning and development standards established with this designation provided all advisory notes and conditions are complied with. The proposed three 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. The proposed three lot 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. J. DECISION: The Benner Short Plat, File No. LUA-05-113, SHPL-A, is approved subject to the following conditions: 1. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. 2. The app,licant shall pay the required Transportation Mitigation Fee at the rate of $75.00 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 3. The applicant shall comply with the recommendations contained in the "Limited Hydro geological Services -Roof Drainage Infiltration" report, dated August 29, 2006. 4. The applicant shall pay the required Fire Mitigation Fee based at the rat~ of $488.00 per new single- family lot with credit given for the existing residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 5. Due to downstream flooding and erosion problems, staff is recommending a condition requiring this project to comply with the 1998 King County Surface Water Design Manual to meet both detention (Level 2 ·'fJow control) and water quality improvements. 6. A homeowner's association or maintenance agreement shall be created concurrently with the recording of the plat in order to establish maintenance responsibilities for this development. A draft of SHPLRPT 05-113.doc " City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 6 H. Findings: proposal's potential impacts to City emergency services. The fee is estimated at $976.00 ($488.00 x 2 new lots = $976.00) and is payable prior to the recording of the short plat. Schools: According to the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992), the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling. Based on the student generation factor, the proposed short plat!'would result in a maximum of one additional student (0.44 X 2 lots = 0.88 rounded up to 1) to the local schools (Maplewood Heights Elementary, McKnight Middle School and Hazen High School). It is anticipated that the Renton School District can accommodate any additional students generated by this proposal. Storm Water: Due to downstream flooding and erosion problems in the area, staff recommends that the project comply with the 1998 King County Surface Water Design Manual Level 2 standards for both detention and water quality. The applicant has submitted a drainage report titled Report- Limited Hydrological Services, Roof Drainage and Infiltration, completed by Icicle Creek Engineers, dated August 29, 2006, addressing storm water drainage design. Staff recommends that the applicant be required to follow the recommendations found in the report as a condition of short plat approval. A code modification has been granted to restrict the maximum impervious area per lot to 3,500 sq. ft. with the condition that this be placed on the face of the short plat prior to recording. A copy of the modification is attached to this report. A Surface Water System Development Fee is required upon development of the site, and will be charged at the current rate of $759.00 per new single-family lot. The fee is payable prior"to the issu~nce of the utility construction permit. To ensure the upkeep of the proposed stormwater facilities, staff recommends as a condition of the short plat approval, the applicant establish a Home Owner's Association or a maintenance agreement to maintain the stormwater facilities. Additionally, to control the runoff impact during site preparation and grading, the applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of Construction permits. This condition shall be subject to the review and approval of the Development Services Division. Water and Sanitary Sewer Utilities: The site is within the water service area of Water District 90 (WD 90). The applicant has submitted a certificate of water availability from WD 90. The required fire flow for single-family residences is 1,000 gpm, and a fire hydrant is required to be located within 300 feet of all single-family residence. A water service line to the two new lots shall be provided. New water service stubs to each lot must be installed prior to recording of the short plat. There are 8-inch sewer mains located in Jericho Ave. NE and NE 5th PI.. The sewer line must be extended along the extension of Jericho Ave. NE. The proposed short plat shall provide separate side sewers stubs to each building lot. No dual side sewers are allowed. Each new lot must be serv~d with an individual side sewer at a minimum slope of 2 percent. Sewer stub-outs must be installed prior to the recording of the short plat. A System Development Charge of $1,017.00 per each new lot is required. The site is also subject to an East Renton Special Assessment District fee ... These fees are payable at the time of issuance of a utility construction permit with credit given for t~e existing residence. Having reviewed the written record in the matter, the City now enters the following: 1. Request: The applicant has requested Administrative Short Plat Approval for the Benner Short Plat, File No. LUA-05-113, SHPL-A. 2. Application: The applicant's short plat application complies with the requirements for information for short plat review. The applicant's short plat plan and other project drawings. are contained within the official land use file. SHPLRPT 05-113.doc I City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 5 c) C0trlmunity Assets The City's landscape code (RMC 4-4-070) requires all short plats to provide a 5-foot landscaped strip in the front yard area of lots that abut a public right-of-way. The applicant will be required to install a 5-foot landscaped strip along the frontage of NE 5th Place and Jericho Ave. NE within the proposed lots. In addition, the applicant will be required to plant two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 - 8 feet in height (conifer), within the 15-foot front yard setback area for the proposed lots. A conceptual landscape plan was submitted as part of the proposed land use application showing the two new trees per lot. The 5-foot landscape strip was not shown. Staff recommends that as a condition of short plat approval the applicant be required to submit a detailed landscape plan, which includes the items listed in the definition of detailed landscape plan in RMC 4-8-1200(12). The required landscape areas must be irrigated or use of drought-resistant plants. d) Compliance with Subdivision Regulations Streets: The proposed short plat is anticipated to generate additional traffic on the City's street system. In order to mitigate transportation impacts, staff recommends a condition of approval be placed on the project requiring a Transportation Mitigation Fee based on $75.00 per net new ave(age daily trip attributed to the project. One new lot (credit given for the existing residence) is expected to generate approximately 19.14 (9.57 trips x 2 lots) new average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x 19.14 trips = $1,435.50) and is payable prior to the recording of the short plat. Blocks: No new blocks will be created as part of the proposed short plat. Lots: The size, shape, orientation, and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the development standards of the R-8 zone. Each lot is rectangular in shape; Lot 1 is oriented to NE 5th Place and Lots 2 and 3 are oriented to Jericho Ave. NE. The minimum lot size for parcels less than one acre in the R-8 zone is 5,000 square feet. With lot sizes ranging between 4,812 sq. ft. and 5,895 sq. ft., the proposed short plat meets the minimum lot size requirements. The-dimensions of the proposed lots meet the minimum width and depth requirements (see discussion under Compliance with the Underlying Zoning Designation) and are compatible with other existing lots in this area under the same R-8 zoning classification. In addition, the lots appear to contain adequate building areas for the construction of suitable single-family residences when taking setbacks and lot coverage requirements into consideration. These requirements will be r~viewed at the time of building permit application. , The'size, shape, orientation and arrangement of the proposed lots comply with the requirements of the Subdivision Regulations and the Development Standards of the R-8 zone. e) Reasonableness of Proposed Boundaries Access: Lot 1 would front onto NE 5th Place, and Lots 2 and 3 would front onto Jericho Ave. NE. Topography: The topography of the subject site is generally flat. Relationship to Existing Uses: The properties surrounding the subject site are single-family residences and are deSignated Residential - 8 Dwelling Units Per Acre (R-8) on the City's zoning map. The proposal is for two additional lots, which complies with the density allowed in the R-8 zon~. The proposal is similar to existing development patterns in the area and is consistent with the Comprehensive Plan and Zoning Code, which encourages residential infill development. f) A vailability and Impact on Public Services (Timeliness) SHPLRPT 05-113.doc Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the condition that the applicant provide Code required improvements and fees. A Fire Mitigation Fee, based on $488.00 per new single-family lot with~credit given for the existing single-family residence, is recommended in order to mitigate the City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-05-113, SHPL-A Page 4 minimum lot size is not intended to set the standard for density in the designation, but to provide flexibility in subdivision/plat design and facilitate development within the allowed density range. The proposed project site is less than an acre (21,739 sq. ft. or 0.50 acre). All of the proposed lots are equal to or exceed the minimum lot size of 5,000 square feet. Policy LU-1S2. Single-family lot size, lot width, setbacks, and impervious surface should be . sufficient to aI/ow private open space, landscaping to provide buffers/privacy without extensive fencing, and sufficient area for maintenance activities. The proposed new lots would meet the required lot size, width, and setbacks to create sufficient front, rear, and side yard areas. Policy LU-1S4. Interpret development standards to support new plats and infil/ project designs incorporating street locations, lot configurations, and building envelopes that address privacy and quality of life for existing residents. The site would be divided into three rectangular lots that are similar in size, orientation and building envelopes to other development in the neighboring area. Approval of this application would not decrease the quality of life for residents in the immediate vicinity. POlifY CO-12. 