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Home My WebLink AboutLUA-08-121_2_Large Formatw, , , ..---·· -...... I ;_,- ~ / .. / Junior High/ High School Bus Stop ll t----•--...,a...J/--------1 Elementary Bus Stop ,• .... ,f-----._,,.__ __ LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the Issaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bus stop at the intersection of SE 136th Street and 160 111 Ave. SE is the only practical method of providing safe access for children to and from school. 8' Asphalt Shoulder 5' Asphalt Shoulder Existing Bus Stop Proposed Bus Stop 1111 • I .11 l ... ;, l ... / I / -·-· - • l ' ! 1..,,r, _,_ ~. " ~ .... -:;; 41·,___,.~=='-,J~ --t---"~..:!!.J • ,.. -----,JI ,,. ',,, . fF-;~=i='"":;:;:,. ~~..._:;~' tt--{i),-..!!+J "'--..LI r.. .• ""-' . a-~~~ ir--"'OL.c~~ ·---------~ Briarwood Elen1entary ( . , ' I -I ' ,. . - Liberty lligh School ::· ·' I, ., I I • -I ' I I I I I ' ~ -• Iii • -·- --' . -. ' ' i--~-=·0-1 I ' -I I I .:. ' - ' -., I . I I I ' Maywood Middle School • - .; - I I ' .. • -' . I I I - ' - • • - .. . ... - ., ·-- , . . . I ·-- I) -I I I I ' .. © .. ., I . I ... ---~-·- .. --- ' ; I I I \ )) LEGEND n X rn n ( ill! CJ ,:r -0-0---0------ ---[1--9---· -x-x- ;( ,) :r: I l:_,, .~ < GEi\PlllC '.,('i\1,1': ,1(1 "' I lit I - ( IN F~F:T inch -,---,HJ ft. BENCHMARK urmKEN rnu1,':,S s11mAcr 1w;c m-1 rune (~1. SUrlf-/\.CT, f"Ut~,11. r;ilY (Jf f<HllU~J OFNCII ['-Jc, 2103. l.OC1\ff[) Id !Ill_ cor,1<:;TPIJCJFD IN!Ef\~;FCTION OF SF.: 1'.-:t'\\11 SI AHll l55ll1 1\1/r SI:- DATUM: CIIY cw IH-t'Jlnt-·1 ELEVATION: :'"1.cis l·I/\V!l l~J()ii EX Fl,-fl \ I Yfl!~ M·J r f.X Wf\ llT\ Cli rr \/1\I.V[ FX. v.11\ rrr< IJE IER FX r-i:11, ,\rm f:x I I 11 ! I f '( r' (JI !~ LX I I II' I lY pm_[ /IJlU-IOH EX ( ,\ l r:11 l:l/\(Jl•I EX. b1,\_'I [:J(JX FX ;:-wN FX LI 11\lt-JLINK FEHCE LX wnrlJ fTNC[ IX (l,1\f\F.l Wlf<E F[IJC[ I_X 5 !Fi'FF-1 I_ICH f LX ~, 1c,~u C:UL VFf~ I " (;l~/\'/[I_ Ol\1\/~ CJ{A\IEL r.m1vr: CfU\\/EL Dl~I\JL I ,t< ,_ . ' ' ·.i I \ " r<°' "' " ,,, CC u z u " I ,, ' '" l-o, -----~'4 . 14 ·~a "'"' ~ . o.aP1:su.-1--·.,,,w__..._~ "'· " . " -..,.._.,.~..,,,.,.._.._-".,.......,.......,..__,..,_,..,.,,"'''"'""""-· cc- IL 500.U:.> 0 (0 I RIU c:-4tHJ.55 I[ II WJ. ~'>~' S \~. -. 4 S'.:_°·.,..f_;,, i'l rm.1 '·" i\Bt1.;;1{ IE "'" 481 3J-S IE = 11131 5.3 E I[ -,rn l. ::',o'L ['I l I PO\r\1f_P V/\\JI ·r "I I I "~·-r~· .. ,,,.,.,.,_, .. , .. ~·,-·, ,. .. ''"P., I --· 1· --- ····---~-·--------"-·-------- -J_ -··- ,,uiL I u,~ L U\J, 11 uw; -----------~ '-----------.... -------uirnirMi=iP<~~j;~~~~~---1r"'~l/~IJ~(I.J.-~O:·l/~·--1...-----.:.=:::. ________ l..:::::::::..J -i f'i :,-r;R.-, '.'fr).'! ,1rrr,\l't'UJ DALEY-MORROW-POBLETE INC '"" LAKERIDGE DEVELOPMENT 72U A.l_JBU!,1,1 WA{ !Kll1!1 l ' - J\I IF:Ur;r\J, W/\,-::1 !IJ )(_,fUt'I 93()()/ Pl!Dr1 IE_ (2',3)33l_-2;;uo_ (I !\X)3_1_', -2.!0C ,J. J l,,--u .... c;-L, l~ ENGINEERING _ SURVEYING (~___} ' ~J LAND PLANNING I ncocrorn tedl_J-I"! 11'.".' /!> 11:1' ., •. , '-'''l'i' I' Ci 1.1ox 1,11;, 1·,11,nu1.1, w~, CJSCJc,7 M l'IIUIII llo. (112',)/;nJ-9/ciU _ '.4f~~!tf(".IJ;y •.,·.\/{ ! " - /",'I 2 TOPOGRAPHIC LIBERTY PLAT SURVEY 11 rJ' ;111·.-, .JM·I 02 .. ,.,,. UH 10 I U I ~/U J ~WA_-o~-12 I ---~ -----·~·-.. '"-'--'--'•____.. ; 1: II :I c,·".1'\TE 0° -56'-51" LEFT TO ERIDIAN SHOWN ON PLAT OF ::RRYHURST, VOL.66, PG. 74 30' , 30' .. -r-.. ,-: rn . :c t- (0 pt) w . fl> i r <t [N i I<} \~ :<0 [ l ! I 3 ;;; -<X) ,n • 1--. OCl z J , , LIBERTY RECEIVED SEP O 3 2003 k.i!~Li COUNTY LAND USE SERVlCES LANE A REPLAT OF LOT2 1 BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, VOL.15,PAGE 91 SEC. 14, TWP. 23N, R.5 E. W. M. FILE LOJaPOOO$ KING COUNTY, 'WASHINGTON Liberty High School N52°:S2 J;\'CR 6 I'.: 8C- '!r,-i R= 25° CJ'l1'.'° L~ 19 3.g' ·• 6: 4 ~ "24'55" N o•t7'2C"W 0 0 (}) OX) I I I I '3: . -\ (0 I ... "' 0 o oj :x, o: :x, Jl' z i.:o -, • I i ' I , '.lRAINAGE 140.05 5 N0"23'36"E 139.99 139.99 3 ,39.99 ),o EASEMENT c; 2 O! 7>: (X) ; I \3999 8' ,_ ~ 0 OI 0 0 ai ai ·g -----~ 0 0 ~ _, i j f ') L I I 0 0 >Cl tD 8 !38.36 10 138.Gi' 11 i~.74 f i ! ' . ;o ~ 0 0 :z 111> ' I 1 - 0 0 0 I "' - OPY /' <::J .,,. i " .. t_t ; f 3-2J· . ., .... .. " ' . ' -------------..., ---------------- Liberty Grove Contiguous ----------------------- LE GENO + E:X.lS' GONC MON W /(i:.SE • CO\IC MON WI CAs:£. TO BE SET e SE'T !/2" REBAR W i CAP 1 785;: ~ CONC. MON. NOT CASED MAIN FILE COPY C ·'·.,. ·, DONESHVAR 8 ftS&x:,. INC. 2 OF 2 LJJA-()~ -/2 { :SCRIPTION LIBERTY LANE A REPLAT OF LOT 2, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, VOL.15,PAGE 91 SECTION 14, TWP. 23 N, R 5 E., W.M. KING COUNTY , WASHINGTON RECORDING CERTIFICATE 791120050 Z /'w~ TH Filed for record at the request of the King County Co•Jncil thi~ .. ZQ.-.... dav o~· ..... N<i.v. ......... 1979 ... at .16 .. minu1.es past .. 9., .. A. )I_. and re~orded in vc1lume .. /.1.3 ... of Plats. pages .... ZO. :-Z[ ..... rHcords of King County. Washington. DEPARTMENT Of RECORDS A'iD ELECTIONS splat of Liberty Lane is a replat uf LuL 2. Block 4. in the plaL of IAR PARK FlVt ACRE TRACTS as recorded in volume 15 uf Plats. page 91. :ords uf King County, Washington. ..... G t..Cff. T .. G .... I;~.~~~ ........... . .. J. A.M E.S. S .. W .E £.K.S ........ ~ Superintendent of Records at~ TT HER WITH H·AT ?:.lRTIOI\ C~ VACA TED I~_.-!, Pl':. ~.:::. AD..iCININC: ON ,..He. lAJT, ICI-' WOl!LD ATTACH BY OPf-.Rt..TIO!\ CF' L.:.\11 ~PTROLLERS CERTIF~CATE rebf certi!y that acl propertv taxes arh pa 1· ct tb t t· . . . . · ... -a n<"":-e a re nu nquent special assessments cert 1 f u;,d to th is office tor col iect ion th1t 91, specia1 assessments CPrt.ified to this offil·e for c.ollecr.ion 11~ .:f lb•' \'.,l'nperty herPi.n contained. dedicat€'d as street,:;, a;J.eyi-; br ot!'!t-r pub~.i" use, a re pa, d in fu; , . .l.'f'f~.if'.y oi .ift>.~ B~~. . i97 .1 ... CECJF~D ~f:--~iAI!'! .. t.., .. f,.,..~~~-'.\'. :S.. . . Jf,<r;; ': t. !{'. ~~ .'". -.~ .. ~. _·-:-........ . Deputy Ki nf". Crnrn c:y Com;,t i-o 11 er ROYALS DEPARTMENT OF PLA.lt"NING AND COMMVNI1'Y OEVEI..OP;tENT . ~ ....... ,. . E d I ~ · Ji:·-= ~ • -tt . .. xamine and approv,,< thi,l:' ..•.... day o1 • .... -.. , · .. ·, ..... . >" -' .: I' . ,i_ : • ~"fil-.. • • .·~..-.;..-;~·;~.fl' •• :t-. ~ ,i••: • • • • • ;-". 1" • • • • 1 1 • • , , a • • • • Manager. Dinsion of i3l!i ld:iug and ·Land Development . "',.., \1 I) ' Ma.nai,>;er EASEMENT PROVISIONS An easeme1H is !rnreby r1:18erved for and granted to PUGET SOUJ'iD POWER &. LIGHT COMPA.:'iY, PACIFIC NORTHWEST BELL. and KING COUNTY llATER DISTRICT NO. 90. and T h,,;i r respec Live successors and assigns , under and upon the exterior 7 feet, para! !el with and adJoining the street frontage of all lot.ls in whid1 to install. lay. construct, renew, operate and maintain undi,rground conduits. cables, pipes, and wires with necessary t'aci lit ies and othe:-equipment ±or the purpose nf serving this subdlvisi,.m and other property with electric. telephone and water service, together with the right to ~r.t-.er upon the l.ots at al 1 times for the uurpuser; stated. Also, all lets shall b~ subject to an easement 2.5 !eet in widLh. parallel with and adjacen, 10 ail incerior lot lines. 5 feet iu -..·idth, parallel with and adjacent to :ali near lot. lines. and 10 feEit in width, parallel with an<i aUjal'ent to at: front io; lines for purposes ~)f utili:it.~s and dra.inat(t'. -~-~1:)ff~?."_::·~~~('. ~fi!t .. ~-~J~ :J,;-"¥/J.rt~~k;~~w~~4~'.}l'¥rffi~<";7iti"'f;!~,,'!!./~f~~:1q.q7M~'<(,.1:_.•,,:r:&~~~?~tJ'~~J'..:¥.~,t~~ '{~~'!'i""<~~ilf~l~,i,.,,. -,.easemk!n,i .. ·;~Of..i_1rac,1; ~'~ ;;.11.ha,1,1,oe ... ,.<·1.m1:te:dJ,,"to ·:,:u1,e .,are11:.•;,,o~H~.fW~ • · -,. ~ -"'-"'=···d ""°-· ...J.,..___ . ......_ ~,>..::.::c,.;~ -•• ·• .... ~.;~;.:,..;,;:~,.,!htQlI~P:f.'t~TI...t:\;,.,,}...;~(if!JB'.t:'~~"'-: '· _.,,........ , ·.· : ·. ~.-· Beginning al 1.he Southeast c.orner of lot 6. then(:e K 6'i 0 ,2 · 3U"'tfi 88.78 ft .. thence S 88°0::l'46"E. 80.2! ft .. thenr:e S 0°21 '50"W. 35.96 feet to Lrue point of beginning. LAND SURVEYOR'S CERTIFICATE hereby certify that this p 1 at of ... P'!~~1'.'Y .. ~ .............. -....... . is oased ~on ~n a(~tual survey and subdi1:ision of a port:.on of' Section 1, .. Township .Z.~~-, Range .. 5. J:, .... 'fi .~. that the courses and distances are UNG-f-1.-----.... -------.1·-------:c' •. ----- i:r./'~h1s 1"."f'~ daji .,. ~;: -~-·. . ; f.\, 9". --------slwwr.-corr-=Qt l y thereon: that r hE-m~rnurnen-ts w-i 11--be se .. t .. and.-'Che ..... lot....corner.s. _______ _ ,nak,.,d C()rrect1y on th<; grvund; -,uid that :( h'.we fully complied with the . a :__ ~ .,.-· · ;?') '7'1 .... d' C ·h·a· J.:. ja'.~n~~.-'""f':J.~Co.u ~.n. n:i.·: l ... --~ ... ,, '. A~:~ __ ;~~-t .· ,·C.L-l~.-;,r.k. U.:. .. ,.....,r-~--..... ~: ~ .,s. c King Cvunty C0ucci'. DEPARTMENT OF PliBLIC WORKS .,; '-' f ... '11!1:~-'!~r:. . . . . . 19n_ ... DEPARTI.fEJIT OF ASSESSMENTS Examined and approved this.!':{ dav ... fl.4f~f . .I! . 4. (J.t?~ .... ·. of .~'!f.;':'f.ci.~. . . . 197. 'J. .. .. G.-.~--·········-- King County Assessor Deputy. King County Assessor RESTRICTIONS No lot, or portion of a lot, in t:his plat sha11 be divided and sold, or resold, or ownership changed, or transferred. whereby the ownership of any portion of this plat shall be less than the area required for the use district in which located, or 12,000 square feet, whichever is greater. No fence or walls sha:i. l be con st ructcd closer than 30 feet frorr. the front property line along S.E. 137th Place ALL LOTS WILL REQUIRE WINTER PERCOLATION TESTS DEDICATION K.NO'IJ ALL !{EN BY THESE PRESENTS that we, the undcrsignf:d. owners in fee simple of the land hereby platted. hereby declare this plat and dedicate to the use of the public forever all streets and avenues shown thereon and the use thereof for public purposes not inconsistent with the use thereof for pl1b11c highway purposes, also thP right to make al1 necessH.rv slopes for cuts and fills upon thP. lots and blocks shown on this plat · in t.he original rQasnnable gra.di.ng of the streets a.nd a.venues shown therte- on. IN WIT!liESS THEREOF we have set our hands and seals. Rasoo 1 Donesh~·ar. Pre-s i.df.'n t F.Ilene Doneshvar, Secretary DONESHVAR a ASSOC. INC. pi"<'>Vi8ions of the platting requla.tions. Professional Land SurH,yur Cert i fic:a.t8 No. /15°,Z, ACKNOWLEDGMENT STATE OF WASHINGTON) ) ss. C.OCNTY OF KPIG This is to ::erti fy that on this . /!. .... day o: .~ ..... 197 9' .... , before~-the undersigned. a Notary Public. personally appeared Rasool Doneshvar. and F. llene Doneshvar. President and Secretary, respectiveiy. \J f Puget Sound Environmental Group. Inc. . a Washington corporation. to me known to be the individuals whn executed the within dedicatio~ and acknowledged to me that they signed and sealed the Sam€ as their volun- tary act and deEd for the uses and purpose~ thPrein msntlnned. and nn oath stated that they were au,:horized to ex€cute said instrument and that the seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal the day and :,,1.:ar f::.rst abuve written. ...... ~4 .. ~ .......... . Notary Publ it: in and f(lr tiw .Stau, of lfashi tll,!.'t.on (l -+l-8. Residing at -~· ~' )...S . (j C ICF .,. ..... I I I I :I i I I I f IJ ' I' /' r 11 I ,1 !, I I f ,I ' I, l! I, I' /:: ·1 I f.i ,, ,. I ' ~-'\ ~~.::.,,. '~ .... -::,-l)i:~»~ ...... _~----, ..... '---------- r.·r.nt~~~.--f""1'J ! I I • . ' ' · 1 . . ./' :--: . • I .. -... .-.-.-"· :s: I 1;:~, t , ; .,. ··=' i ' l :,,II ___ T.;·-··1-·,'0u_~_j ···-·-tp· 11 ""' _...,-~l/' , .. .,, ,1 -~---i9 I. . 1: ~..,. 11 t I •"I . ' i..,/J :--------~--'.::::~:;--~~---.~!§) ----~-1 l~ -· t ' ~t/ ... ...._... !1 ,~~·-,~ f ~- .. ::: .. } I i---~--,,----~....,.-,-~-......... --.----.-...::~:.11 ;.; : I • 1 " . · ·a:amrl,,.-,"-441 I ·--... I f I t------P!--f-----l • • I . . • • . -• .... ,. ____ _ • , • • • -. ·-~- " ' . . J:..,,;.+-.! l.1-~''+"'.-; • . . . ' • • ' 1;;.--~'i-...,.._1 s • , ... ~-.,, ' " .. ·.: ~ . , . . , ~- ~ ·~ ", -.. ,.F..._ --'"' . . - -" .n,,. ,,. ~ r'-'''"r',;=";;...,-1--....._ . ·' r,-:-'f 1--,,::.,,' I-+-. '-11 , "' ' ,,. ,ai,t.1,,---. h.....J L:..'.'.I. !, "';~~ 1-~ ;- • " ... - - Exhibit No[£=;;-:l::::--=-- ltem No. 93-S~ Freceived r!J -,a;I?Y- King CoUll!y Hearing Examiner ....... _ • ,• ..... -··· _______ .,.. ,.., I ~,,' ·---------__ J --------· ----......... -'U ... ,. LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition of likely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the lssaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the acljacent school facilities. Upgrading the existing bus stop at the intersection of SE 136 111 Street and 160 1h Ave. SE is the only practical method of providing safe access for children to and from school. 8' Asphalt Shoulder 5' Asphalt Shoulder Existing Bus Stop Proposed Bus Stop - • - , .. . - ··~. ' ·.1;· • (31 -s / ' J. ----· I / ,I , l , / . I . I • .... -----. ... .:.. .!. • Not Constructed ~:, -~--... :: ' ... ~-. I ' ; ; ,.I, •I ,1 ... , ¥ • IMl'lf l!J..c • " ~· ... -.!!!: ' • . -.. ' ' I -' ' ' ' - ,. . -. -' ' !fl'-,. r-----:, --'-+---,--=-1 . . ----. - ·' '· - • ! ~~-.:--'-"-l [ ---?--=:..i ~' g! '· . " =· -· -' .... §: ~---=~--'"'-:.J .. "'f k '-·I;} ' ' ' ' . - • - • - • '=-l r--<!J-·"-l , ,la1---..,;..._·"-I . ,. ~h'-j •• ! i;. E"-. ' . _.£. -,, I • . ., ' I ' i---·=--i -• ' ' ' ' ' ' ' . -. . . - .·· J l . -' ' "'·"" t I . ' ' ' • ' ' • - ' ' ' ' ' . - • - I ·- ,. • - • • - • .. • -I • ... I 1 ~ j. '(! ! !1 . " ·-. • . ' , . • ti · I I ' ' ' ' - ' ' • I -' -' .. © .. i ---I.-. ' .. - ., • ·-----· • ' - ' ... I, - -----------;:-=- ' .- J -. I LUA-oi-12.