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 neighborhoods . • The,proposed short plat would subdivide an existing lot into three lots. The existing residence would be removed, thus allowing two new single-family dwellings to be constructed, which will update the housing stock in the existing neighborhood. b) Compliance with the Underlying Zoning Designation SHPLRPT 05-113.doc The~subject site is deSignated Residential - 8 Dwelling Units per Acre (R-8) on the City of Renton Zoni'ng Map. The proposed development would allow for the future construction of three new single-family dwelling units with the removal of the existing single-family structure and garage. 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. Net density is calculated after the deduction of sensitive areas, areas intended for public right-of-way, and private access easements. The short plat would require dedication of approximately 4,768.7 sq. ft. of public right-of-way, resulting in a net site area of 0.39 acres. Based on three lots, net density would be 7.69 (3 units/0.39 acres) dwelling units per acre, which is within the allowable density range for the R-8 zone. The required setbacks in the R-8 zone are as follows: front yard is 15 feet for the primary structure and .20 feet for an attached garage, side yard is 5 feet, side yard along a street is 15 feet for the prirr(ary structure and 20 feet for an attached garage and the rear yard is 20 feet. The .allowed lot dimensions for the R-8 zone are minimum lot width of 50-foot for interior lot, 60- foot for corner lot and minimum lot depth of 65 feet. As proposed, Lots 1 and 3 are interior lots with a width of 50.02 feet and a depth of over 100 feet. Lot 2 is a corner lot. It is 62.27 feet wide and ove~ 100 feet deep. All lots comply with lot dimension requirements. The ,allowed building lot coverage in the R-8 zone is 35 percent or 2,500 square feet whichever is greater for lots over 5,000 square feet in size and lots 5,000 square feet or less are allowed a maximum of 50 percent lot coverage. The existing residence and garage would be removed as a condition of the short plat approval. The applicant shall obtain a demolition permit and complete all inspections and approvals for all buildings located on the property prior to the recording of the final short plat. The satisfaction of this requirement is subject to the review and approval of the Development Services Project Manager. The lot coverage for the new lots would be verified at the time of building permit review. The parking regulations required that detached or semi-attached dwellings provide at minimum of two off-street parking spaces. As proposed, each lot would have adequate area to provide two off- street parking spaces. Compliance with the parking requirements will be verified at the time of buil~ing permit review. I City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA~5-113, SHPL-A Page 3 Section 4-7 -1S0: Streets-General Requirements and Minimum Standards Section 4-7-170: Residential Lots-General Requirements and Minimum Standards 5. Chapter 9 Procedures and Review Criteria F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element -Residential Single Family ! 2. Community Design Element G. DEPARTMENT ANAL YSIS: 1. Project Description/Background The applicant, langley Development Group, is proposing to subdivide an existing lot into three new lots for eventual construction of detached single-family houses. The proposed lot is O.SO-acre (21,739 square feet) and zoned Residential - 8 dwelling units per acre (R-8). An existing single-family house and garage would be removed. The lots would be between S,OS8.8 sq. ft. and 6,190.4 sq. ft. The proposal for the eventual development of a three-lot subdivision, with deductions for dedication of right-of-way on NE Sth Place and Jericho Ave. NE, would have a net density of 7.69 dwelling units/acre. . The topography of the subject site is generally flat, with Alderwood series soils. The applicant submitted a conceptual landscape plan with proposed street trees and two new trees per lot. 2. Environmental Review Except when Idcated 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 tile, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency Short Plat Criteria Approval of a short plat is based upon several factors. The following short plat criteria have been established to assist decision-makers in the review of the short plat: a) Compliance with the Comprehensive Plan Designation SHPLRPT 05-113.doc The'site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map\ Lands in the RSF designation are intended to be used for quality residential detached development organized into neighborhoods at urban densities. It is intended that larger subdivision, intill 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: Policy LU-147. Net development densities should fall within a range of 4.0 to B.O dwelling units per acre in Residential Single Family neighborhoods. The'proposed project for three lots would arrive at a net density of 7.69 dwelling units per net acre, which is within the allowable density range. Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land. The City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED September 28,2006; PROJECT LUA-OS-113, SHPL-A B. GENERAL INFORMA TlON: 1. Owners of Record: Langley Development Group 64S0 Southcenter Blvd #106 Seattle, WA 98188 2. Zoning Designation: Residential - 8 dulac (R-8) 3. Comprehensive Plan Land Use Designation: Residential Single Family (RSF) Page 2 4. Existing Site Use: The site has a single-family residence and garage proposed to be removed. 5. Neighborhood Characteristics: 6. 7. North: Single Family Residential (R-8 zoning) East: Single Family Residential (R-8 zoning) South:·· Single Family Residential (R-8 zoning) West: Single Family Residential (R-8 zoning) Access: Site Area: NE Sth Place and extension of Jericho Ave. NE 21,739 square feeUO.SO acres C. HISTORICAUBACKGROUND: Action Comprehensive Plan Land Use File No. N/A Ordinance No. S099 Date 11/0112004 Zoning Annexation N/A N/A S100 4924 11/01/2004 12/0S/2001 D. PUBLIC SERVICES: 1. Utilities Water: The proposed project is within the water service area of Water District 90 (WD 90). The . applicant submitted a Certificate of Water Availability from K.C. Water District #90. The proposed project is located outside an Aquifer Protection Zone. Sewer: There is an 8-inch sewer main on Jericho Ave NE (SE corner of the project site). There is also an 8-inch sewer main along NE Sth Place. Surface Water/Storm Water: A storm drainage plan and drainage report was provided. The applicant is proposing dry wells for the individual lots. This project drains to the Maplewood Creek sub- basin. Streets~ 28 ft. of pavement is in place along NE 5th Place. 2. Fire Protection: City of Renton Fire Department E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Chapter 2 Land Use Districts Section 4-2-020: Purpose and Intent of Zoning Districts Section 4-2-070: Zoning Use Table Section 4-2-110: Residential Development Standards 2. Chapter4 Property Development Standards Section 11--4-030: Development Guidelines and Regulations 3. Chapte~ 6 Streets and Utility Standards Section 4-6-060: Street Standards 4. Chapter 7 Subdivision Regulations Section 4-7-070: Detailed Procedures for Short Subdivisions Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and Minimum Standards SHPLRPT 05-113.doc , REPORT & DECISION REPORT DATE: Project Name Owner/Applicant: Contact: File Number Project Description Project Location Project Location Map City of Renton Department of Planning / Building / Public Works ADMINISTRA TIVE SHORT PLA T REPORT & DECISION " September 28, 2006 " Benner Short Plat Langley Development Group 6450 Southcenter Blvd. #106 Seattle, WA 98188 Darrell Offe Offe Engineer~ 13932 SE 159 Place Renton, WA 98058 LUA-05-113, SHPL-A I Project Manager I Valerie Kinast, Associate Planner The applicant, Langley Development Group, Inc. is requesting Administrative Short Plat approval of the subdivision of an existing 21,739 square foot (0.50 acre) lot into 3 lots. The zoning designation is Residential - 8 (R-8) dwelling units per acre and the resulting density . would be 7.69 du/acre. The existing single-family residence and garage would be removed ; as part of this short plat. Lot 1 would have access from NE 5tfi Place, and Lots 2 and 3 " would have access from the extension of Jericho Rd. NE. areas on the site. 5218 NE 5th Place There are no known critical N t SHPLRPT 05-113.doc It) 0 0 N , It) 0 ., !Xl ;; • f.i -~ ~i I! ~ ~ 0 N II • ~ jj ~ oj ~ c5 ffi '" ::Ij 0 :I: ~ h ~ . ~ !! I (f) 9 > 0 ~ ~ 0 i w !;;: o z o iii Gj Ck: o z A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGiE 5 EAST, W.M. , I I I I , ! ~-------+--------~ ! I I I I I I I , I I I ! I I I I I I I , I I I ! I I I I I I I i I I SHED , I I FOUND REBAR ...:::..:..::~~ I I I & CAP I ~ _______ + _____ /_ ! I I I w I I 'z I I ! w I I I U I I , :s I I ! ~ I I 1 01 I ,U I I ! ~ I I I ---.l \ I I, \ '-~ I FOUND REBAR -""-'~ ..... ~ & CAP LS 37555 , ----_--L __ ---- I , w • ill -L(J n -0 o . .,-0 • 0 o .,-o z GARAGE FF=454.57 HOUSE FF=461.51 / ..... 'r-~ ~~~:a; p. ::-7 -' ............ -\~ . I !>:;.