[ LEGAL DESCRIPTION: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TF!ACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADJOINING PARCEL OWNERS (500' RADIUS) 142305 9009 -David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 142305 9019 -Marilynn E Carlson, 13616 156TH AVE SE REN,.ON WA 98059 142305 9022 -Robert Mair, 13606 156TH AVE SE RENTON WA 98059 142305 9042 -Don & Di<Jne Kezele, 15657 SE 137TH PL REHTON WA 98059 142305 9043 -Don D Milbrath, 15624 SE 137TH PL RENTON 'NA 98059 142305 9058 -Mark E & Barbara A Nichols, 13815 160TH AVE SE RENTON WA 98059 142305 9101 -John fl & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 -Larry E Bryant, 15671 SE 139TH PL RENTON WA 98059 142305 9112 -Dan D Milbrath, 15624 SE 137TH PL RENTON WA 98059 145750 0070 -Morris O & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 -Steven P & Joann E Lee, 13802 160TH A VE SE RENTON WA 98059 145750 0096 -Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 145750 0097 -Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 145750 0100 -Danny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 -Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 -James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 -Cristian A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 145750 0128 -Terry Gene & Dawn Marie Droke, 16223 SE 136TH ST RENTON WA 98059 145750 0135 -Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 -Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 200600 0010 --Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 -Richard A & Michael E Knapp, 13412 160TH !\VE SE RENTON WA 98059 200600 0030 -Randy L & Bonnie Horner. 13404 160TH AVE SE RENTON WA 98059 200600 0040 -Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 -Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 -John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 200600 0130 -Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 200600 0140 -Robert A & Lori Davies, 14708 30TH AVE NE SEATTLE WA 98155 200600 0150 -Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 -Johnb B & Rosa M Norris. 10516 172ND CT SE RENTON WA 98059 200600 0170 -Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 -Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 -Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 -Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0280 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0290 -Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 -Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 -Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 -Florence Nott, 15915 SE 134TH PL RENTON WA 98059 366450 0126 -Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 -Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 -Alvin R & Wendy S Wood. 13403 160TH AVE SE RENTON WA 98059 366450 0132 -Patrick D & Kelly L Behr, 15914 SE 134TH PL RENTON WA 98059 366450 0133 -William Johnson, 15902 SE 134 TH PL RENTON WA 98059 366450 0135 -Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 -James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 -Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 -Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 -Francis J & Rabin J Beckman Jr .. 13511 158TH AVE SE RENTON WA 98059 366450 0279 -Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 -Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 -John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 -Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 -Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 -Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 -Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 -James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 -Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 -Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0'110 -Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 -Raymond E & Maryhelen Grover. 16203 SE 137TH PL RENTON WA 98059 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON NOTES: ;..;;..~;;:;;;.:;;.._ _____________________________________ _ 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. ~J· PULE.MORROW P.L.S. No. 2.2962 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED/DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND. LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DA TED FEBRUAURY 6, 2003. 7. SUBJECT TO WATERLINE CONSTFWCTION COSTS AGREEMENT RECORDED UNDER RECORDING No. 8003200605. 8. SUBJECT TO THE RIGHT TO MAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING SUBDIVISION RECORDED UNDER RECORDING No. 9410250673. 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UNDER RECORDING No. 9508301698. 10 SE SITE INFORMATION: DEVELOPER OWNERS 11 12 128TH STREEf 13 ST ROAD VICINITY MAP Scale: 1" = 1 /2 MILE LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX ( 425) 228-7232 PLATT FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATI, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387-1978 VIRGIL E. & WILLIAM J. BOWEN REVOCABLE LIVING TRUST WILLIAM J. BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 ( 425) 255-5807 . ENGINEER/SURVEYOR DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBUl~N. WASHINGTON 98002 ·PARCEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE PROPOSED DENSITY SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV (253) 333-2200 FAX(253) 333-2206 l 45750-0085, -0090 7.89 ACRES 22,931 SF± 36 SINGLE FAMILY RESIDENTIAL/DETACHED 4.56 LOTS PER GROSS ACRE CITY OF RENTON KING COUNTY WATER DISTRICT NO. 90 ISSAQUAH SCHOOL DISTRICT No, 411 R4 QWEST COMMUNICATIONS /:lflo.~,i,,... , ...... ,,, S[p , PUGET SOUND ENERGY . 0 3 ?00] LAN"''Yt( , . a Us/';vfl,· i KING COUNTY FIRE DISTRICT No. '2S!!lv/(.' n PUGET SOUND ENERGY C j . Ip \J' COMCAST Exhibit No. ' 7"""' . r I ltem .• ~o. _Lo.'.!,~ QO y ·..) I Re __ --tu,., ... ,. rJ-'" -"'L ,l,D$1'-4i·!. ... ~ King·County Hearing Exami!lffl" ' LosPooos 1. 12 AUG 03 ?i':.::-. A -- REVISED PER KC SCREENING OF JUNE 3, 2003 ~ , " DALEY-MC>AAOW-POBLETE, INC. 721., AUBURN WAY N. AU 3URN. WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 Cl J·--,.,...._,. o"'') ENGINEERING -SURVEYING LAND PLANNING incorpor-ated REV. NO. DAT£ DESCRIPnON LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 ' ' APPROVED --------- PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE INFORMATION I-;;;;;;;:;-:;:;----,--::::;-;:-------,·=::=------~--~--' °"".,,"' RVL = NTS """""'014 70PPGRCON 1 11,--~~~--.......................... _,, .............................................................. _. .... ~ ... ----------------------~----~----------------------------......... ----... ----..... -----... ----------------..... --------------------------------...l ........... __ ~~----..I.----.... --....,;:..... t':.;;;;;;;;;;'6+;\j:vt~~IA~h,~~~--:;1io~M~AA1R;,:0~3-f:;;;J08f~.:..:_ioi14~7~0~::::.:_:i';;'-3-~-, ________ .&.........i; ~...1.