~ .: ::~ ::1 e·::·.:···:·:: •• ::··.· ...•••..••...••••••.•.• : •.••...... : .. ' / ..... '. '/ I···· . • .. ' ..•. . ......... r- '0 • .: • ',' -----L_______ t><l ___ --.!E-::451.93 (i~"A~5S~63 ........ ' .. , .' .. ' . . '"....." ... " '.~"" .' . . .. ......... . .. '. \ ..... . . .. .' .. .' .. . I ) / SANITARY SEWER MANHOLE SID! ----~~'-'~'-~~~''-~-~~~~~~~'-;~~~:--,--~~~~ .... ' •. ' '~'/i"': . R(IM" 455.57) J 'I .. '. '.' .. .... ..NE5·TH p[A'c'E: .••.. .. F()UND-MO~JMENT~ •.•.. ' .• IE=446.47 S PVC-W W ". .... .' . ..' .... . . . INCASE .... ----I.f;=44t:'-iZ7 (S"PVC-S) Z .. .' .. . . . '7/0q>::f W CATCH BASIN RIM=454.66 ~ IE=451.56 (12" ADS-N) Z IE=451.56 (12" ADS-S) W > <{ o u « S ---.l ............. · •.• 1 •• !VI." .~ ..... w > <{ o U 0:::: W J 4' WIRE FENCE ~~ FOUND REBAR 0.02 E & CAP LS 37555 SANITARY SEWER MANHOLE RIM=456.S7 IE=445.77 (S"PVC-N) IE=44~5.67 (S"PVC-S) NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARl: SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONolBIL'TY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 VICINITY MAP u < ~ z w NC: ,OTH ST ?( SE 116th 51 z w ~ " w w Z w ~ w PROJECT z ~ w ~ ~ w LOCATION ~ z 5 a ~ ~ '" > NE H sr a SE 128TH S 20 FEET I RECOMMl;~PED FOR APPROVAL iBy. ___ _ _ _ ._ Date.: ____ _ By. ______ Date:....: ___ _ jBY. ______ Date:....: ___ _ By. _______ Oate.: ____ _ f-II W .., 0 a: a. • U C 1-1 5 .... Co ::J 0 D. I- (!) t: .... C 0 OJ E ::I: (n Co 0 ~ -OJ W > Z OJ 0 Z >-w a:I OJ -Cl C f-ca ~-J ...J II ~ Cl uJ ~ en uJ 0 f-Z ~ 0 II ti:i uJ J: en z o t a: II ffl Cl 0 ...J Cl c.. <C :E >-I c.. ~ (!) 0 a.. 0 I- DATE OB/05/2005 JOB NO. DWG NO. SHEET 1 OF 1 r-~~~rT--------------------------------------------------------------------------------------------------------------~---------------,-----------p~~~~~ a N II • ~ § <.0 '" W £Q 3 0 :x: ~ ;! I 9 '0 I I Ii I 0:: [l. ~ w !;( Cl fu Z 0 iii ~ 0:: a z L: • . I: , ..J , .. ~;:.i\}::J.11 /\-,',", ·;:;;;~{L:.:!:'~_ "1 i \;i I' . HH" ,--;; 1 __ I I ~ " .' ", , ) , . ~ - .. ' A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RAN(~E 5 EAST, W.M. NOTE: EXISllNG UllLlTY LOCATIONS Sf-'C 1'0 ~ HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CON,HA,(:lOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERllCAL Itm HORIZONTAL LOCATION -.. --;-- " i ! ,. i , I I 1 .~. +.-. rJ , , , •• J" '-J -" , " , I • _ ," :. ,', I I,: i\i \,1 , , [ , i " . I --• , , I @J®j------.::..c,-:"',-,,-j ,-----__ [ : LOT 3 1 1 1 1 1 1 1 1 ~ ,_: 1 '-nL..' I 1 1 I---"'-L.j 1 1 ,~.:" .::" ~! :: ~\~ 1 I VJ!f L .' -:.;., 1 LOT 1 I:::: ----~,----- i· F ~ 1----,'1-~~-' -1 1 ,[ ,',',.,:.:, " I, :,;i " 1 \~ I ' : j _ i!' ~ "I '}' I' Q.\_. :.: :. i.. LOT 2 : ~---. ---I ® L_' --",-~-,.::...-__ J , \~ K)\ , ~-, ; "I I ,! . , I " ; Ii. ': . . I "_" • _,' I I OF ALL EXISTING UNDERGROUND U [IlliTES PRIOR TO COMMENCING CONSTRUCTION. NO ,EPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARf ~~HOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UllLlllES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LO~ATION. CALL BEFORE YOU DIG: 1-800-424-5555 PROPOSED LANDSCAPING PER BLESSING SHORT PLAT (TYP.) STREET TREE NOTES: 1. TREES TO BE PLAN TED AT APPROX. 30' ON CEN Tf:F, WITH ADJUSTMENTS FOR UTILITY FIXTURES AND M A. L30XES. 2. HOMEOWNERS SHALL BE RESPONSIBLE FOR TREE MAINTENANCE FOR rREES WITHIN OR ABUTTING L(ll~;. 3. STREET TREES SHALI_ BE: CARPINUS BETULUS (FASTIGATE EUROPEAN HORNE EAM) 4. STREET TREES SHALL BE MIN 50' AWAY FROM INTmSECTIONS (AS MEASURED FROM FACE OF CURB). LOCATE 5' BEHIND THE RJ\\ LINE (OR CURB IF NO SIDE:: NAL.K). PLANTING SCHEDULE CARFINUS B.:TULUS (FASTIGATE EUROFEAN HOfo."IF)EAM) 6' Hr. 31Zl'-3&' OC. (STREET TREES) ACER FLATANOIDES (NORWAY MAFLE) 2" CAL SPACING AS INDICATED P<S;;~-m:CiDUOUS TREE ll---Tf ...... -it"---#1 CHAIN LOCK, LOCK & STAPLE TO STAKE 11----(2') 2x2 FIR STAKES DRIVEN TO REFUSAL SET PLUMB & INLINE ,---;;>" LAYER BARK MULCH :/r~='~ 2" DISHED EDGE -~=;r-t---PULL BACK BURLAP AI\D REMOVE WIRE Bp.SKET -+---50/50 TOPSOIL/ TREE STAKING DETAIL N. T.S. NA liVE SOIL MIX PI.ANT PIT TWICE Dim. OF ROOTBALL 20 o 20 --• --SCAlI:: !N FEET 40 I-c..l W .., 0 0:: a. ~ ~!j . ~~I g ~~Ih ~1"le re;i ~ 0 • u z 5 .... ... A- ::l ~ D. ~ " I-Z 0 w ::J: % A-U) 0 ~ ..... W W > Z w Q Z > W w ..... a:l " Z I-S Z W ...J c..l >-m 0 w ~ c..l W J: c..l >-m z ~ a z o Ii: ~ u ffl o ci z ~ g a g! z S A- w A- 5 In Q Z S ..... III( ::l b: w U Z 1-0 ffiU I-Z 0 c..l I-W w J: rn DATE 08/05/2005 JOB NO. DWG NO. SHEET 1 OF 1 DEVF.y_:::t~ . '-':\'/';;~,~~f'h:l C[f' 'J '_I'-;:I.~J .;)·r·}j.···, q) " ,',""e,V'·: t,,·, ", ..... ~"',-,~ ... f--Z ::52 Q..C) f--Z 0::: I O(/) I« (/)$: 0::: • wZ z2 Zz Ww en 0::: ~Z 00 :>-t~ ~Z -~ uO:: !K 0 C'I II • - a u ~ g w m 9 '3 0 c r Iii f . "-~o c.~ ,,0 0;- Ul en -2 "" .-5E ~~ u • -==LJ .0. "a. a. '-e "'0 .S E '0"-;::Q) "E ~E ""-eN °c ~ e", 0" 0::0 -- i a:1 ! ~!i -- I I I I I I I , I I I a:: a. a. « w !;( 0 ~ z o iii ~ a:: : d I Z ---'--- I I w z w u « ~ 0.... o U « 5 ~ w Z W ::::) z w > « 0 u « 5 ~ - A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE: 50.02' r---____ l01.:.19'_ ---l I I I I : LOT 3 : I I I 5,058.8 sq. ft. I I I I I I I L-----__________ J 101.16' :---------l I~ I I I I . ~; :~~. ~I I~ NI IN .-i ..... .-il l.-i I I I I I I I : LOT 1 : ~ : 5,614.7 sq. ft. : . ~ I I L--_______ ..J r--------------__ I I I I I I I I ,I LOT 2 : I I , I 6,296.3 sq. ft. I , I I I I I I L _______________ ~ 50.02' I 101.12' 7.12' . , ' NE 5TH PLACE \\\ \)\"-l . M--e \){Oo 0{\\~ \~gg co 00 '(\ e ~ '>(.\{\ 0; <::JO ~ \ ro '00 *~OO ~eC' N o • o In - r-... N . N ~ UJ Z UJ ::J Z UJ ~ o u 0:= UJ r"""'I , I UJ z UJ ::J z UJ ~ 18 1-1 0::: w r"""'I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONL Y. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER AssuMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 VICINITY MAP Engineer: Offe Engineers, PLLC Attn: Darrell Offe, P.E. 13932 SE 159'" Place Renton, Washington 98058-7832 (42S) 260-3412 office SUlVeyor: Balma and Holmberg, Inc. Attn: lim Weidlng 100 Front Street South Issaquah, Washington 98027 Property Owner(s): Langley Development Group, Inc. Legal Description: The South 120 feet of the North 330 feet of the Northeast Quarter of the Southwest Quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County Washington; except the West 480 feet thereof. ' Together with an easement for ingress and egress over the South 30 feet of the NOrth 360 feet of the Northeast Quarter of the Southwest Quarter of the Southeast Quarter of Section 10, Township 23 North, Range 5 East, W.M., in King County, Washington. King County Parcel Number: 102305-9306 Address: 5218 NE 5th Place Renton, Washington Total Area of Proposed Plat: 0.50 acres (21,738.5 sq. ft.) Proposed Number of Lots: 3 City of Renton Zoning: R-8 Proposed Lot Area: Lotl loU loU Density Proposed: Density Allowed: February 13, 2006 Gross Lot Area 5,614.7 sq. ft. 6,296.3 sq. ft. 5,058.8 sq. ft. 7.70 dwelling units per acre 4 - 8 dwelling units per acre GRAPHIC SCALE o 10 20 40 ! , I_~! fInch = 20 feel b w ..., ~ 0.. ~ ~~I ~ §~IU z ~IC r.t:I!( ~ ffl ~ C3 • U Z loot ~ 0 !l! c..> W :I: c..> ~ ~ C z Q Ii: it: ~ w C w I ~ c ci i z - 0 ...J 0 g; 9 ~ 0 C w Z (!) iii w c ~ ... A. ::;) ~ A. z =s ~ CJ I-A. Z W 0 w I- :E .... :c U) A. ~ 9 Q ~ w w U) LLI > s: w Z Q w ~ Z > LLI w ...I fa CJ I-Z Z W I-Z ~::5 0 c..> Iii w w ::; J: c..> CJl DATE D2/13/2006 JOB NO. DWG NO, SHEET 1 OF 1 DE Vr:U)_1:'~1>::: ,T ,-,: _0 ;'\;'!::<1G Ci.'({j! '~:-:,ln;,: FEB 2 ? "--, f. • _ J ~'" ,.-:"'. t;' -' t.;;;'l..,:!<, j ..., ~ 0 0 ~ '" '-~ i ..., 0 ~d .. ,- <Xl ~Z 00 >-<E-o E-o Z -~ UQ:: ~ ii 1--~ II ~i 'I o N II , ~ ~ U Z c3 0: w II> 0 :::! -' -' 0 0 J: ''<1 I a~ ( i< ~II> g .~ _0 0.-.,0 ClZ '" UI'C '" '-5 E l=:y u j5 L..I ::10. 0. '-c "''' .<: E ,,~ =-=v ::IE ~E "'.-I:N I:CI' I: 0' 0" 0:0 ::; ::::> .... C§ -c- i §:I ~ ~. _ia -. _L.... .. ! , , , , , , , 1 , B I 0:: n. n. <C w .... <C 0 >-ID z o tii ~ 0:: : 0 , z I I w I z I w I u I « I ~ (l I 0 I u « I I 5 ~ \ - "-" w Z W I ::::J z w r > « I 0 I u « 5 ~ - A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE: I ,-------1 I I I I J I I I . I I I I -I J I LOT 1 I I I I I . : FIN. FLOOR : I =456.5 I I I L-______ -.1 ----- IE= 452. 25, 4" NEW /"" ----"'"-- ----- / I I PROPOSED DRY-WELL LOCATIONS J (TYP. 2 PLACES) r-----------l I I : LOT 3 : I FIN. FLOOR=456.0 I I I I I I I L---________ J NE 5TH PLACE ------""' '" , . -,' \ I w , w Z I w ::> Z w ~ 0 u ~ 0::: w 1"'"\ BUILDING ~ ~ % % % /::/ '--_ 1 7' EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 ////////////:/ ~------~--------~I CB #1, TYPE 1 RIM=453.2 INSTALL RIP-RAP PAD @ OUTLET END 7' 7' ONE DRYI'I£LL PER 1000 SF OF ROOF AREA ~ DRYI'I£LL / DRYWELL LOCATION N.T.S. -;; I ~RoofDown>p:jl1 HUlse :/ V ~ /--Catch Basin V/////; ~. (\NdDrain) "--Roa ==fk>=ii~C====;~~ ~ DOoVnspoll: .~~ ~~ ~ DRY WELL !)LAN VIEW NTS o 48 I,-.,h DIO ,"""" Hole Filled wilh 1 '12' 3" W.shed DIAinRock w >-.... 0:: w 0.. o 0:: n. r M erl<; C.,.,.",. of Hole wilh I" c..Wed PVC or OIher rreans Fluohw~h Scm.ce '~u\.lfJ ~ . l' m" 4(] I rch Die rreter <40' mOl ~'d of H I ~ Hole Filledwilh ,0' [;;"edw1;;-,1/2-:1' Washed 1--------15' mi~. mes-FoIJric -Lr .. inROd< A",----,,- DRY WELL SECTION NTS Mr.I. "I ilbQ\l>ij-SoiiIIasoi'BI H gh Groundwa1'6r Tabl"", r DRY WELL INFILTRATION SYSTEM N T.8. 1,.lf', 01-F,fI\;U)" RECEIVED SEP 052006 BUILDING DIVISION GRAPHIC SCALE LVA 05-1I~ o 10 20 ! I I 40 I 1 inch = 20 feel t; w (3 If • u z 5 .... ~ ::::» ~ a. ~ ~ .... z 0 ILl :E ::c A. U) 9 ~ ILl ILl > Z ILl Q Z >-ILl ILl ...I ~ ~ z ffi~ :::; 0 w I !;( c o ...J ~ 0 c ~ :I: o ~ w ~ 0 0 .... w w :I: en z ~ A. ...I ~ .... z 0 u ILl ~ Z ~ Q DATE 02/13/2006 JOB NO. DWG NO. SHEET 1 OF 1 01) 0 ~ 0 ~ '" , Ii :3 1..1 .. , ~ IX) d t------ 1---_.- . o N II , ~ I a:: I D- I 9;: I W : ~ Z o iii ~ a:: : 0 I Z I I I I w I z w I u I « I ...J Q.. I 0 I u « I 5 ...J \ - "" '-..... -- w Z w I ::::J z w > « I 0 I u « 5: ...J - A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. NOTE: / I PROPOSED DRY-WELL LOCATIONS (2 TYP.) V-~1~---454-----__ -~------~~ LOT 3 FIN. FLOOR=456.0 LOT 1 FIN. FLOOR=456.5 LOT 2 FIN. FLOOR=457.0 -----t-I!--~--' -.------------'--------- NE 5TH PLACE ..--..---------------------- vA-':lA-\ <' 2% __ r \ w z Iw ::> z w ~ 8 ~ W r"""\ / EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONL Y. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1-800-424-5555 GRADI NG QUANTI TI ES COMPACTED FI LL MATERI AL = 610 OJ. Y08. EXCAVATION (CUT) = 70 OJ. YOS. GRAPHIC SCALE , O. 10 20 40 1 I I I 1 inch = 20 f •• t ~ ~ - ~ ~~Iii §~ U ~ • u z 5 .... ~ ::» ~ A. ~ " I-Z 0 ILl :c :E .:L (I) 9 ~ ILl w it z CII z E:i w .... ~ " Z ffi~ ::::; 0 !z w !z 8 Ii:i w :I: en w I !( c g I ~ Z j .:L " Z .... CII ~ " DATE 02/13/2006 JOB NO. DWG NO. SHEET 1 OF 1 II DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, I1EREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE C()NSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUf: HANDS AND SEALS. LANGLEY DEVELOPMENT GROUP INC., A WASHINGTON CORPORATION TIMBERLAND BANK C. THOMAS AND MARYL C. FOSTER TRUS r LEGAL DESCRIPTION PARCEL A THE SOUTH 120 FEET OF THE NORTH 3 \0 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAS'I QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON EXCEPT THE WEST 480 FEET THEREOF. PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGRE-;S AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QLIARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TGWNSHIP 23 NORTH, RANGE 5 EAST, W.M.. IN KING COUNTY. WASHINGTON. EXCEPT ANY PORTION LYING WITHIN COUt1TY ROADS. ACKNOWLEDGMENTS STATE OF WASHINGTON ) . -Iss -COUNTY OF _______ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT. ON OATH STATED THAT HE IS AUTHORIZED TO EXEC UTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF LANGLEY DEVELOPMENT GROUP. INC •• A WASHINGTON CORPORATION TO BE THE FREE AND VOLtJNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMEtIT. A OF' DATED ____________________ .. ______ _ SIGNATURE OF NOTARY PUBLIC __________________ _ MY APPOINTMENT EXPIRES ------------- STATE OF WASHINGTON ) )SS COUNTY OF _______ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ______ IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT. ON OATH STATED THAT HE IS AUTHORIZED TO EXEC UTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF nMBERLAND BANK TO BE THE FREE AND VOLUNTARY ACT,.. SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. q:: DATED _____________________________ _ SIGNATURE OF NOTARY PUBLIC ________________ _ MY APPOINTMENT EXPIRES _____________ _ STATE OF WASHINGTON ) )SS COUNTY OF _________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __________________________ IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT. ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF C. ntOMAS AND MARYl. C. FOS1ER TRUST TO BE THE FREE AND VOLUNTARY ACT" SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. or;: t' DATED ___________________________ _ SIGNATURE OF NOTARY PUBLIC ____________________ _ MY APPOINTMENT EXPIRES _______________ _ BENNER SHORT PLAT sw 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. RESTRICTIONS OF RECORD 1. SUBJECT TO EASEMENT FOR INGRESS AND EGRESS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECOI!DING NUMBER 7603170678. 2. SUBJECT TO ROAD MAINTENANCE PRoviSIONS. AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NuMBER B807o1o506. EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT. AND THEIR RESPECTIVE SUCCESSOR~' AND ASSIGNS. UNDER AND UPON THE EXTERIOR 10 FEET. PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS. IN WHICH TO INSTALL, LAY. CONSTRUCT. RENI:W. OPERATE AND MAINTAIN UNDERGROUND CONDUITS. MAINS. CABLES AND WIRES WITH NECESSAIIY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION ,AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE. TV. AND GAS SERVICE. TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EA~EMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBI E TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT. TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED TO liE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHCD TO A BUILDING. CllY OF RENTON APPROVALS CITY OF RENTON PLANNING I BUILDING I PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS _____ D/lY OF ___________ , 20_. ADMINISTRATOR DEPT. OF ASSESSMENTS EXAMINED AND APPROVED THIS ____ oM OF _________ • 20 ___ . KING COUNTY ASSESSOR DEPUTY ASSESSOR RECORDING CERTifICATE FILED FOR RECORD THIS ________ DAY OF _________ • 20 ____ AT _______ M. IN BOOK ____ OF SURVEYS. AT PAGE ____ AT THE REQUEST OF ____________ _ MANAGER ~.UPT. OF RECORDS SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, HEREBY (ERTIFY THAT THIS SHORT PLAT IS BASED ON AN ACTUAL SURVEY IN SECTION 10, TOWNSHIP 23 NORTH. RANGE 5 EAST, W.M.. THAT THE DISTANCES, COURSES AND ANGLES ARE SHtJWN CORRECTLY HEREON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE GROUND. AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAl STATUTES AND REGULATIONS GOVERNING PLATTING. CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 35145 DATE SHORT PLAT for LANGLEY DEV. GROUP, 6450 SOUTHCENTER BLVD ------------------- 05 LUA-'oo-113-SHPL LND-20-0427 VICINITY MAP INC. ST MG &A DRAWN BY: MRP CHKD BY: CSB PROJECT LOCATION se: 128TI-I Mead Gilman & Assoc. Professional Land Surveyors p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DATE: 5-10-07 SCALE: N / A JOB NO: 07099 SHEET: 1 OF 2 BENNER SHORT PLAT dc::- LUI\-OO-113-SHPL LND~20-0427 SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. ------- 2 0 FND 1/2" R/C "BHI LS 11332" 0.15' S & 0.10' E OF CALC'ED POS. J FOUND 1/2" R/C "LS 87693" 0.12' S & 0.06' E OF CALC'ED POS. ':.t 0 c:i ('II ... LLI • CO P ... .... b 0 Z 50.02' i0 1 I") 5,616 sq.ft. N ~ ~ N 88"20'35-W N 0 c::i to i0 "1 N ~ ~ Lo..I "co 0 ~ ~ b 0 Z N "1 N eD L NO. PARCE 5930 8 10 230 101.15' 3 5,056 sq.ft. EAST LINE OF THE NE 1/4. OF THt SW 1/4 ............. 1 OF THE SE 1/4 OF SECTION 10-2 '-05E l 181.18' 16.01 16' 14' 0, eD t to N 88'20'35" W co 101.12' 10' FRANCHISE UTILl1Y-;;;;l EASEMENT. SEE EASEMENT PROVISIONS, SHEET 1. 2 6,155 sq.ft. "co eD to I") w 'in, ~,.-C; ~c::i b~ 0 1 z ---------- o c:i ('II .... • It) ... 'it> ... 8 z FOUND 1/2" REBAR WITH SMASHED CAP 0.11' S & 0.02' W OF CALC'ED POS. THIS PORTION TO BE DEDICATED TO THE CI1Y OF RENTON FOR ROAD PURPOSES UPON THE RECORDING OF THIS SHORT PLAT. 50.02' 75.45' J ---.------~,----NN~8BE8~·2~0·~43~"~W;-4---712~5~.4~6·~------~~------------~~~ --L-/C-FOUND 4 "X4" CONC. MON. IN CASE J. 30' ACCESS EASEMENT PER REC. NO. 7603170768. LS#37555 0.12' SAND 0.01' E OF N / CALC'ED POS. (3/06) ------------~8B~~~;---~1~67~.1~0~'--------------~~~._-----1-----~, N 88·20'35" W _t-1_4._00_· -r ' 181.10' FOUND 1/2" REBAR WITH SMASHED CAP 0.56' N & 0.02' E OF CALC'ED POS. --k--'if,', 374'" 8RAS~n:ilsCANl5fliJN~ - - - -- - - - ----~-_30314'_; NE ~TH PLACE 255.13' N 88'20'43" W "( / REC. NO. 7603170768. III -------~ ~I~ ~ 01 ( 1 £1 DIV, 0 -- () ROOJ{D 36~4 es ~ ~ ~ 11 BONEY 2~7, pcs. 16 -:'1"( ~~ -....J VOL, 21' 14' ~ --I ~ 0 ~ ~ ~ Scale 1" 20' MERIDIAN PLAT OF MORGAN PLACE VOLUME 205 OF PLATS. PAGE 70. RECORDS OF KING COUN1Y, WASHINGTON. EQUIPMENT & PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. REFERENCES 1. PLAT OF MORGAN PLACE. AS RECORDED IN VOL. 205 OF PLATS. AT PAGE 70. UNDER REC. NO. 20060522900007. 2. PLAT OF HONEY BROOKE AS RECORDED IN VOL. 227 OF PLATS. AT PAGES 36-40, UNDER REC. NO. 20050316001299. LEGEND o SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276/32434/35145/36811 n (EXCEPT AS OTHERWISE NOTED). T SHORT PLAT for FOUND 3" BRASS SURFACE~ MONUMENT W/ PUNCH STAMPED 10/15. (3/27/06) 10 FOUND 1 1/2" BRASS CI1Y OF RENTON CONTROL POINT 1852. (3/27/06) ~1321.28· 1321.28' 15 (BASIS OF BEARINGS""-)-N-"8'--8'21'09"W --26-4-2.-5~...J· ~~""'f5~- J\f' .......... , " /;;,'A..aoC O~:) _~-']..'ul-:s . /d' ~ ,,-n~;o ,...... ...... "\ 'U ~'U" CI1Y OF RENTON CONTROL _____ ~ /~i?j"J,."J,. 9 ~ MONUMENT 1851. NOT VISITED. ----.S..J \! ~ -o"J,.i' \.~ '0 Mead Gilman & Assoc. Professional Land Surveyors LANGLEY DEV. GROUP INC. MG &A P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DRAWN BY: MRP 6450 SOUTHCENTER BLVD CHKD BY: CSB DATE: 5-10-07 SCALE: 1" = 20' JOB NO: 07099 SHEET: 2 OF 2 r---------------------~-----------------------------------------'------------------------------------------------------------- DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARt THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SIALS. LANGLEY DEVELOPMENT GROUP INC., A WASHINGTON CORPORATION C. THOMAS AND MARYL C. FOSTER TRUST LEGAL DESCRI PTION PARCEL A TIMBERLAND BANK THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THI: NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON EXCEPT THE WEST 480 FEET THEREOF. PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRES'; OVER THE SOUTH 3D FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHINGTON. EXCEPT ANY PORTION LYING WITHIN COUNTY ROADS. ACKNOWLEDGMENTS SH..Tr:: r;r= \'!.ASH~NGTC:N ) )SS COUNT( OF _______ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _________________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE _______________________ OF LANGLEY DEVELOPMENT GROUP, INC., A WASHINGTON CORPORATION TO BE THE FREE AND VOLUNTARY ACTASUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. OF DATED ___________________________ _ SIGNATURE OF NOTARY PUBLIC _______________________ _ MY APPOINTMENT EXPIRES _______________ _ STATE OF WASHINGTON ) )SS COUNTY OF _________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___________________________ IS THE PERSON WHO APP[.