-_.;.;;..;.;;;.;;.;..;;.;;;....J,._~~-J..;..;;;;;;;;;;;;;;;;·-;..1 LUA-oi-121 ~-' @) @ ~ ~ fr @ ~Q} s to JP @ @ @ § tVJ @) I # -::, r -, r1 I I I @,--s-1 I SFR I (§) r--1 r-, I I I I I I I I I I I SFR I I I I SFR I L_ .J ,-, L __ J I I 1-__ _r---,---, I 1L--._ J I I I II I --L-~ 0 L_ .J L _J @ @ ,---, I I I L I -, J SFR I s L __ ...._j @ . r-, I I (§) ,---' I I I s (§) I SFR I I I L ____ .J 12 10 9 4 11 ,, 3 ,, C, \ c,'\ 13 ",'0\' 8 ,, ,.CJ:; 5 ' 2 ·:\ ~ <( t ' -~ 0 -I-~o~ '<:" u 14 " <( 6 f'= 1 \_ '{o~~ ;f;: \;) ...______ S. E. _:I 35TH PL. / <:) - 15 (PROPOSED)-. " 9 49 50 53 I I s 17 18 19 20 24 16 21 22 23 (§) -S.E. 136th ST. --~EXISTING)-NOT OPEN -- .E. 136th sr. (EXISTJNG) -- I -j 2 3 8 <( [Il "' "' ,-,- 10 38 48 ## 51 11 47 52 ;<.# "-- 37~~~\;\; 46 f" 0 ~~ 43 39 ~ ,., 45 ~· S> 04 u 7 "' ,- TR. N 5 6 42 41 40 w 44 f" 36 35 34 8 / '"" 33 32 20 20 20 20 27 GD G G) ~12 13 31 29 30 28 TR. H 27 27 27 , \ TR. G 27 27 27 27 27 27 27 0 14 ® ~5 C0 (~) 16 0 0 0 GD 17 TR. L 27 18 27 TR. I 19 TR. M 20 21 22 23 24 25 26 27 I I I I PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON S.E 134th st . C8<JSTING) , ' 3 0030 4 5 6 7 0040 0050 0060 8 9 0070 0080 0090 r ' I I 1sFR I 2 I I / 1 \\ I 10020 I I L ~ 5 0050 3 0030 LOT 2 0039 LOT 1 0034 ( ' ' . ./ 15 14 !ff I IN'rf:11, 'A 0040 ~ ~ ~1(12 4 !l,-! l'l 3 7 oms I 13 12 1 0150 0140 0130 0120 11 10 0010 0110 0100 ~ ~ i-----._j '10£..-e.~9 1 <( ' z 0020 ~~ --~~-~d~i---t---,--l j I~ !!, ll1 I I I I \ (?-e;,-<.. ~ 0. ' 4' 0033 . -'0037" le 4 ~ s 0010 --~~ qffc.....:l __ S.E. 135th ST. =i r--;~::-:-,--.---.---<"1<(,;_~ 4Y (EXISTING-"-) - I '-... 3 V [ ?oiao g!Q z SFR ') ' I ', I ,, !ff f--;:rc:::-::a,c-----1 !l,-! I ', 2 <( : I 0170 s I SFR L---Jf----+---4--/ !!! L ____ _r- f---;A;,----1 / \ A < V \ "-SFR ) \ / "v...-1 0160 1---- 4 5 6 7 0190 0200 8 9 0210 0220 0230 0240 @ 14 ,-.s-1 0290 r--1_ __ 1 /°' 15 r-~ I SFR I </ \ i 0300 r--.l I 13 I I I SFR I \ SFR \ I SFR I 0280 L ____ J L _____ J \ \ I I "'\ .> ('.) L ____ _J 12 11 10\,/ -; 0270 0260 0250 , ,-0 ---S.E. 136th sr. (EXISTING) ~ --------~ 323' ~---- r,_ 1 -. - ' , ~ r -, r....J'"-1 ~SFR: @sFR l ISFR l TRACT'C' I l 9 I [ L--_J L..r.-1 L____r-~ OPEN ,--.... 16 29' SPACE I I l..----1 I 21 O' ,. I I s~ r@> I SFR ' 10 I I ·,,..,._,,_,, I L ________ J 7tl' L~- .. L ">•''' ,, 1 L· 2 n 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 g GRAPHIC SCALE 100 0 5-0 100 ,oo 400 1: @ <?-n \ 3 4 6 8 I \~ @v HJ ' 5 7 @ s -re ~ ~ i Fl ! , e 1---12 ~ , ~ SE.137JHST. ~ uj ~) I ffl 34 -----_!!! ~~ 13 ~ 35 ~ ---· ---·---~--,----·---'--·-· I 1H 33 a . 32 29 27 j1 14 ~ 30 36 28 " 1 15 C 0010 ~ I ftj -r-----1 I : SFR t L----i_ _ _J (§) 5 16 I I ~\ -rt-IBACT "G' 24 17 TRACT 'P JRACT ~ - STORM POND ) IBACT "IY SENSfTIVE >---AREA TRACT VI_,.,.....----I I/ ~ ~ ,--l.-1 I SFR I I I L ____ J I RI I(') 21 20 19 12 23 22 18 I 0120 r .., 593' I I I L r-..J SFR -i, ,------] I I l, SFR C---, L ____ _J r-----., @ I I I I I '----"L_J L _____ ...J [=] I I @ c§) I c§) @ I 3 2 4 0020 0030 0040 <~<S ~)).. --S.2~PL. /,; < (EXISTING) Cz~ -<14-$' ~a. q 11 10 0110 0100 9 0090 @ . i l __ ~1 5 l 0050 I {6 0060 I -\ I L I ---i" I I - 8 I 7 0080 0070 ' t I I l l I ' • \ I ' ' !-; ' I i ' -! ' I ; I I DALEY-MCiRROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 £XPlR£S, 4 APR 05 ENGINEERING -SURVEYING LAND PLANNING ( IN FEET ) 1 inch = 100 ft. ,. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3, 2003 REV. NO. DATE PROJ£CT ORAWII ut R VL DESCRJPnON LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERlY GROVE CONTIGUOUS SiTE PLAN APPROVED 1" = 1 oo· 11ATE 10 MAR 03 """""014 70PPGRCON suw _2=--- -01470 OF_J! __ LUA-oi-12.f "' I 0 ~ 5 GRAPHIC SCALE 30 60 120 240 I I l ___ ~I ( IN FEET ) 1 inch = 60 ft. DATUM: CITY OF RENTON -NAVD 1988 BENCHMARKS: CITY OF RENTON POINT No. 2103 BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH, LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 CITY OF RENTON POINT No. 2105 1 1/2" BRASS DISK WITH PUNCH MARK SET IN CONCRETE MONUMENT IN C!,SE AT THE CONSTRUCTED INTERSECTION OF SE 136th ST. AND 156th AVE. S.E. ELEV A Tl ON: 468.86-RENTON 468.84-MEASURED CONTOUR INTERVAL: 2 FEET LEGEND: 0 ~ * • ~ cu " • ):) 9 ..... q --< UJl 0 <- J::H ··-·· ' -- ~-----!J --· ---x----- HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WIRE FENCE --------BUILDING LINE (LOCATION APPROXIMATE) F"R EXISTING PAVEMENT SFR SINGLE FAMILY RESIDENTIAL PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-SE, W.M. NOTE= KING COUNTY, WASHINGTON 30' ,-----, I I L _____ _J ,---, ,--_J I I SFR I I I i--: ,--1_ __ 1 I SFR I I SFR I L ____ JL _____ J L ____ _J S.E. 136th ST. (EXISTING) FENCE ENCROACHMENT WILL BE RESOLVED TO THE SATISFACTION OF KING COUNTY D.D.E.S., L.U.S.D. OR ENCROACHMENT AREA WILL BE CONVEYED TO THE ADJOINING PROPERTY PRIOR TO THE RECORDING OF THE FINAL PLAT. THE EXCLUSION OF THE ENCROACHMENT AREA FROM THIS PLAT DOES NOT RESULT IN SUBSTANDARD LOTS OR IMPACT PROPOSED LOT DENSITY. ,,..----\ < \ \ SFR \ \ \ i V\ ,>1 \.---/ '· l ------ .---1 I L __ I I SFR I L _____ _ ' I r--, L-1 I/ -1 SFR I I I _/L----J / 1. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3, 2003 REV. NO. DATE: D£SCR!Pll0N APPROVfO STORM DRAINAGE DETENTION IS BEING PROVIDED FOR THE PLAT OF "LIBERTY GROVE" WITHIN THE PLAT OF "LIBERTY GROVE CONTIGUOUS. APPLICATIONS FOR BOTH PLATS ARE BEING MADE CON CURRENTLY AND BOTH PLATS ARE TO BE REVIEWED CONCURRENTLY. DALEY-MORROW-POBLETE, INC. LAKERIDGE DEVELOPMENT, INC. EXPIRES: 4 APR 05 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 ENGINEERING -SURVEYING LAND PLANNING P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE PLAN """',.,014 70PPGRCON SHEET-=3,c___ l,;;;;,...~ei~-t~~~~11no1M~AMR~o~3-JJ<i_.,-001<14~7~0:----1~ 3 Of/AWi/ w RVL 111 = 60' L.uA-o~-121 l .• . ~-, .. ' '. 197.5 LF · 12" CONC @ 2.28% 3o· I IE = 495.21 22.3 LF-12" CONC @ 2.42% IE = 491.79 104.5 LF / 12" CONC @ 2.16%"""'. ' / IE = .IL GRAIIE:l DRIVE I I I 7 ---·· --__. c-" I N 88'33'24' W 690.52' 5' C~AIN·UNK ,ENCE'• 57' 6 ,;---60' ,/ ----------·· -A'J-f _...r / /- -~ {J( 6 / 0 /· 6,146 s:f.± -·~\ . -· --/ _...--4 --49S----- 6,303 sJ.± ·--,)~H= ... -o 5 ~ .. / 6,303 s.f.± ____ ·--1\ \LY - .-. ,. ( / 60' 60' / IE = 488.74 ' I DATUM CITY OF RENTON -NAVD 1988 BENCHMARK BROKEN BRASS SURF.ACE DISC ON CONC ST. SUf,FACE, FLUSH. Cl rY OF RENTON BENCH lfo. 2103. LOCATED AT THE CONSTRUCTED INTER:3ECTION OF SE 128 th ST. AND 156 th A VE. SE. ELEVATION: 547.94 LEGEND= --·------- C) HEMLOCK • p 9 tj --< IID " ,-. --o-- --"-- --,-- ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD EX1ST11W WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STHEET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WIRE FENCE GRAPHIC SCALE 60 O 30 .. ~-;j 1.--• 60 120 , ( IN FEET ) 1 inch = 60 ft. CURVE TABLE CURVE RADIUS LENGTH Cl 50' 21' C2 50' 17' C3 25' 4' C4 25' 6' C5 220' 29' C6 50' 22' C7 50' 11' C8 70' 12' •I{)/---. . . IE = 496.24(4" CPEP) GRA ' CHAIN LINK FENCE ORI V 60' -.J . ·1' ... ·<D 6,894 s. f.± '·' -~ 2 STORY 41'.