<XRED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ___________________ OF TIMBERLAND BANK TO BE THE FREE AND VOLUNTARY ACT" SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. cr DATED ____________________________ _ SIGNATURE OF NOTARY PUBLIC __________________ _ MY APPOINTMENT EXPIRES _____________ _ STATE OF WASHINGTON ) )SS COUNTY OF __________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _________ . ______________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE _______________________ OF C. THOt.tAS AND t.tARYL C, FOSTER mUST TO BE THE FREE AND VOLUNTARY ACT" SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT, CIC I DATED ______________________________ _ SIGNATURE OF NOTARY PUBLIC ________________________ _ MY APPOINTMENT EXPIRES _____________ _ SW BENNER SH(JRT PLAT 1/4, SE 1/4, SEC. 5 23 N. , R. T I • 1 0, RESTRICTIONS OF RECORD 1. SUBJECT TO EASEMENT FOR INGRESS AND EGRESS, AI~D THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBE.:~ 1603170678. 2. SUBJECT TO ROAD MAINTENANCE PROVISIONS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 88070 1 05()6. EASEMENT PROVISIONS E. , AN EASEMENT IS HEREBY RESERVED FOR AND GRANTE,' 10 ALL UTILITIES SERVING SUBJECT PLAT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGI1S, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREET FROIIT/IGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER "'·~OI'ERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH THE RIGHT TO EN-I t:R UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTI RE D UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR Of'IGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CIIRREtJT, TELEPHONE OR CABLE 1\1 SHALL BE PLACED OR BE PERMITIED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BU LDlNG. CIIY OF RENTON APPROVALS CITY OF RENTON PLANNING ! BUILDING ! PUBLIC WOr;I<S DEPARTMENT EXAMINED AND APPROVED THIS ____ DAY OF ____________ , 20 ___ . ADMINISTRATOR DEPT. OF ASSESSMENTS EXAMINED AND APPROVED THIS _____ DAY OF ___________ • 20 ___ . KING COUNTY ASSESSOR DEPUTY .A.::-:,LSSOR RECORDING CERTIFICATE FILED FOR RECORD THIS ________ DAY OF ___________ , 20 ____ AT _______ M. IN BOOK _____ OF SURVEYS, AT PAGE ____ AT THE REQUEST OF _______________ _ MANAGER SUPT. OF REI~ORDS SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, HEREBY CERTIFY THAT TillS SHOr.'T PLAT IS BASED ON AN ACTUAL SURVEY IN SECTION 10, TOWNSHIP 23 NORTH, F<ANGE 5 !,:,'ST, W.M" THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN CORRECTLY HEREON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE GROUND, Ai'JD THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES liND REGULATIONS GOVERNING PLATIING. CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CERTIFICATE NO 35145 DATE SHORT PLAT for W.M. LAl\JGLEY DEV. GROUP, 6450 SOUTHCENTER BLVD VICINITY MAP 65 LUA-:JJ8-113-SHPL LND-20-0427 ST f--'I.....-.....L..._-+-"NE 10 TH 5 T ~ .... SE 116th ST rh~~----+---~ z ILl ..J INC. DRAWN BY: MRP CHKD BY; CSB ST ..J ;l > ::> o ILl Z ILl ~ SE Z PROJECT LOCATION 12BTH S Mead Gilman & Assoc. Professional Land Surveyors p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 DATE: 5-10-07 SCALE: N / A FAX: (425) 486-6108 JOB NO: 07099 SHEET: 1 OF 2 -----.. -.- . '-"5..-S .,0 0';' ~z " ".-~.5 00 5E ~E-4 ;:~ o _ E-4 Z .-. .oW " . -~ (L(L U~ ........ c "'0 .EE ,,'-=0) "E ~E "'.-eN ¢~ 11 'E 0'1 c'" 0" CL(5 iii ~ -a ii II o i '" ~ ~:I II , ~ ~ !!s ~ (JJ 9 9 ~ > 0 c W < o z o [f) (;j 0:: o z ---,---------- W Z W U « ~ D- 0 U <C 5: ~ " , , ,, __ L....,_. _",_, , , 1"1' '( /'., --;::,' l i:~~/1 1.1-: ,Ii ,': .. '1-" _. , l". .... . , ',. '1'" """, t C. ; ~ ... ::..-::~. "r tL.. .. 4 ~'" \ ' , --, -----.--------- A PORTION OF THe SW 1/4 OF THE SE 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M. I I , ----I I -----~- w z w ~ z w > <C o U <C 5: ~ I , ! , i " r , ~._ • .T, - -'j. -- '.1 r'" J"' ,'I , ; . ( , ; " " -" , j ~ r \ i I , 50.02' LOT 1 I I i ' I • ~653.2 sq. feet: I I I I I ----;---- 50.00' 7.71' N o o Lfl '. : I .. ~--:"-'-r--- I I I I I I I I ' I . ;. LOT 3 , i '----, :... I , I I I 4811.6 sq. feet I I I 'L "',' , , ----- I I I ---___ ...J' " ._- ---~-;~----t--;-, , '.j '''' I L., 5895.2 sq. feet ~ -:-----------__ --.J 75.63' ", , , -, ", , " NE 5TH PLACE i ,'( ! • I" "i :~ , 20 o 20 40 _-r-_-_-- SCALE IN FEET W z W => z w ~ 0 U 1-1 a:: W I""'l NOTE: EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND CJTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REi-'RESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE ~,HOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG: 1-800-42-.. ;:;555 VICINITY MAP ~~~~:rr-"'---- ~ c N Z ;!: w NE IJTH ST ~ 5E 116th ST . ;" z ~ ,. W iI! il! ~ '" '! PROJECT '" w LOCATiON ~ z ~ :I > " NE 4T ST c SE 128TH S ti III (3 c:: 0- ~ 1 ~;: ..• .\'.1.11/< :"1\ ••• ~ •••• :? ~ .'~~ '.i-o"~ <Qt,\.!> 'i~ 0<' .: g w'!-1 ~. • .... "< ~ I' r-CI)!z • ~ c-. ....... 0 ",,'. '" It:;;; ~·~s .,& ~q;;;. .. DD.OD~~~ a . ~ ~~q ~ Cl III ~~Ih ~ II III J: II ~1'~1l ~il~~ ~ >-0 CD Z ~ Cl o z ~ If) D D '" ........ ~ ~ ........ '" ~ u; !!! 0-x '" 9 0 ~ 9 ~ Cl Cl III Z (!) ffi Cl • Z U ~ z 5 .... D. ... D. ~ ::l Z a. g ; Ii ~ <C w ... ...I Z U 0 w Q :s:: ::J: z D. U) 0 S a: ...I '" W ~ W > z Z w .... Q I: z >-W w ::l ...I U m ~ izw ~w Z r-~ 5D:: ~ ... Z III III III :J J: II rJl DATE OB/05/2005 JOB NO. DWG NO. SHEET 1 OF 1 i1t.\!)-c '=-,. '!' \: )"<!i:\:t Sr' ~ ,'" J :: 't" ,_ ,r .-,,',lli"\ r .. ~;;,;,.:, :~', f !:'f;D DEDICATION KNOW ALL MEN BY THESE PRESENTS lHAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE lAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBOIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET O"R HANDS AND~U' (Z d/ekH*O~ ~ba ._~~t16L:... __ -"-::::+--_ lANGLEY DEVELOPMENT GROUP INC., TIMBERLAAD BANK A WASHINGTON CORPORATION T f"\.t.S-I-c: <- --------------------~-C. THOMAS AND MARYL C. FOSTER TRUST LEGAL DESCRIPTION PARCEL A THE SOUTH 120 FEET Of THE NORTH 330 FEET OF THE NORTHEAST QUARTER Of THE SOUlliWEST QUARTER Of THE SOUTHEAsT QUARTER OF SECTION 1 D. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .• IN KING COUNTY. WASHINGTON EXCEPT THE WEST 480 FEET THEREOF PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGHESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORlli 360 fEET OF lliE NORTHEAST QUARTER OF THE SOUlliWEST QUARTER Of lliE SOUTHEAST QUARTER Of SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNlY, WASHINGTON. EXCEPT ANY PORTION LYING WlllilN COUNTY ROADS. ACKNOWLEDGMENTS STATE OF WASHINGTON COUNlY OF ti~ ) )SS ) I ~fTIFY*"THAT ¥N0J:::8RQ SATISFACTORY EVIDENCE THAT M. V\. S IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT ~jSHE!THE.Y) SIGNED THIS INSTRUMENT, ON OATH STATED T~T HE l~&?RIZED TO EXEC E THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE 0:'1 1\ OF LMGlEY DEVEI..DPMENT GROUP, INC., A WASHING1tJN CORPORATION TO BE lliE FREE AND VOLUNTARY ACT OF SUCH PARTY fOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED P?-W~ I, ktt?,... SIGNATURE OF ~~ NOTARY PUBUC ----1f---.3k-v:'-.lor---i~-_:__----- MY APPOINTMENT ~·I '0 STATE OF WASHINGTON COUNlY Of Ki V\~ ) )SS ) HAVE SATISFACTORY EVIDENCE THAT __ .a£.D..J..!..2~=---LJ~---------:::;oofI>'r--IS lliE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT ~SHE!THE.Y) SIGNED THIS INSTRUMENT, ON OATH I AU HORIZED TO EXE TE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE -c-=~~~-,--P,~~~~~-:-:,::,:= OF TIMBERI..AND BANK TO BE THE FREE AND VOLUNTARY HE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED --~~~~~4----h~----­ SIGNATURE OF NOTARY PUBUC _~..-I!!:-~ ___________ _ STATE OF WASHINGTON COUNlY OF KjV\~ ) )SS ) • • I • i I « -' --00)(,;/\ rHAL I~OTARY PUBLIC ST/lTE. OF WASHINGTON • ; . I; G~,,, Itl'llss'on EXPires Sept. ~,2008 : I.~* ••• u~~_".~ __ ~ ______ * •• ~~_.: I CC1lW-toTHAT TKN~~ SATISFACTORY EVIDENCE THAT V\ • IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT (HEjSHE!THE.Y) SIGNED THIS INSTRUMENT. ON OATH STATED ~MTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE OF C. "TH06otAS AND MAIM. C. FOSTER TRUST TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARlY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED --~~~~~~4-~~~-------­ SIGNATURE OF NOTARY PUBUC ---j--~:--\:J/--30r~---.---- MY APPOINTMENT EX o BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. RESTRICTIONS Of RECORD 1. SUBJECT TO EASEMENT fOR INGRES~> AND EGRESS. AND THE TERMS AND CONDIllONS THEREOF AS RECORDED UNDER RECORDING NUMBER 7603170678. 2. SUBJECT TO ROAD MAINTENANCE PROVISIONS. AND THE TERMS AND CONDIllONS THEREOF AS RECORDED UNDER RECORDING NuMBER 8807010506. EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOf( AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET. PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS. IN WHICH TO INSTALL, LAY, CONSTRUCT. RfNEW. OPERATE AND MAINTAIN UNDERGROUND CONDUITS. MAINS, CABLES AND WIRES WITH NECES~Y FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC. TELEPHONE. iV. AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR lliE PURPOSE HEREIN STATED. THESE Ei\SEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDIllON BY THE UnUlY. NO UNES OR WIRES FOR THE TRANSMISSION Of ELECTRIC CURRENT. TELEPHONE OR CABLE iV SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT AlTA(:HED TO A BUILDING. CITY Of RENTON APPROVAl S CITY Of BENTON PLANNING / BUILDING I PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS __ DAY OF _____ • __ ->. 20_. ADMINISTRATOR DEPT, OF ASSESSMENTS EXAMINED AND APPROVED THIS __ DAY OF _________ , 20_. KING COUNlY ASSESSOR DEPUTY ASSESSOR RECORDING CERTIfiCATE ALED FOR RECORD THIS ____ DAY OF __________ , 20 __ AT ____ M. IN BOOK ___ OF SURVEYS. AT PAGE __ AT THE REQUEST Of ________ _ MANAGER SUPT. OF RECORDS SUfMYQR·S CERTIFICATE I. CHRISTOPHER SHANE BARNES. HEREBY CERTIFY THAT THIS SHORT PLAT IS BASED ON AN ACTUAL SURVE.Y IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M., THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN CGRRECTLY HEREON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPUED WITH THE PROVISIONS Of THE STATE AND LOCAl STATUTES AND REGULATIONS GOVERNING PLATTING • CL CHRISTOPHER SHANE BARNES PROFESSIONAL lAND SURVE.YOR CERTIACATE NO. 35145 ., 1.3 SEp7 0 ':}- DATE SHORT PLAT for LANGLEY DEV. GROUP, 6450 SOUTHCENTER BLVD VICINITY IMP INC. LUA-05-113-SHPL LNO-20-0427 M (; &A DRAWN BY: MRP CHKD BY: CSB RECEIVE.D Mead Gilman & Assoc. Professjonal Land Surveyors P.