- / / IE -472.53 .l8.8 LF--12" CPEP @ 3.61%- IE = 467.94 IE = 463.92 21.4 LF-12' CONC @ .39% IE = 462.98 IE= 461.68--~ 18.7 LF-12'CONC---- @ 2.19% IE = 461.27-- 240 J IE = 495.69 -57.8 LF-12" CONC @ 4.07% ·IE = 493.64 RIM = 496.02 IE = 491 .62-S IE = 491.72-N IE = 491.72--E 8.5 LF-12" CPEP @ 24.14% --43.8 LF -12" CPEP @ 0.'11 % . o~tf ~L 6~SE SE 135th ST E = 491.89 8.7 LF-12" CPEP @ 10.00% RIM = 494.01 IE = 491.21-S IE = 491.31-N IE = 491.36-E 128.5 LF-12" CPEP @ :J.25% IE = 483.34 -33.9 LF-12" CONC @ 1.15% E = 482.95 RIM = 484.28 IE = 481.33-S IE = 481.53-E IE ~ 481.38-N RIM = 483.25 IE = 480.70-S IE = 480.80-N --457-------· ... , /"' RIM ~ 455.81 • / -·· mr,·,;; 454.36-S IE = 454.16-N TENTATIVE PLAT OF LIBERTY GROVE A PORTION OF 1 NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-ttE, W.tl/i. KING COUNTY, WASHINGTON ! i I LEGAL DESCRIPTION: i TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, REC0)RDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET AND EXCErJT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET A 1 ,s PER KING COUNTY ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE' ACRES TRACTS; I . I AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1, JANNETf'S RENTON BOULVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 1.7 OF PLATS, PAGE 80, LYING SOU fl/ERL Y OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNE1 1 THEREOF AND RUNNING WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF THEJ SOUTHWEST cor,NER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTEIRED JANUAf,Y 29, 1969 IN KING COUNTY SUPERIOR COURT CASE NO. 691199. ID ST :,, <( 14 ---JO SE 38TH PL SITE !NFORMATION: VICINITY MAP SCALE: t"=l/4'± ENGINEER/SURVEYOR DALEY-MORROW-POBLETE, INC, 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2206 EXPIRES: 4 APR 03 RIM = 475.24 IE = 472.59-S IE = 472.79 ·N 39.6 LF·-12" CMP @ 3.74% . RIM ~ 475.91 OWNER/DEVELOPER PARCEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV '·IE = 4-71.76-S(B" CMP) ·, \ IE.°l 46~21-5(12" CMP) IE " 471.11-N LAN[IE = 469.11 E(36" CMP) '-':'.'.._16.3 LF-12" CMP I @ 14.05% ,,,._.-"-' ~---RIM = 475.35 IE = 474.05-N _.,,,---122.5 LF-12" CMP @ 1.43% -IE = 467.62 LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX ( 425) 228-7232 145 750-0085, -0090 /366450-D141 12.37 ACRES ¢ 58 SINGLE FAMILY RESIDENTIAL/DETACHED RENTON K.C. WATER DISTRICT NO. 90 ISSAQUAH R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUtslTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION o----r-----i-----------·----···----·-+-----1 ·---t---~-·-----------------------f·-----1 REV. NO. OAT£ OESCf?iPTION APPROVED DALEl''-MORRO~/-POBLETE, INC. 726 AUBURN WAY i'I. AU8URN, WA. 98002 PHONE: (7cl5).3.'J3 ·2200 FAX: (253)333-2206 CU£Nr LAKERIDGE DEVELOPMENT P.O. BOX 14·6, RENTON, WA., 98057 PHONE No. (425)228-9750 It------~-----·r ---------· \ ...... l,AII~ Cl Jll' 0 incorporate,1] ;L ENGINEERING -SURVEYING LAND PLANNING PRa.lECI 0""'" 8Y RVL APPRO TENTATIVE PLAT OF LIBERTY GROVE SITE PLAN 1" --GO' OeAMNG 01470PP '""' 22 MAY 02 ---·--, JOB/ 014 70 S!IEF:7_1 __ 1 "'-~-._ ______________ -----------· -----,,-------~---------------------------------~------------------------------------------.~-------------------iliol~ .... -------.i-.----------- L.UA-o~ -121 . -· -~-' ·-~ ... ·~·-. -------------fflll 11,0 1111 iOR 1''"l IPUJIJ'OSE OF "8118'dJIO ... U)QA'hilO YOUli, ttMIPDri Mm 18 IPtPPAIWJ!l'!i§JI, to W D UJilSUlllll!lNTII '" K.C. 54 \30 0 tr) • • • S B8-"'12~..So/: KING. eotwr·r.·· At· .. ·•···· .. ··.··.--,·· ... · .. ··· .. ·· ·--t., . ',. ! ' _:· .. ,_ -:.. • ·, , __ •• .-, ·, .,_,, --;;;,_ :i°:-3,-,":-----------1 3 oa 1 -7 3 __ . · ·• ,:,,z3, 37 NE 14 23-5 1 1'.t!J:13 M.LJ:' IS F'Oll THE l'UHfOGI! OF M!SIS1'H!G TI'' LOCATING fOUR PROPERTY AND IS NO'!.' Gll.1\,;g,A,NT:1!;1:,J: T() SH':IW A()rrfru ':'ll! M!lAsufu\J0fi'ITs' /.j/o.~J'l 87-40f 11.w -----------I 306.74 5 (I) > • "' ~ • KCSP 878133 8002250639 LOT 2 -;i LOT I 14-,qlP %' /67 1----..;'ce.B7 _ @ I _ ,:,, 2.a . .s-a / 8 7 .&:s, -1-0"'11'". ::-. ,=:::.::1~:'....- ~--~ 0 ~ I ~ N z ~ iJ ") ' ' ~~ ' ~ '~ o/1 ;o, ' ;O,~aD qk 00!0 ' ~ ~CZ' • JO " I ,. =,, 75 ~ ~ ~ SE. 13 ' s. 6'8-0,9 11,j N 0 1,.---t, -5,o;: &~ ' ~ 7-I .,, ., I ,~o ~' ~ ,· ~ .. ~~ ~ I ~ ~ : )I. ~ ~ . ' /6 " . /S • 1 ' ~ 3 f--------- l)-w Ii' (/) " .,. I) 1i ry .. w > <! :r: 1- <.0 l() ' I , s 43G,. 5 7S" --------~,:.z_4 ·_18 __ _ 0 "' 7.20,3~ --~- I' .884 _;zg A="-=-------~-~--- ------~-------·-----· -,--------------.. --·----------- ; " ' I l r---- .J I~ L_ --~-~--~-------~-~·· ---~-------- \ o-& ~ 1,,\ :t~ ' ® ---"'" Zoo ~ r~-'i<-r~;.--1-10--:t~;-;,;;------.....:S::.:.~E::.. _ _:_l__:3:::;6 T 3~ ~.30 ere. 'It:. 7B ;.:.s92,<£9 $_9.3.37> I + • • w vi w > <( 192+'- • L99L3025 ~ 31650# 0003 w 401 68+/- 20000124001848 LOT A --------,0~:_0~'0_3:~;=~-- 2. 24 AC 0095 1.52 AC 66250# 0097 ' ' ' ~ ., (/) ,o .-Q-'l; z NI co-:; -~ w V1 0 ;z N (0 _, .>o j 0 ~ ' ~ ~ • 0 " ~ i._ .8 ,.srAsc+t:..Z,80 ceco ! S. E ·~1•. -·. I 44T H. ------------N 88-3 7-5':I VV -------'~"-"c.e,:.:·:.,,3~e,a.c.·!!.Qgo_;'"V!:l!.. __ ..:_,7 e ~ ,-,. I 3()_8.90 NE 2 3 -2 3-5 .s.:.,:.., ... .,e: . .,_.s,,,z•p SE SCALE ST. 14 I ,, - -23 X -.. , 5 * I.() w Vl (\ .-__ ('IJ ·1 -0 /x/Y, 0 (1') ---------------1-G~o~q-.9~~=----------1-·-nj'~ 4 -. < .ry.j.9/ > 0 I +o ~."' 29'7,0:ll ... -.. '"""'-.._ ST ; a,297. 5'). t-4f!J,5'3(SF) l-f::_8.S"4 r/t:JB.-z.a -z.4 'I'/ ' \ \ ! . ~-------- ! . t '· ,t- "' " 11 LOT~4 ~ ~"' -\ ~I/, ol~D !<)\I i ~~ 148.5,Z. l!Jri.. ~-3tJ-10W frln, I It g LOT 3 0 0 st (X) 0 LOT I 1 I 0 ZCl) uil ui :r: 1- ,;f" <.O .\,, I 2 -.3 -20'.kl L03P0015 fo)~~~,~~~ lfll MAY 1 9 2003 LLV K.C. D.D.E.S. .::ti!. J.)1tl -----....,_ LUA-ca-121 ·'· . -~ _..,. __ , __ ,,_.'--...-._L ® KING COUNTY DEPARTMENT of ASSESSMENTS - /6 5m1 sr UJ ,\C 0050 2.21 AC 0055 --------- 2.V AC ,,;' ,. KCSP 4iiiQ29 LOT 2 '\< A ' ' \ SE 14-23-05 The information included on this map has been com·piled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties,'-express or implied, as to accuracy, completeness, timeliness, or rights to qse,of such information. __ , ...... - King County shall not be liable for any general/special. indirect, incidental, or consequential damages including, l\utlnot limited to, lost revenues or lost profits resulting from the use dr misuse of the information contained on this map. Any sales of this map oi information on this map is prohibited excopt by written permission of King'C'ounty. LDT 1 29719 Sf 0270 I ~I < c;;J =, ;;I '-I KCSP 481066-81091 0503 1.82 216H Sf 9050 60587 SF t.a~ AC 9104 "' "' N W60 Sf 9037 17 .12 20.1S 26.86 6J.O a./6 80 UO AC 0028 10500 sr 9006 CONTROL MAJOR CONTROL MINOR RIGHT OF WAY PLAT 0141 .~. TR 0 SEIISIIIV[ ARE~ J7.Jf _I.MS_ IUI 38.32 . ' ' ' llECR[AllOH & ORAl~AG[ ''" '" 50 .<::,::;: ,,,~ m1J 0020 52206' Cl'-1 N86-07-J!W 5,,ll~.1~8.__ __ TR E 'l' 2:7145# lW Nf -, ' ' 1 '0, --,;,; N ·- 100 80}15 SF 1.8{ /IC 9'J1 21780 Sf 0097 "' 26400 Sf 9029 lO JO 1------..,,~,,,..-~~-.. -·-""y· ·----·······--..4"~'··--· ...... -~~~-A•i-'-·~-L---··············· ·,;.,,l.1202....