~Ba. 289. WOODINVILLE, WA 98072 PHO~: (425) 486-1252 FAX: (425) 486-6108 DATE: 5-10-07 SCAlE: N A JOB NO: 07099 SHEET: 1 OF 2 \ -.J 1 Q a (J ~I BENNER SHORT PLAT SW 1 / 4 t S E 1 /4, SEC. 1 0, T. 23 N. , R. 5 E. , W. M. 20 fND 1/2" R/C "BHI 11332· 0.15' S & 0 E Of CALC'ED POS. LS~ 50.02' .10' - ;.. 0 d N .... N 8fr20'35-W 101.15' N 0 3 0 10 i<> 5,056 sq.ft. '" c-i -.... LUA-05-113-SHPL LNO-20-0427 EAST UNE Of THE NE 1/4, OF THE SW 1/4,~ I OF THE SE 1/4 OF SEC~ON 10-23-05E ~ 181.18' I 16.01' I I I--16' I c-.. I 0 g ~--t I I 10 14.00' 14' -- - ~F OUND 1/2" REBAR WITH SMASHED CAP 0.11' S '" 0.02' OF CALC'EO POS. W ~ ~ 0 N .... 1 N 88"20'35-W I w 10 I v! HIS PORTION TO BE EDICATED TO THE CITY F RENTON FOR ROAD URPOSES UPON THE ECORDING OF THIS HORT PLAT. FOUND 1/2" R/C "LS 87693" 0.12' S '" 0.06' E Of CALC'ED POS. t 14 II co P .... .... ~ 2 \ I") I") 5,616 sq.ft. c-i .... .... W • \0 P ... ... b ° Z f-------__ 50.02' t -N 88'20'43" W ,... 101.12' I 10' fRANCHISE UTIU~~ f-... EASEMENT. SEE EASEMENT PROVISIONS, SHEET 1. io I \0 w '" I N 2 I") c-i \0 6,155 sq.ft. I t- I I / -------------• o? i~"'~OJ' I ~'" v 75.45' b~. --j 125.46' R.,,!lri,)·fP • /' w • 10 -_...r • 0 I") • _0 b~ °1 z I I D 0 P R S LLI I: It) .... ;., .... b o z 1--30' ACCESS EASEMENT PER NO. 7603170768. REC. r-: . ~ N 303.14' f--- ---1. --.---N -...l7c.FOUND 4·X4" CONC. MON. IN CASE JL w/ 1 3/4" BRASS DISC AND PUNCH--- LS,37555 0.12' S AND 0.0" E Of CALC'EO POS. (3/06) --~- 167.10' N 8lr20'35-W 181.10' NE 5TH PLACE I m N 14.00' \ FOUND 1/2" REBAR WITH SUASHED CAP 0.56' N & 0.02' E OF CALC'ED POS. -------_ I ----,-- --~ ~ ~ ~ I at (J ~ -.J --I WOW ~ ~ Scale 1" = 20' MERIDIAN PLAT Of MORGAN PLACE VOLUME 205 Of PLATS, PAGE 70, RECORDS Of KING COUNTY, WASHINGTON. EQUIPMENT & PROCEDURES A 5-ELECTRONIC TOTAl STATION WAS USED FOR THIS AELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. REfERENCES 1. PLAT Of MORGAN PLACE, AS RECORDED IN VOL 205 Of PLATS, AT PAGE 70, UNDER REC. NO. 20060522900007. 2. PLAT Of HONEY BROOKE AS RECORDED IN VOL 227 OF PLATS, AT PAGES 36-40, UNDER REC. NO. 20050316001299. LEGEND o SET 1/2· X 24" REBAR WITH 1 3/4" PLASTlC CAP STAMPED "MEAD GIlMAN & ASSOCIATES 29216/32434/35145/36811· (EXCEPT AS OTHERWISE NOTED). -N8lr20'43" W -----=t------T - ---30, ACCESS EASEMENT PER REC. NO. 7603170768. / ( 1 1 T ,.) -... -, --255.13 ---------------~-M SHORT PLAT for 16 fOUND 3" BRASS SURFACE~ MONUMENT w/ PUNCH STAMPED 10/15. (3/27/06) 10 ~I~ li (J --eJ ~ ~ "JI"'( ~ 2" '4' ~~ FOUND 1 1/2" BRASS CITY OF RENTON CONTROL POINT 1852. (3/27/06) ~1321.28' 1321.28' 15 (BASIS Of BEARINGS-) -N -"8~lr21 '09"W --::-264~2.-'-56-';' Irf,.,;;;.€)::::::] !\r ........ 15 ,,", " /,;;,I..~O r o.~) ,..-'Lv'" .. V· .......... 'tl ~fo!i .......... ;\6 'l..1f,'J. . CrTY Of RENTON CONTROL ______ ~ ........ ---ift,'l..'l... 'tl MONUMENT 1851. NOT VISITED. ----tiY\[ ~ ''l..i\~ l~ f>6 Mead Gilman & Assoc. Professional Land Surveyors LANGLEY DEV. GROUP INC. M (; &A p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DRAWN BY: MRP 6450 SOUTHCENTER BLVD CHKD BY: CSB DATE: 5-10-07 SCALE: 1" := 20' JOB NO: 07099 SHEET: 2 OF 2 ----_ .. --'.------_ .. _.-._------------------------------------------------- IA • ~--------454--------~~--------~~~k s<, LOT 3 FINISH ,,,,,,u,,-"", -----t----jj----~!9lI____---b1lMAIfD 18 I Vv1DIH DRIVl::WAY, ~~----------------456----__ ~~~ AD JUSf lOCATlON Of PROPOseD lANDSCAPING ACCORDING fO DRIVl::WAY ~OCAfION, AMENDED BACKFILL AND WATER THOROUGHLY ~"'--+--F1RM NATIVE SOIL MOUND LOT 1 LOT 2 to NE STfi PLACE ~-------~ w :::J Z W -~ -l::SfIMA1:D 18 1 WIDIH DRIVl::WAY, AD JUSf lOCA1l0N Of PROPOseD lANDSCAPING ACCORDING fO DR I Vl:: WAY "OCAfION, SHRUB PlANfINC1 DffAL SPECIFIED lREE STAKI:(Sl-----'-". NOT TO SCALE I-STAPLE --~ lR:F~RCED ~BBER HOSE OR VINYL w/'6 GA. WIRE TIES .DEIAIl. 1'-----HOSE &: WIRE nES SEE DETAIL AEIQvE' REt.lOVE BINDING TWINE &: TOP 1/.3 OF BURlAP. 2" SE11lED Dr"TH WilE SPECIFIED MULCH TAIILETS GRAM-70-'0-5) WHEN lREES ARE SIDEWALKS AND ROADS fiifft-!lCARIIFY Pl.AN11NG PIT '\ CATCH BASlr\j Rlfvl=454.66 lAND5CAPr PlAN l::S1lMAft::D 18 1 WID111 DR I Vr::WAY , ADJJS/lOCAfION~ ~\ PROPOSl::D lANDSCAPING ACCORDING fO DRIVl::WAY LOCA1l0N, ':;AI\ 1";1 ~k 1==- 1:=::=, UNDISTURBED GROUND , 2" MIN. FOR WOOD STAKES &: , S" FOR REBAR AND BOTTOM HEAVY SOILS. AUGER S"x6' DEEP HOLE (DR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. IlERIFY GOOD DRAINAGE PRIOR TO PlANTING. 5CAL~ PlANf 5CHfDUlf 5YMBO~ BOfANICAL-NAM~ / COMMON NAM~ fraxinu5 ox~carpa / I RAYWOOD I 1M111t ASH Arcw5taph41105 uva-ur5i / KINNIKINNIK QUANllfY 51Z~ NORm R~MARK5 fUll / VVtll-BRANCH~D / PlANf 20 1 O,c. fUll / vVEll-BRANCH~t7 fUll / VVEll-BRANCH~D / PlANf 50 II O,c. fR~~ pL-ANflNa AND 5fAKINa D~fAIL- NOT TO SCAIL£ NOTE: CONlRACTOR SHALL NOT DRIVE TREE STAKES THROUGH lREE ROOlBALL lANDSCAPf NOffS 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDIllONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AlND ACCEPTANCE BY OWNER. 4. CONTRATOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLIE FOR PROVIDING THE QUAINTIllES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY II REPLACEMENTS MADE AT ONCE. at~ A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES. TYPICAL OF THEIR SPECIES~~lv'r r" OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL A&IIfl':A1WVr PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLAINTS SHALL BE HARDY Or'T 1 ON NG UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. l.. 0 '1 B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS .l::!b iOOl SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREII1W:ICI~ DISEASE, INJURY, INSECTS, DECAY. HARMFUL DEFECTS. AND ALL WEEDS. NO SUBSTITUTIONS SHALL ,;;;7V~/:' MADE WITHOUT WRITTEN AlPPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. '-U 11. NO SUPPLEMENTAL IRRIGATION IS PROPOSED. PROPOSED PLANT MATERIAL IS DROUGHT TOLERANT ONCE ESTABLISHED. o 20 40 80 >-~!a m ..,..,., l- e( ...J z o l- e!) Z -J: tn « n. Z~ ~I-:3 D::a.. Ow J:1l. (/)~ D::~ w Zz Z « 0 z ..J~ W m SHEET OF LA-01 1 u. o DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HAND~; AND~EAL . ~~---------- LANGLEY DEVELOPMENT GROUP INC., TIMBERLA D BANK A WASHINGTON CORPORATION C. THOMAS AND MARYL C. FOSTER TRUST lEGAL PESCRIPTION PARCEL A THE SOUTH 120 fEET Of THE NORTH 330 fEEl Of THE: NORTHEAST QUARTER Of THE: SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY. WASHIN(:TON EXCEPT THE WEST 480 FEET THEREOF. PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNlY. WASHINGTON. EXCEPT ANY PORTION LYING WITHIN COUNlY ROADS. ACKNOWLEDGMENTS STATE OF WASHINGTON ) V: )SS COUNTY OF _~~____ ) I Cf-IfTIfY. Tfj~T I KNOj....QR, ,H:y'> SATISFACTORY EVIDENCE THAT _~l!n::tlL~'--.:r..!---t::OS-~_____ __ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT rti'i1;SHE/THEY) SIGNED THIS INSTRUMENT. ON OATH STATED TI:;Il\T KE 1?!UT1jORIZED TO EXECbiE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ____ ~~,,~ nj: OF LANGLEY DEVELOPMENT GROUP, INC., 11 WASHINGlON CORPORATION TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED ~-hzbtx'_J+---~1-_______ _ SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT STATE OF WASHINGTON ) 1/ • )SS COUNlY OF _~..-L~ __ ) I CERTIF;'(..IHlf:J.!10W QJl. HAVE SATISFACTORY EVIDENCE THAT __ ~ __ LtP.. _____ ~ __ IS THE PERSON WHO APPEARED BEfORE ME, AND SAID PERSON ACKNOWLEDGED THAT VSHEjTHEY) SIGNED THIS INSTRUMENT. ON OATH STATE'V11t;Arls~m TO EXE Tt;;: THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE: " ____ OF TIMBERLAND BANK TO BE THE FREE AND VOLUNTARY ACT OF SUC PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED _-.1 I ~ ~L-',,£-..JI--'-'H-------- SIGNATURE OF NOTARY PUBLIC __ --"'--L::J"L- '.d \ '!\I< . I cPI..I· f ,\, WA.::'HINC; lUI\! STATE OF WASHINGTON ) 1/ : ~ )SS COUNlY OF --~r:L'J---) I ~IJTI~LT~T I KN~. o.'lliA~ SATISFACTORY EVIDENCE THAT -L:.-l\1no..I...L_T-!-~ _________ IS THE PERSON WHO APPEARED BEFORE ME. AND SJl.ID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED ~ H~ ,IS _ ~UTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ____ ---'--L_~ ______ OF C. THOMAS AND MARY\... C. FOSTER TRUST TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC MY APPOINTMENT EX BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 1(J, T. 23 N., R. 5 E., W.M. RESTRICIIONS Of RECORD 1. SUBJECT TO EASEMENT FOR INGRESS AND E(;RESS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 7603170678. 2. SUBJECT TO ROAD MAINTENANCE PROVISIONS. AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 8807010506. EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GMNTED TO ALL UTILITIES SERVING SUBJECT PLAT, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING THE STREEI FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY. CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECESSJl.RY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERViNG THIS SUBDIVISION AND OTIlER PROPERTY WITH ELECTRIC, TELEPHONE, TV. AND GAS SERVICE, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES tOR THE PURPOSE HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO fHEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITIED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATIACHED TO A BUILDING. CIlY OF RENTON APPROVALS CITY OF RENTON PLANNING ! BUILDING ! PUBLll: WORKS DEPARTMENT EXAMINED AND APPROVED THIS JJ:2!! DAY OF tllJIEJ1-813K.., 20.J11 ({1«§t~2yIl!~~ ~~ISTiArpR7 DEpT. OF ASSESSMENTS EXAMINED AND APPROVED THIS m ~~Qi~~~~~ _____ __ KING COUNTY ASSESSOR RECORDiN( CONFORMED COpy FILED FOR REC _______ M. IN BOOK ___ _ 20071127900004 CITY OF RENTON SPM 111.00 MANAGER PAGE001 OF 002 11/27/2007 14:22 KING COUNTY, UA SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, HEREBY CERTIFY THAT THIS SHORT PLAT IS BASED ON AN ACTUAL SURVEY IN SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN CORRECTLY HEREON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND LOCAL STATUTES AND REGULATIONS GOVERNING PLATTING. c..L~~~-= CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CERTIFlCATE NO. 35145 EXPIRES: S 111 1 SHORT PLAT for LANGLEY DEV. GROUP, 6450 SOUTHCENTER BLVD VICINITY MAP INC. LUA-05-113-SHPL LND-20-0427 ST MG &A DRAWN BY: MRP CHKD BY: CSB PROJECT LOCATION 128TH S Mead Gilman & Assoc. Professional Land Surveyors P.~ 80) 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 DATE: 5-10-07 SCALE: N / A FAX: (425) 486-6108 JOB NO: 07099 SHEET: 1 OF 2 -! 7-FOUND 4-X4" CONC. iviON. IN CASE _ - BENNER SHORT PLAT sw 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. LUA-05-113-SHPL LNO-20-0427 2 0 FND 1/2" R/C "BHI L 11332" 0.15' S & 0.1 E OF CALC'ED POS. V III VI . 40 36- S~ 0' - ;,. q 0 N .- W " <0 p ..-.-. 0 0 z FOUND 1/2" R/C "LS 87693" 0.12' S & 0.06' E OF CALC'ED pas. ~ ---.l_ -- N N 88·20'35" W 5002' N 0 0 Il) r<) "? N ~ ~ n 1 n 5,610 sq. ft. N ~ ~ w <D p ~ b 0 z N r<') N 52 I'=> Nt 51!; PL, (() I---------- 50.02' r--. t N 88'20'43" W 125.4G' r--. - NO, pM~C~~9308 10 23 EAST LINE OF THE NE 1/4. OF THE SW 1/4.-.......1 OF THE SE 1/4 OF SECTION 10-23-05E l 181.18' 101.15' I 16.01' 14.00' '-FOUND 1/2" REBAR WITH 1 SMASHED CAP 0.11' S & 0.02' W OF CALC'ED POS. I I--16' --f---14'- 1 3 1 N 0 0 l 5,056 sq.ft. Il) 1 I----~ q 545 3fr<:\G Ho ME.. Nt-1 0 N rn .- <D I <D 1 V THIS PORTION TO BE N 88'20'35" W 00 ./ DEDICATED TO THE CITY 101.12' OF RENTON FOR ROAD 1 w , PURPOSES UPON THE Il) -~v RECORDING OF THIS -0 f--n . 10' FRANCHISE UTllITY~ ~o SHORT PLAT. as R.~. EASEMENT. SEE EASEMENT ' N o~ to 0 1 W\>J)-e~ "'.t. R~,'1\D· PROVISIONS, SHEET 1. I (() z W (() -WdlJ\ 1,-1 QVllt.f! n " 10 I ..- 2 I") ..- I b 6,155 sq.ft. 0 54-I .J~~\C\40 Mf. Nf., / I z / • 1 " ~ --------------.()""~. I • 1,'0 J:5 75.45' .A\ v t>~ , --j r--30' ACCES~ EASEMENT PER -+ _ r§:' I R-··2~· REC. NO. 7603170768. 167.10' j 14.00' FOUND 1/2" REBAR WITH N N 88'20'35" W 181.10' SMASHED CAP 0.56' N & \ 0.02' E OF CALC'ED pas. ------ ji W/ 1 3/4" BRASS DISC AND PUNCH LS#37555 0.12' SAND 0.0 I' E OF CALC'ED POS. (3/06) --~I --i 303.14' --, .. }--N 882043 W NE 5TH m PLACE N n ~ --255.13' - -~~ -l"t0 ------+ -- ----------~ ~ "'C I al (J ;§ -J --I 20 0 20 40 60 Scale 1" 20' MERIDIAN PLAT OF MORGAN PLACE VOLUME 205 OF PLATS, PAGE 70, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT & PROCEDURES A 5-ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. REFERENCES 1. PLAT OF MORGAN PLACE, AS RECORDED IN VOL. 205 OF PLATS. AT PAGE 70, UNDER REC. NO. 20060522900007. 2. PLAT OF HONEY BROOKE AS RECORDED IN VOL 227 OF PLATS, AT PAGES 36-40. UNDER REC. NO. 20050316001299. LEGEND o SET 1/2" X 24" REBAR WITH 1 3/4-PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276/32434/35145/36811" (EXCEPT AS OTHERWISE NOTED). ---- -----/ ( 1 1 T ----- SHORT PLAT for ---- 16 C)IL!J ~ =t <: m (J --eJ~ w • Il) ~I"'C ? 2" 14' ~~ FOUND 3" BRASS SURFACE;~ MONUMENT W/ PUNCH STAMPED 10/15. (3/27/06) 10 FOUND 1 1/2" BRASS CITY OF RENTON CONTROL POINT 1852. (3/27/06) 11 ~lJ21.28' 1321.28' 12 15 (BASIS OF BEARINGS-) -N -"88-'21'09" W 2642.56' :::: __ ~~~:::: ~ ..... "'15 14 J \ r' ...... ~ ..... <.;;,~a O~~ / ..... 2-° :':i c· /;!O ~ c..,~.~ __ '" '\v ,]..'.1t- CITY OF RENTON CONTROL _____ • ",/i?5'l.'l. 9" 'l'I MONUMENT 1851. NOT VISITED. ---...S..J \r ~ '62-1. \ \-.~ '0 Mead Gilman & Assoc. Professional Land Surveyors LANGLEY DEV. GROUP INC. MG &A P.O, BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DRAWN BY: MRP 6450 SOUTH CENTER BLVD CHKD BY: CSB DATE: 5-10-07 SCALE: 1" = 20' JOB NO: 07099 SHEET: 2 OF 2 LOT 3 FINISH ,,,"\luc. ... ------+r-+"------f'%~__+-~ S51lMAfW 18' WlDlH DRIV~WAY ~--FEFmLlZEI{ TABLETS/SPECS @?1-8Ib~~!rl¥ A~ltP$.WRB~~~WbtJGHLY I LOT 1 NE 5TH PLACE CA ICH BASIN RIM-454.66 ~AND5CAPe P~AN rSflMAreD IB' WIDfH DRIVrWAY, ADJUSf ~OCAfION Of PROPOSrD ~AND5CAPING ACCORDING fO DRIVrWAY SCAlf PlANf 5CHrDUlr 5YMBO~ BOfANICAl NAMf / COMMON NAMf Rhododendron 5P, / I ANAH KRU5CHKf I RHODlf C i5W5 h4bridu5 / ROCKR05f Calluna sp, / I Mft?, PINK' HfAlHfR Arcto5taph41105 uva-ursi / KINNIKINNIK QUANflfY 51Zf 9 15" cal, 10 21"_24" ht 6 2 cpl 120 I Gjal 44 I Gjal ADJUSf ~OCAfION Of PROPOS~D ~ANDSCAPING ACCORDING fO DRIVrWAY ~OCA1l0N, t ~sflMAreD IB' WIDfH DRIVrWAY, ADJUSf ~OCAfION Of PROPOSrD '----~ANDSCAPING ACCORDING fO ~/~~ r\IM IE-· IE=· DRIVrWAY ~OCA1l0N, 5HRUB P~ANfIN{1 D~fAI~ 12" MIN. FOR WOOD STAKES &: 18" FOR REBAR NOT TO SCALE REINFORCED RUBBER HOSE OR \/INYL W/16 GA. WIRE nES ~ I'-----HOSE &: WIRE Tits, SEE DETAIL AIBOVI: REMOVE BINDING TWINE &: TOP 1/3 OF BURLAP. 2" SETTLED DEP", Ii WITH SPECIFIED MULCH FERTlUZEIR TABLETS (4-21 GRAM-20-10-5) NORIHffi HEAVI' SOILS, AUGEIR 8".S' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. fRff P~ANl1NC1 AND 5fAKINC1 DffAIl NOT TO SCALE RfMARK5 fUll / VVfll-BRANCHrt? / PlANf2S '0,C, fUll / INtll-BRANCHft? fUll / INtll-BRANC~rt? fUll / INtll-BRANCHrt? / PlANf 50" 0'[, fUll / INtll-BRANCHft? / PlANf 50" 0'[, NOTE: CONTRACTOR SHALL NOT DRIVE TREIE STAKES THROUGH TREE ROOTBALL ~AND5CAP~ NO~5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRATOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10, ALL PLANT MATERIAL SHALL CONFORM TO MN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO SUPPLEMENTAL IRRIGATION IS PROPOSED. PROPOSED PLANT MATERIAL IS DROUGHT TOLERANT ONCE ESTABLISHED. o 20 40 80 l- e( ...J z o l- e!) Z -J: en c( n. Z~ 1-:3 D!:D.. Ow ::I:D.. (/)~ D!:~ w Zz Z « 0 z ..J ~ W III SHEET OF LA-01 1 LL o ~ -o DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDE[l, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBOIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LANGLEY DEVELOPMENT GROUP INC., A WASHINGTON CORPORATION C. THOMAS AND MARYL C. FOSTER TRUST LEGAL DESCRIPTION PARCEL A TIMBERLAND BANK THE SOUTH 1 20 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON EXCEPT THE WEST 480 FEET THEREOF. PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT ANY PORTION LYING WITHIN COUNTY ROADS. ACKNOWLEDGMENTS STATE OF WASHINGTON ) )SS COUNTY OF _________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __________________________ IS THE PERSON WHO APPEARED BEfORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ___________________ OF LANGLEY DEVELOPMENT GROUP, INC •• A WASHINGTON CORPO~nON TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED _______________________________ _ SIGNATURE OF NOTARY PUBLIC ____________________ _ MY APPOINTMENT EXPIRES ______________ _ STATE OF WASHINGTON ) )SS COUNTY OF __________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____________________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________________ OF nMBERlAND BANI< TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED _____________________________ _ SIGNATURE OF NOTARY PUBLIC _______________________ _ MY APPOINTMENT EXPIRES ________________ _ STATE OF WASHINGTON ) )SS COUNTY OF __________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __________________________________ IS THE PERSON WHO APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ________________________ OF C. 1HOMAS AND MARY\.. C. FOSTER TRUST TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED __________________________ _ SIGNATURE OF NOTARY PUBLIC _______________________ _ MY APPOINTMENT EXPIRES _______________ _ BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. RESTRICTIONS OF RECORD 1. SUBJECT TO EASEMENT FOR INGRE'~S AND EGRESS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER ~ECORDING NUMBER 7603170678 2. SUBJECT TO ROAD MAINTENANCE i~ROVISIONS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING ~JUMBER 8807010506. EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FilR AND GRANTED TO ALL UTILITIES SERVING SUBJECT PLAT, AND THEIR RESPECTIVE SUCCES~·ORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WITH AND ADJOINING lHE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, I'ENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABLES AND WIRES WITH NECE'.SARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISIOI~ AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH TI-II RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE DURPOSE HEREIN STATED. THESE I-:ASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS PO~ SIBLE ~O THEIR ORIGINAL CONDITION BY THE UTILl1Y. NO LINES OR WIRES FOR THE TRANSMISSiON OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITTED lOBE PLACED UPON ANY lOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. CITY OF RENTON APPROVALS CITY OF RENTON PLANNING ! BUILDINl,[j.,I.,IJ2LE WORKS DEPARTMENT EXAMINED AND APPROVED THIS _____ DAY OF ____________ , 20 __ _ ADMINISTRATOR DEPT. OF ASSESSMENTS EXAMINE] AND APPROVeD TII!S ____ DAV OF" _______________ , 20 __ KING COUN1Y ASSESSOR DEPUTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD THIS ________ DAY OF ____________ , 20 ____ AT _______ M. IN BOOK _______ or SURVEYS. AT PP,GE _____ AT T·'E REOUEST OF" ________________ _ MANAGER SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, HERF IIY CERTiF'r THAT T~IS SHORT PLAT IS BASED ON AN ACTUAL SURVEY IN SECTION 10, Tow:-r,HIP 23 N:q'tl, RANGE 5 EAST, W M., THAT THE DISTANCES, COURSES AND ANGLES AW SYOWN Cj,\Pt:CTL'I HEREON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY ON THE CROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND l neAL STATUTES ANJ R'CGULATIONS GOVERNING PLATTING. -~------------CHRISTOPHER SHANE BARNES PROfESSIONAL LA"D SURVEYOR CERTIFICATE NO 35145 , .z~ ::J!JNfG 0:1 ____________ L DATE SHORT PLAT for LANGLEY DEV. GROUP, 6450 SOUTH CENTER BLVD VICINITY MAP INC. M(; &A DRAWN BY: MRP CHKD BY: CSB Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 DATE: 5-10-07 SCALE: N / A FAX: (425) 486-6108 JOB NO: 07099 SHEET: 1 OF X ----------~~~-------------------------------------- -L 7 _FOUND 4"X4" CONC. MON. IN CASE LS#37555 0.12' SAND 0.01' E OF CALC'ED POS. (3/06) BENNER sw 1/4, SE 1/4, SEC FND 1/2" R/C "BHI 11332" 0.15' S & 0 E OF CALC'ED POS. FOUND 1/2" R/C "LS 87693" 0.12' S & 0.06' E OF CALC'ED POS. --~- LS~ .10' ~ 0 ci N ..... w I: co 9 ..... ..... b 0 Z ~ n r') N -- f---- " ~ r-- r...: SHORT PLAT 10, T. 23 N., R. 5 E., W.M. EAST LINE OF THE NE 1/4. OF THE sw 1/4.