-,._,,.,. r-----------.zjJI""' 8.56 AC 142: 05 1.01 AC 9048 1.B ~C 0041 16000 Sf 0060 ' ' Jf6H SF ' 17647 Sf ..... ----~"l..' ·---9056 I ·-.. ----~ -,-.1.-·,--'~'i'---,....JL---------.J 142305 (110 +r-1 100 -----no KCSP 475P42 7508250475 c TR.,Q\s TRJ'\s . ''¥' "' ~ 21~66 Sf moo sr lO SHORT PLAT PARCEL ORIGINAL PARCEL EASEMENT '!, 0170 S 66-55-H. E "' " .. I 0190 " SURVEY/LEGAL HYDRO CITY BOUNDARY Parcel Boundary Platted Major Boundary 0200 0220 52-4J [ 14 0290 I " \ 13 0280 12 0270 1H 11 .. " 0260 21691 sr 0240 H.99 ---------------:Sc8c,8~-5~S~-1~2~E~---- " ---·----------- ; N + KC 54 0 100 Scale 1:1200 (1" -100') FEET April 20, 2006 p ' 8 I lO 0040 <~9).Jl> -~~" ~S9Z •. ' L,= -IJ06.1l '~ IJ ·~ ·-S.E. 136TH. ST. S.E. 13.,STH.E_ _____ ---------------·----~--·----~---__:_ lO . I ' "' ui w ~ I ' l-o <D - I I ' ' ~ 'I;, . I 192t/- KCBLA L!9ll025 S16lOI 0096 <59J.50> 594.59 <59J.6J> m.6~ h 20000124001848 . 4~1.Ht/- J.U AC 0085 UO AC 0090 U4 AC 0095 3 ~-~ 1.52 Af -------6625U ! 20' R~ & UillTsmi ------fXM7 -'.,.r------·~·-"~1• 1------L------;::r;,----l'l"W'~'a'l.l·;..,---------:.:.:--J ~ 59~.77 •. ,.,'~ <~9J.76> :) 145750 ~1 ' ' a:; "tCEDAR PARK I 0 1/01-15/91 2.25 AC 0101 ..----=. 2.25 AC 60! ( " "'·" 0100 lr---------------------1rf-":'!-,"~--'~'ig,j.ai, ___________ :: __ J fl IV' I rm. ' 5 : '" 15000 Sf g O'IJ5 U6 AC 000 I I' ! Ii -I :t,,_ o.o, ! ~ I ~ ~ ii': '" 12329 SF "" 001) 64.6) (f 12394Sf"" i I 0120 ~.Ol ·-~·· .• ~1l~-"--,~ FIVE d I I,: 4 ! f; H Ii " I I, I Ii ! I 1, '' ' f I i ! "' 12459 Sf' 0020 ln81 SF 000 -:·" 9." ,,n""• - '" 15000 sr ow, 74778 Sf t.72 AC ow, ' . ' <593. /) 0 0 <59J. /)) ~=t'l.f• t-..--~-.-.,.,,.._=n-= IJ as-OJ-H 'II 12459 Sf 0030 62U7 {P) 0040 <593.S J> (511.77> s9a.n .,,, "' ~: ~ " ' -0 ACRE TRACTS ".?"'" I • i\ ' <594.05) 6Q2.SS 'I WH SF U6 AC Ut AC 005 U! AC Ol40 4.19 AC 0!45 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' i l ~: ll' ,,, I ~: ' ~\ ~ !1 : .... l i g; l i : i Ji t ~1 I ,-.Jl : -;ij : :=ir l'r I' 'j I "'I (/J W, >' <( :i' :;; ~- I ·"'' ,._s;;.-. 9023 i 903() 13200 Sf ij moo SF 21120 Sf r-----------------------~'-~"J\n-~;,.1,,,-----------------J .. ----'~'"~'L/-,S.!t~:; __ L ___ JJ•~·~9120=~-Lm~~9tl3: __ Ll __ ~oos~:2 __ L ____ ~-~007:8~ --)00, )90 _.,___ 160 1,. na '"""""' ---• .._ __ -. ...._,,-_~ -~----.-c , • ---• ~-•C -----"-~-~ '=-,--~-'-""''..~_ .... _ ,0 •. -,....,. . ,=--,,,,.,.._, '-----;,-~ ·--· '"'- <5HJ~> ---~O l~ , .• ' J 0078 ,,., •·· .l..,,; ,~ ~, ' - ---·. 2.lt2 AC 9013 1!>000 Sf 0060 ·" 102i.09 (P.) "' " S 68-28-19 isooo sr 0050 .;;JUJ, "'·'" 1248.40 (P) 15001 SF z 0040 , .... '"'·" IH45 Sf "' 0030 1.46 H 0091 24m Sf 0032 ' '·" ,, J 11 g 7 , , 12000 016 Sf , 7; ,.~. ,_ ,,, fff."'-),0" 6 -- 10005 Sf 0070 _,,. < " 8 9 6.99 I ~ um SF ~ l 0090 . "" • I II I~~ -7 i' , I ! I '' I , ,Ha-ro , ~ •11 I 1 11 "l I H2IOSF li . ! 0154 0159 ) l _____ . _________________ ) ·-----__ l{B.54 rsp~---·~.·.! j Ha.515 "' -lffi~sfl 291. J /, d, ,.!-{ I li ~01% SF I~ ill ' 200 ' ' ' ' ' a,c\ ~/~ ~i'ffi OC06 i: ~ . ,: 96.0 I ' ' : ' r---·----- u aa-n E 105.00 • 1 C 16666 SF 0320 80.00 22.l nn9 SF ..... 000 _, ,,~s. ~ ~ IZJ3J ~ L0}:2 ,..,.,s, '\,"9605 sr S.E. 143RD PL. ~ <i/rr--'" ' " IIS.19 SB8-J8-07£ 1' HO HI '-~ --. ~~ ~ ", ;~ ~ ' " JO ----l---,,.,.,,;_1ii,-----,T------------------...!''_a_asa-J1-51 w i1~-}<, Lf[S, •· « H I 24 ltl_OI "' S85-J!-07E 138.19 n.20 ' .21 AC 71 70 70 .27 AC .?1 AC .27 ,,., 0120 ~ HS-29-16 jj 12H9 70 .l2 AC 9156 ' _____ J as-Ja-oo HS.Bl .li& t/· • '78 S,E. 144TH. ST. rn.42 1Joa.90 lJ08.d4 !05,59 JO ',, \ . 125.90 N88-,lB-07W "· --,-,-1.fa ·----·-------------.£CQ.lll0UNTY ROAO NO 155 EST Df8£C/. ~Y. I CJJU.U,C ~'.iii==·~-,, 100 0190 ~ . ~ <;'"' N •> ~~ 110 \15 " I! '1' I J1 . ' 280.0;< '" 196001 -H~fj_[ __ 163-00 '" JO 0010 • 19600# li 111.H :)''"ATE 0°-56'~51" LEFT TO ERJDIAN SHOWN ON PLAT OF SRRYHURST, VOL. 66, PG. 74 30' , 30' ~ "'!" .. ,-: U) . :c ~ I (0 pf) w en i r"' ! "' ! ft} :t() : "' I ! ' 3: -n ·oo ,, • ,._ <I) z ~- R~c /' .~,¥~!' Si . w .. ·. u '[~·Q.3-. - k. ·>. . ~ .?003, L O 3 po o o 5 l11ND1l)~ C'oi/tvr ' ,······ (s:c-R· y ------------------------------------.-....... -----··· .... ,--.... · ... L'.. 'Viers I , I LIBERTY LANE A REPLAT OF LOT2, BLOCK 4, CEDAR PARK FIVE ACRE TRACTS, VOL.15, PAGE 91 SEC. 14. TWP. 23N, R.5 E. W. M. KING COUNTY. '.'t/ASHINGTON Liberty High School ' 0 0 (fl (C -,.. . ,.., gi ,.., N "'I <D 00 I I I I I ~ "1' , I <') 0 . 0 01 :D o: :D a,· ;.:: co ·, . ' . ' I 1 t 0 0 Q'.) ,._ I 1 '.JRAINAGE 6 R~ 25' L~ 19_?.a' •• 6= 44•24'55" N 0°!7'2C"W i40.0!!:' 5 139.99 139.99 !39.99' ·o 0 c,j Cl i-EASEMENT C! O! i ; i 8' ai, C01 ' 0 0 ~ 2 139 99 25' R ;4S1 L= 2H.14. c.= 268."49'~ ,: • I I I I ') t'.. i I I 23' 0 I C [ 0 "' 0 0 .., <D 7 8 138.61' 11 r-i 0°~'26" E i~.74 12 ,0 0 ,d N ,0 <iD N ----, . ::lRAINAGE 10 EASEMENT L= 38.60' R = 25 ' ! I . .., .... ._., R=25° j ' Jo, "--e:e•21'22" L= 39 .s 4 ' 1 , \;I '-" I :91°32°31!:f' ____ .;1;,,;,. _ _:.:l!,;;~.;.;·6:.;:6;..' ___ ;.;;.,.,,,ir; -4~4· I ~·~.,. ... -.. -;._ __ l:.:,;13;;_:2:.:,l ___ ..;.,jl~\ ~ ----_______ -- c1 g, C I O j 328 90 16 •.oc,'"' : -16"94' 1 0 A ., , ., N ::J C ~ 3. 3-{' t -7 "' -------32S_9_4-~i:~-----/..,..,._---;-:)~2 ;...:3=.3€-.a.,;;.,r~---H894 ----------'-'-"- -Q 182 NO. AVE.S.E. ~:_ 1· -------' r ---- Liberty Grove Contiguous LEGEND + EXIS• CONC MON W /Ci:..SE • CONC MON W/CASE. TO BE SET • SEl" i/2" REBAR Wi CAP -t'785Z ~ CONC. MON. NOT CASED OONESHVAR 8 ASSOC. INC. 2 OF 2 LUA-08-12. r :SCRIPTION LIBERTY LANE A REPLAT OF LOT 2, BLOCK 4, CEDAR PARK FIVE ACRE TR4CTS1 VOL.15 ,PAGE 91 SECTION 14, TWP. 23 N 1 R 5 E., W.M. KING COUNTY , WASHINGTON RECORDING CERTlFJCATE 791/ZOOSO Z F1 led for record at the request of the King Countr Council ,.hi;; .. ZQ.T.~. -. day c:· ..... N()N'. ......... 1979 ... at ./6 .. :uinu,e,; past .. 9.,_ .A. "M .. and recorded in n>lume .. /.1.3. .. of P1ar.s. pages .... ZO. 7"ZL ..... n-;cortis of King County. Washington. DEPARTMENT Of RECORDS A~TJ ELECTIONS splat of Liberty Lane is a replat uf Lot 2. Block 4. in the pl~L af IAR PARK Fl Vt ACRE TRACTS as recorded in volume 15 of Plats. pa.gt, 91 . :ordi, a f King County. Washington. ..... G l,} ~ T .. G .... I;~-!!~~ .......... .. .. J. A.M. E.S. S .. W .£ E.K.$ ....... ~ Superintendent of Records at~ :ETHER WITH H-AT ?')Ii.TIO!\ (~ VASA TED If-'-,, PV'c.. $.::.. Af\iCININC: ON "r"Hc. lA'.:T, lCH WOULD ATTACH SY OP~.RA"TIO" CF LAW ~PTROLLERS CERTIFlCATE rebf certify_· t.hat a~l property taxes are pa ld. that t· 1 OP,e are no nquent. specia assessments certified to this office for coliection thft.S!i special assessments cPrtified to this nffi~e for collection ~ <>I tb•' prnperty herPi.n con::i.Ined. dedic:ated aE streets, ,,.;Jey;.; <Jr otl'lr-r p,ib~_,r• use, a re pa 1 d in fll; 1. · .l.'f1~ .. f*.Y oi. . .t'P.~ B~R .. i97 .1 ... CEdF~n ~ ~.1:-,i tvt! .. "" •.. f.1t.~~~~ :.s. . . . . . k,t A~ i . 1:: ~ ':"}~ .... ·.~. :-. :-:-........ . Deputy Kirig Coun,;y Com;itr-ollcr ROVALS JJEPARTM:ENT OF PLANNING AND COMMUNITY DEVELOPl!.ENT . . . . ,t,. J'"",, . ,;: < --~ Examined and appl'nv,:>, .. tni~· .•.... day of , ....•.. ·. ,-.. , ..... 197 ., ... ""' . ' > .. : / ,t_ : . ~-;\ ..... ;-·--.-~~--t··. !'t •• :1 •• ,·-•••••• t~ ~ .............. . Manager. Division of Bui !ding and. Land Developmenl .. . ..... ~ ~ , I t , . UNC I 1. _ <· , ' '· P!"~tthu; /.~,e:.. dajl·.,. -~;"l •47.· ; µ, 9" C . h. a. 1: . /~~nNt..rii,,it""",:,_l .• :/!~:lf/~_-: .... ,· r . ;,~. /?,;, ·. ?£~~-.... r4:.. Council A:,est. C ! erk. Kl ng Cuunty ...: ., OEPARTMEN1' OF P~BLIC WORKS E~ a.nd;prozci t.hls . ~~. day uf r~-~~r-~-:-:. ~~-: .... !<1r1q Coun/9' ~ Enfli~r ... ·~1:tr-*!~'": ..... , 197i .... DEPARTMEJ',"I' OF ASSESSMENTS Examined and approved thiR.!.~.day . . . !l.'4r.~f. .. II . fk. ft!~ ..... of .r:4'!~1:1.'?.«.c.. -. l.97. 7 .. .. 0 ... ~ ............ . King County Assessor Deputy. King County Assessor R ESTRICTJONS EASEMENT PROVISIONS An easemellt is hereby rel:lerved for and gran(.ed to PUGET SOUND POWER & LIGHT C."OMP~'iY' PACIFIC NORTHWEST BELL. and KING COUNTY lA TER DISTRICT NO. 90, and r heir respect i ve successors and ass lgns. under and upon the exterior 7 fAet, parallel with and adjoining the street frontage of all lotR in whic:h to install. lay. construct. renew, op€rate and mainLEiin undrrground conduits. l'ables, pip€s, and wireR with necessary t'ac.i lit ies and othe :-equi.pm~rnt tor the purpose of serving this ~ubdi vi sL>n and other proper( y wl th e lec,ric, telephone and water service, l.ogetht,r ,,,i th the right to e,r:,t-.er upon the iots at all times for the curposes stated. Also, all luts shall be subJect to an easement 2.5 !ee: in width, parallel witb and adjacent ~o all i~terior !ot lines, 5 feet in width, parallel with and adjace:lt to al 1 rr,a r lot lines, and 10 !'ePt i c; wi d !.h, para i I el with and atl.jat:ent to al~ front 1o; lines for purposes C)f uti litiL-=-S and drainaJ<e. j f f~i(gtt)-7.;:;;;;;~ ~'i'.: r -~,;.-. , 1?%Z-!:'1il:1hii"i"''tSJ~1T;;{ffea",~::C:o''Yi1r'ef'':i}'t"~"'tfi?1-1~=?rned 'as 't~]W.s: . . . .. . .. ,. ' ... -·'-·-~· ~,--·~ ... , ..... ~ ._., . .L.~·.<c1,;~-~1,,~-~.:!JE,_:;,./.!o\~Lli-li·UE.t:..:;~'~-i~,.{~~~J_-:i,ff•ik~$ifµtm.;·~. -Beginning at. 1.hl:' Southeast corner of lot 6, thenc:<2 I\ 64'',2 · :.u··I{ 88.78 fT.., thence S 88°03'46"E. 80.2! ft .. thence S 0°2: "50"'W, 35.96 feet to true point of beginnirig. LANO SURVEYOR'S CERTIFICATE J hereby certify tha.t t.his p1at of u•ERT'r LANE is based ;:an an actual survr,,y and ~~bdi~-i~i~~-;:t·~-~~;~~,~~·~i·s~~~i~;· ,i.;, Township .~~., Range .. 5.f:, .. ,. W.Y. that. t.he courses and distances are ___ ,,;:h,;,,,n.-corr.ect.ly thereon: that the monumen-:s will be set and the lot co_rners ~\tak,·d c.orrect1y on t.he ,:rvund. and that I have fullv complied with the proVi8ions of the platting requlationE. ACKNOWLEDGMENT i:'rote.;;sional Land Sun·E,yor· Certl ficate Nu . .,7.15 .Z. No lot, or portion of a lot, in this plat sha11 bf:' divided and sold, or resold. or ownership changed, or :ransferred. whereby the ownership of any portion of this p1at shall be less than the area requil'ed "for the use district in which located. or 12,000 square feet, whichever is greater. STATE OF WASHINGTON) S~- C.OL'NTY OF K1"1G No fence or "'alls sbail be constructed closer than 30 feet frorr, tbe front property line along S.E. 1~7th Place ALL LOTS WJLL REQUIRE WINTER PERCOLATION TESTS DEDICATION KNOW ALL KEN BY THESE PRESENTS that WC' the undersigned. owners i D fee simple of the land hereby platted, nereby declare thi~ plat and dedicate to the use of the public forever all streets and avenues shown thereon and the use thereof for public purposes not inconsistent with tbe use t hereo r for pub 1 i c highway purposes, al so tht> l"l gb L to make a 11 necessary slopes fnr cuts and fills upon thR lot5 and blocks shown on this plat in t.hP. original reasonable gradj_ ng of the streets a.nd a venues shown then:- on. IN 1fI':':-iESS '!'HEREOF we have set our hands and seals. PUGET SOU~D z..•,v l ll.ONll.tN'l'AL GROUP, INC. Rasool Doneshvar, President F.I1ene Doneshvar, Secretary DONESHVAR 8 ASSOC. INC. This is to ::-erti fy that 011 this . //. .... day of .~ ..... 197 f .... before me. the undersigned. a !liotary Public. personally appeared Rasool Doneshvar, and F. llene Doneshvar. President and Secretary. respectively. u r Puget Sound t:nv ironmental Group. Inc. , a Washington corporation. to me known to be the individuals who exe~uted the within dedication and acknowledged to me that they signed and sealed the same as their volun- tary act and deed for the uses and purpose~ tbPrefn mentioned. and on oath stated that they were authorized to execute said instrument and that th'" seal affixed is the corporate seal of said corporation. WITNESS my hand and official seal the day and year f::.rst abuve 1u1 t ten. ...... ~4. .. ~ .......... . Notarv Public in and fn, tiw Sta.i:." of Wai;h1 ~11:ton !\ -H-1. Residio?: at .~. . ......... . _$, l...S. 0 C ICF LJJA-08-(2..f ~--v:·~-, .. '~ -~ I I [ l I \ ._.;, ... ;-·_·_ '. ,' ~ , , 3 ~ ' ' . ' ,. . . ~ .. . v ftJ r. _, LOT! .... ' .. . ' . '· " ri • ''I .. - -· •'' ,".;.• _,;.;IJ-'8"'7 • 2-l. _·.::.!i.::Z..:l<i_:._ _ _:2:.:•::•.:.· ':::'!I~ _ :2 ~ " KCSP 383015 8308170817 ~ LOT 2. . ... . w. • I VI " " • ' '11 • -· ~ ' . -· ,.-··-. ·',·' .. ·. ·\,.:. ' ~ . . . -. ··-., ' . '' .:-··, "; -' ~· ~ . ~ :,,.· ~ •'"i· ,: ' ' ·.I· y "· ' -.. ~ ·, ,, .. · / -.-, . . . . ' SE I I S. E. 128TH. -• ,.,.;;-;.s1s:; ,--~· '•ld'L~. ;"I#/;-:-,·,,----, --.. :;:li,733_.; C ----r----.,1 /P :, "7 '"\.s-.., .3 3<> I I a I ,. ~~ .; ' ... .~ ... ..; ·y .. .. . - .,.,b • ~<1(.2,. ,57 ~ ,&') I \ ' . 'I~ "l" '!I· .. • 0' I !' 1,1 \. o,i I I V o• o" ·--------·----·-r· .. ---, I ., .., - /\ ., ' I I I I I I I . -~-. ---~--\-- 290..II o'/J •' \ . .,, I ' o• -.J J' 0 ,,,, -.:s I ., • .., • ii: 'i " .. 1-e~9/ ) • " Po .. '1 ' . .. :i" a ., . .. ....~ ~ -.. , -< 1zl" i: Ir· 11 l<qDi rt1!,,-° o" ' . 5- • } • w > <( . ... C> I\ " . . "' . 'I" "I ..... :t ' 1- Q ~ . ,, ., ., -~ --"---7-11---l-----_.., flC· J,o7 t .. ~ 0, ,,:: 0 1'l " / . ,o ,• , ·I . ..':-. K.C. I 13 .. .. A141.;.1.~s w ' ~C'i/i' NSZ-e.e· (4 !1( S.E. ' w w ,> I <{ "' V ' • ,:i --..• __.,....,.--, - < SS/,44> . ~ I 587.9 I \ ----~--' \I~ . •.e I"' 1-'" 0 84", ' I .... Q '° I - ... . .. :l: .. ~: 1-- 0 - • • m ' 7 . z LOT A 127 34 ':iB -4 -36E (0 -µ..-----· ---- - < SIJS,~3)' S~2. £ (6f') 290 ,, __ tfl.. .. l 1 111 • ., " • ' • "' 220 LOT 3 ,2;,Z::;O __ _ ,______ - " " KC 7612010798 ! 571,0::!, inz.t;.(srJ KCSP 577011 7711160735 LOT I b ~ ~ 1'i KCSP 4-088029 1~ 90!0090734 lei.: ~ Jot:.a I! .M::1. ~~ \ • • .. ' 2.,:z.. ,o I ,l ~<t, ,o ' ~ 01,e' \ e.~1~ ~1~o 1 30 ,'.J.V~ V (~ Jb .;Id '<;::·--;,-,...::::-;,,/"'c'";0 '-''="--·-··--L---~/:,:f>Dn!,•,'"-·t . .c,~ •. __ ---'----'-'16:::,1,7:..•c:Y·c_~---""--,·:Y t,, _o , ..,_ _ _; __ .,. :._. __ ...;_..t --..i.::::..;...-,illc. ____ ...,. :.._ _____ ..