---......1 OF THE SE 1/4 OF SECTION 10-23-05E l N 88·20'35" W 181.18' 50.02' 101.15' I I N I ~ 3 I "N 0 II) 0 c:i 5,056 sq.ft. II) r') I r') N ~ ~ I 1 N 88'20'35" W I 5,616 sq ft. 101.12' I w 10' FRANCHISE UTILlTY~ • <!l EASEMENT. SEE EASEMENT f? PROVISIONS. SHEET 1. ro ~ I <!l ~ to b r') 0 I z N 2 "'l N <!l 6.1 55 sq. ft. I ) " I ---/ ----------. ~ ----~\)"~O) I 50.02' \').: .,: f 75.45' ~"A , N 88'20'43" W 125.46' T R"'ZS .aO --j . 167.10' I ~ N 88·20'35· W N 181.10' 16.111· 14.00' I--1 n' 14'-- I t -----. C1l <!l to I IX) ./ w • II) " ~.;-" 0 --r') • ~o ' N o~ 0 1 z I I 14.00' 0, "'-F OUND 1/2" REBAR WITH MASHED CAP 0.11' S & 0.02' OF CALC'ED POS. S W ~ 0 ci N ..... ,.......-! D HIS PORTION TO BE EDICATED TO THE CITY F RENTON FOR ROAD URPOSES UPON THE ECORDING OF THIS HORT PLAT. 0 P R S w • It) ..... ';t) ..... • 0 0 z 1--30' ACCESS EASEMENT PER NO. 7603170768. REC. ~ \ FOUND 1/2" REBAR WITH SMASHED CAP 0.56' N & 0.02' E OF CALC'ED POS. ~ W/ 1 3/4" BRASS DISC AND PUNCH- -~I -- ---- NE 5TH 303.14' }-----PLACE N N 88'20' 43" W r') ---2 --55.13 " N ~ ---------+ ----........ ~ ~ "( I C)I U ~ -.J --I ~ 0 ~ ~ ~ Scale 1" 20' MERIDIAN PLAT OF MORGAN PLACE VOLUME 205 OF PLATS, PAGE 70, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT & PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC. 332-130-090. REFERENCES 1 . PLAT OF MORGAN PLACE, AS RECORDED IN VOL. 205 OF PLATS. AT PAGE 70, UNDER REC. NO. 20060522900007. 2. PLAT OF HONEY BROOKE AS RECORDED IN VOL. 227 OF PLATS. AT PAGES 36-40. UNDER REC. NO. 20050316001299. LEGEND o SET 1/2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276/32434/35145/36S11" (EXCEPT AS OTHERWISE NOTED). ( ------/ f-----=-I---- 30' ACCESS EASEMENT PER T -- REC. NO. 7603170768. VIVo III 36-40 ------ C)1!..u 6< l~ --kJ es ~ ; 1 1 16 ~I"( ~ 21' t'4'~~ C,1z..a(o::r T SHORT PLAT for FOUND 3" BRASS SURFACE~ MONUMENT W/ PUNCH STAMPED 10/15. (3/27/06) 10 FOUND 1 1/2" BRASS f] SURFACE MON, w/ PUNCH. CITY OF RENTON CONTROL POINT 1852. (3/27/06) ~1321.28' 1321.28' 15 (BASIS OF BEARINGS-)-N-S..iLS-'21'09"W -26-42-.5-6..../' "' ... _--" ...... ~ ",-15 ) \' .......... 1 V ___ -;r..aa o~:) /~"'~'" :~~.'O;) (, .. "''''.\u '),.vt.- CITY OF RENTON CONTROL ______ ~ ~---i'O'),.'),." '1\ MONUMENT 1851. NOT VISITED. -----~~'f ~ .'),.i,\9 ~ \..~ '0'0 Mead Gilman & Assoc. Professional Land Surveyors LANGLEY DEV. GROUP INC. MG &A p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DRAWN BY: MRP 6450 SOUTHCENTER BLVD CHKD BY: CSB DATE: 5-10-07 SCALE: 1" = 20' JOB NO: 07099 SHEET: 2 OF 2 DEDICATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY SHORT SUBDIVIDED, HEREBY DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SHORT SUBDIVISION MADE HEREBY, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LANGLEY DEVELOPMENT GROUP INC., A WASHINGTON CORPORATION C. THOMAS AND MARYL C. FOSTER 1 RUST LEGAL DESCRIPTION PARCEL A TIMBERLAND BANK THE SOUTH 120 FEET OF THE NORTH 330 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON EXCEPT THE WEST 480 FEET THEREOF. PARCEL B A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 30 FEET OF THE NORTH 360 FEET OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. EXCEPT ANY PORTION LYING WITHIN COUNTY ROADS. ACKNOWLEDGMENTS STATE OF WASHINGTON ) )SS COUNTY OF __________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____________________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ________________________ OF LANGLEY DEVELOPMENT GROUP, INC., A WASHINGTON CORPORA nON TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______________________________ _ SIGNATURE OF NOTARY PUBLIC _______________________ _ MY APPOINTMENT EXPIRES ________________ _ STATE OF WASHINGTON ) )SS COUNTY OF ___________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _________________________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE _______________________ OF nMBERLAND BANK TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______________________________ _ SIGNATURE OF NOTARY PUBLIC ________________________ _ MY APPOINTMENT EXPIRES _______________ _ STATE OF WASHINGTON ) )SS COUNTY OF ___________ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _______________________________ IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT (HE/SHE/THEY) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND ACKNOWLEDGED IT AS THE ________________________ OF C. lHOMAS AND MAIM. C. FOSTER lRusr TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___________________________ _ SIGNATURE OF NOTARY PUBLIC _____________________ _ MY APPOINTMENT EXPIRES ______________ _ BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. RESTRICTIONS OF RECOR[) 1. SUBJECT TO EASEMENT FOR INGR: SS AND EGRESS, AND TYE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RI CORDI';G NUMBER 7603170678. 2 SUBJECT TO ROAD MAII\TENANCE I'ROVISIONS, AND THE TERMS AND CONDITIONS THEREOF AS RECORDED UNDER RECORDING NUMBER 8807010506. EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED I OR AND GRANTED TO ALL UTILITiES SERVING SUBJECT PLAT, AND THEIR RESPECTIVE SUCCEc.·.ORS AI\D ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET, PARALLEL WI'H AND ADJOINING I-HE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, ,:;:ENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, MAINS, CABL~S AND WIRES WITH NECI SSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISI"N AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, TV, AND GAS SERVICE, TOGETHER WITH TIIF RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. THES' EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RI::5TCRED AS NEAR AS Pl,;SIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR THE TRANSMISSI,}N OF ELECTRIC CURRENT, TELEPHONE OR CABLE TV SHALL BE PLACED OR BE PERMITIED 10 BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT AllACHED TO A BUILDING. CITY OF RENTON APPROVALS CITY OF RENTON PLANNING! BUILDING! PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS _____ DAY OF ____________ , 20 ___ . ADMINISTRATOR DEPT. OF ASSESSMENTS EXAMINFD AND APPROVED THIS DM OF ___________ . 20 KING COUNTY ASSESSOR DErUTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD THIS ________ • CAY OF ____________ , 20 ____ AT _______ M. IN BOOK _______ OF SURVE'YS, AT ri'.GE ______ AT THE RECJEST Or __________________ _ MANAGER I" '_ SURVEYOR'S CERTIFICATE I, CHRISTOPHER SHANE BARNES, HEr,! fly CERTIF1 THAT T ilS SHORT PLAT IS BASED ON AN ACTUAL SURVEY IN SECTION 10, TOW'lSHIP 23 N)~:c!, RANGE 5 :CAST, W.M., THAT THE DISTANCES, COURSES AND ANC'~ES AI·, SHClW'; Cr)"'.h_CrLI HER!:.ON; THAT THE LOT AND BLOCK CORNERS ARE STAKED CORRECTLY 011 THE c':ROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE STATE AND IOeAl STATU-'ES ANJ REGULATIONS GOVERt\ING PLATIING. -~-------.. -----CHRISTOPHER SHANE BARNES PROFESSIONAL LAND SURVEYOR CERTIFICATE NO 35145 z~ ::JUIVG' O,,?- ~---~----"------------ DATE SHORT PLAT for LANGLEY DEV. GROUP, 6450 SOUTH CENTER BLVD VICINITY MAP INC. S1 MG &A DRAWN BY: MRP CHKD BY: CSB SE PROJECT LOCATION 128TH Mead Gilman & Assoc. Professional Land Surveyors P.O. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DATE: JOB NO: 5-10-07 07099 SCALE: SHEET: N / A 1 OF X -JI Q C) ()I ~ -FOUND 4"X4" CONC. MON. IN CASE W/ 1 3/4" BRASS DISC AND PUNCH-- LS#37555 0.12' SAND 0.0" E OF CALC'ED POS. (3/06) ------------ ~ 0 ~ ~ ~ Scale 1" = 20' MERIDIAN PLAT OF MORGAN PLACE VOLUME 205 OF PLATS, PAGE 70, RECORDS OF KING COUNTY, WASHINGTON. EQUIPMENT & PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS WAC, 332-130-090. REFERENCES 1. PLAT OF MORGAN PLACE, AS RECORDED IN VOL. 205 OF PLATS, AT PAGE 70, UNDER REC. NO, 20060522900007. 2. PLAT OF HONEY BROOKE AS RECORDED IN VOL. 227 OF PLATS. AT PAGES 36-40. UNDER REC, NO. 20050316001299. LEGEND o SET 1/2" x 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276/32434/35145/36811" (EXCEPT AS OTHERWISE NOTED). ( BENNER SHORT PLAT SW 1/4, SE 1/4, SEC. 10, T. 23 N., R. 5 E., W.M. FND 1/2" R/C "BHI 11332" 0.15' S & 0 E OF CALc'ED POS. FOUND 1/2" R/C "LS 87693" 0.12' S & 0.06' E OF CALC'ED POS. ----1_ 1 1 LSJ' .10' ~ 0 0 N .... UJ 1: CO p ... .... b 0 Z '\ ;r, I") N ~ ~ '----- . ...... I'-: r-- N 88'20'35" W 50.02' N q 0 If) '1") "l N ~ ~ 1 5,616 sq ft. w '<0 .0 ...... ...... b 0 z N I") N <0 --------- 50.02' f N 8S'20' 43" W 125.46' EAST LINE OF THE NE 1/4, OF THE SW 1/4.-.........1 OF THE SE 1/4 OF SECTION 10-23-05E l 181.18' 101.15' I Hi.Or I I --16' 3 I N 0 0 5,056 sq. ft. 10 I -- I Ol t.O N 88'20'35" W I ID !(J 101.12' I 10' FRANCHISE UTllI1Y;;;i --EASEMENT. SEE EASEMENT PROVISIONS, SHEET 1. ixl I t.O ID I") 2 I 6,155 sq.ft. I f- J . I / --------. ~ ~O"pOj' I ,~ h 75.45' P.J\ v b~ • --1 I Rdi.~·OO 14.00' 14' -- I t - 1 ./ LLJ • \l). ~~ • 0 I") • ...... 0 b N 0 ...... zl I I ~FO UND 1/2" REBAR WITH MASHED CAP 0.11' S & 0.02' OF CALC'ED POS. S W ~ 0 ci N .... v-! 0 HIS PORTION TO BE EDICATED TO lHE CI1Y F RENTON FOR ROAD URPOSES UPON lHE ECORDING OF THIS HORT PLAT, 0 P R S ~ • It) .... .. I") .... b 0 z 1--30' ACCESS EASEMENT PER NO. 7603170768. REC. . 167.10' I FOUND 1/2" REBAR WITH SMASHED CAP 0.56' N & 0.02' E OF CALC'ED pas, ~ N 88'20'35" W 14.00' N 181,10' \ \ NE 5TH c" 303.1'" t--PLACE N I"i N 88'20'43" W --...... , --255.13 . N --- T T SHORT PLAT for --- 16 -J-;.-, ~I~ l~ () --!.Jj eJ ~ ~ ~I~ ~ 21' 14' ~~ FOUND 3" BRASS SURFACE~ MONUMENT w/ PUNCH STAMPED 10/15. (3/27/06) 10 FOUND' 1/2" BRASS CITY OF RENTON CONTROL POINT 1852. (3/27/06) ~1321.28' _-.ll~ 1321.28' 15 (BASIS OF BEARINGS) N 88'21 '09"W -26-42-.5-6,../1 ~..---~-.I ~ .... ..-.... 15 ) \ I .......... , ~ ........ --::,J..QQc o~:'l ..... 'L'u ..... ' ~ ........ ~..-'I'I c!.,~~--' .... --',\v ')..'<J v CITY OF RENTON CONTROL _________ ~ ........ <<6')..')... '1'1 MONUMENT 1851. NOT VISITED. -----.,.--''/ ~ ~')..i'\9 ~ \.~ ~ti Mead Gilman & Assoc. Professional Land Surveyors LANGLEY DEV. GROUP INC. MG &A p.o. BOX 289, WOODINVILLE, WA 98072 PHONE: (425) 486-1252 FAX: (425) 486-6108 DRAWN BY: DATE: JOB NO: MRP 5-10-07 07099 6450 SOUTHCENTER BLVD CHKD BY: SCALE: SHEET: CSB 1" = 20' 2 OF 2