(. LJ_:~"~~~,, ._..."' ----~:::_ ______ _,< ... &..,£,c""'".::.:"N~.A'"'l'.::.~ ... L:..---,-3_0 _7 ; --'~"'. c.E_. __ ---,_1 _.3~-6~T..:..::H. __ s_i:_. __ -_____ -_ N 87.:-40-fl W . : ,,' .,,-_··SE ·14-23-5 ;; ";~ \ ·' . .' '' . ' , ... ·1.· ,. e--s -i!eE ...... _....._ MAP REVISED _ e-z:e-2:x:io 52 NE 14 tnzr • 23 -C _, J ,.:. ~* [lrtjJ --"" ~~ if) w 0 0 " 131ST. LOT B ~ -3.05 AC 6: 1 J271l7• ai;i 0065 ;; ' ,,o " •• ST _.,, •• ,.,.s 72 . .!I o., -~30 - LOT C '~-.. ' r, ,; N) -··---~- 6 37650f ' . : " . :;; w ' :a (/} - $. 84'-S.S"-'9-2 F.-~.S.!f. Z.Y' P. ---~------- i SCALE \ 30 3a 100' ,. • 0 ,/,//, 10 , ..r •• "'" " ~ Bo .. . ol•0 • 16 I \ I \ -)85- •' BO • • • o\A-O ~ 14 w (/} \ - ' ; ~ .,.~ ~ " "' ," .. \" ~ .. "' -,.. . -.. 7.).ff' "' .. 13 ~ " I.[) - :r: 1- q • .. <.O ,.; : -.. "l " !.!bil (f=l"c; ' li ' < .sy.J,17> · \ ··s=--. E=-. ---,f--1:-3-:-cs-=T:::-:H..,..----'•-"'-s-~;:..c;c...: ""'''---------------.....1 3 P I 3 0 6. 74 ··---1-------~---~ , . WA-o~-121 ,;fi<.;;-g1'; t:.._""J.,,,)} I I ·. ';: ;~, ,; ,. I ii t ; I 'j I ' ' ,. . 1;1' r ,j ',i l. 'l r, :.1 ,., :j '! ' ' I ' n ~ 197.5 LF~I -,,. ...,,12" CONC . , g 2.28% 30 .... ,, I IE = 495.21 ~' '' GHA\/El Oftl\'1:: IE = 492.33-- 22.3 LF-12" CONC @ 2.42% IE = 491.79 104.5 LF 12" CONC @ 2.16% IE= ~, .. ' ., .... ..... '., / ~,·.' ' ' I / I I / 13 / i!: 6,91)/,;.f.± ',, ,/ ,.C IE ="488.74 4 'ah'·' ~~· -J ,_; '. ., N ".,..,.,.2 ' W "'""' 590,52' 5' CHAIN""tlNK FENCi> 57' 60' ./ ---4 6,303 ~J,± ..• / · .. I .....-b7. --~60~'....:~'&:cl·'-L-4•~0,:-' _-41__;6~"0[!' ,..: _J ', i 80' ----r .. ·---- . ! ·sf<OKEN BRASS SURFACE DISC ON CONC sr .. "" SURFACE, FLUSH. CITY OF RENTON ElENCH 1tfo. 2103. LOCATED AT THE CONSTF<UCTED INT[fiSECTION OF SE 128th ST. AND 156 th AVE. SE. ELEVATION: '54'7.94 LEGEND: -------· HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTIONWOOD ' .. ' GRAPHIC SCALE · ···1')7----· ---..... · -· IE = 496.24( 4" CPE:R) . GRA ' CHAIN LINK FENCE ORI -rrrrrrrJ'--r. 2 sroRY w ,_ V, "" C, g 'I "' 2 SfOHY 21 IE = 4/2.53- ,' ' IE = 469.66-. 3B.8 LF-12" CPEP O 3.61%- IE ~ IE = 46J.' 21.4 LF-12' CC. @ IE = 4l IE = 18.7 LF-1 ' IE C • • I ~--~ m l' • EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX 60 O 30 60 1W 24' )) q --< ll1l E- .--·-- --,-- --x-- EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN , EXISTING BOLLARD UTILITY POLE ANCHOR S1REET UGH T CHAIN LINK FENCE WOOD FENCE BARB. WIRE FENCE i' . ' ,. 1.-------1 ~; , ... ' ' . ·, I 1 __ 1 _rz_· ____ 111r ( IN FEET) ' I inch = 60 ft. CURVE TABLE CURVE RADIUS LENGTH Cl so· 21' C2 50' 17' C3 25' 4' C4 25' 6' C5 220· 29' C6 so· 22' Cl 50' 11' cs 70' 12· :•:•: (_,j m "' IE = 495.69 57.8 LF-12" CONC O 4.07% IE = 493.64 RIM = 496.02 IE = 491.62-S IE = 491. 72-N IE = 491.72-E 8.7 LF-12" CPEP @ 10.00% RIM = 494.01 IE = 491.21-S IE = 491.31-N IE = 491.36-E >< --RIM = 488. 55 IE = 485. 55-S IE = 465.65-N 128.5 LF-12" CPEP II> J.25% -1E = 483.34 33.9 LF-12" CONC Ii 1.15% IE = 482.95 f<IM = 484.28 IE --481 .33-S IE = 481.53-E IE = 481.38-N HIM = 483.25 IE = 480. 70-S IE = 480.80-N , s.f.± ~ _,. -· 'l,_i -------------------------.,,~·-----------.....;--........... ------------------ TENTATIVE PLAT OF LIBERTY GROVE A PORTION OF -.,.,,,., ' <~.-,'f;,-;~:>C;-•----=~ ~.Y=-=~· ' NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R~5E, W.M. lbs ~. 'tt'1iilt i · ~D ST > KING COUNTY, WASHINGTON < SE 132ND SE .132ND ST ,:: -LEGAL DESCRIPTION: TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO lflE PLAT THEREOF, REUlRDED IN VOLUME 15 OF. PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACfffS TRACTS; AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6; BLOCK 1, JANNE IT'S RENTON BOULVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING SOUIHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORN:J< THEREOF ANO RUNNING WESTEF<LY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF Tl le SOUTHWEST CORNER THEfsEOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, 1969 IN KING COUNTY SUPERIOI~ COURT CASE NO. 691199. i1JST ' SE 38TH PL SITE INFORMATION: PL g N M rl VICINITY MAP SCALE: 1"=1/4'f. ENGINEER/SURVEYOR DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2206 . ' RIM = 475.24 IE = 472.59-S IE = 472.79-N 39.6 LF-12" CMP @ 3.74% RIM s. 475.91 OWNER/DEVELOPER PARCEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE .DISTRICT NATURAL GAS CABLE TV 'IE = 471.76-S(8" CMP) 1r-s, 46\!'121-S(12" CMP) \ IE cs1 471.11-N LAN[IE ~ 469.11 E(36" CMP) 'l'.i;~~,___.~/-16.3 LF-12" CMP @ 14.05% ,)!:...._,__-<---RIM = 475.35 / IE = 474.05-N 122.5 LF-12" CMP @ 1.43% / IE = 467.62 / LAKERIDGE DEVELOPMENT, P.O. BOX 146 RENTON, WA 98057 (425) 228-9750 FAX (425) 228-7232 INC. 145750-0085,-0090/366450-01 ',1 12.37 ACRES ¢ 58 SINGLE FAMILY RESIDENTJ;\!_/DETACHED RENTON ISSAQUAH R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION ' l. t ' ' r I I i I ~ I ~ ! I I (§ K.C. D.D.E.S. & 4..,\ ~ 11----1------1-----'-rlV-=-"-rJ..-=-"o '" ' i I I ii I ~ ---l------1---------------i-·---·-i: REV. NO. DA1F DESCR!PnoN I APPf(OVf..D f; · .-----------------!'l-!------·--------·~!tll!!L"'.!'f.l>!~'t'.imll.16~', DALE (-MORROW-POBLETE, INC. CUENT LAKEAIDGE DEVELOPMFNT ~ :iiuARu:u~~-~~601· P.O. BOX 146, RENTON, WA., 98057 ( PHONE: (,'.:~:3)333-2200 FAX: (253)333-2205 PHONE No. (425)2'.?.8-9750 ~ ~-----11--~-------------, TENTATIVE PLAT OF LIBERTY GRovr- ,,,.,,,: SITE PLAN ., i: C t;:_J r 11 f],,_? ENQlNEERING -SURVEYING ~ LJ1 ,_.. LAND PLANNING lncorpo,a,,:;:;I :=-:.,,::"':~:R;v~L===~==:===1="====~G~o=· ==~~lf--"""="'N_o _:?..~4!_0_P_P __ ...,r """' _1 _____ · ---~-----~---""'---------..!'------APP ~--'"·rr-2;.2;..;M;...A_Y_o .. 2 ... -1 .. .JO .. •l .... ,..,,,,.;014 70 I o,. _1_ ___ _ ···-····--·-·----~~,---,··-LUA-oi-,~~~·--"'=····'~'"" Xilili.JQ#t i :xarmw.m .Bi!!! Jir#jN#i$£ £ .t.t).&tit @£ I i$$Z.J4£iitlJft'U$!1tl!· .; : ;;ttt .t1•~~r<lt"if"';"'""""""'"'"""· -----. ' '// 197.5 LF_/ 12" CONC 30, @ 2.28% . I , I I I IE -496.18(4" CPEP) .. --__ ,,,,,_ IE --496.24(4" CPSP) . L I ' IE = 495.21 . --N-88'33'24' w 590.52' ,;' CHAIN t1NK fENCE:·· IE = 492.33- 22.3 LF-12" CONC @ 2.42% IE = 491.79 ~ " p /// / 104.!J LF / 12" CONC @ 2.16% / )D4' / --·- 0 / 9 .. / (J) ·C.O .~ 6 276, '± .o · ~ ' s.,.-: / - / / / / / . 24 !10 ! 1· I ·'io 6,186 s.f.±/ I &0 _ ~- ·"' I n:iA(i;T 'E!'-· I ACCESS & IJTILI TY ' . 124, 1/70 s.f.#:. IE = 488.74 DATUM 48 ------.,,/ 7 6~ s f:':Jo --0 57' 6 .. • -----, .-",'0'..i' / ----·--49 60' / ------4 6,303 sJ,± 60' ~-, .. .. _-..:c -· " 60' GRA ' CHAIN LINK FENCE DRIV o 2-.. ~o u, -~.303 s. f.± U'I_ 60' " l ,•' ·,O ey,&J4 s.U / 21 19,259 s.f.± ~ ( \ ---· -----·-----~---.---- CITY OF RENTON -NAVO 1988 BENCHMARK BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 ... LEGEND= () HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD M EXISTING WATER VALVE • EXISTING WATER METER ITU 0 --,-- --,:]---.:: ---,-- EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB \\IRE FENCE 60 i 0 --- ... ·-----~-'--· GRAPHIC SCALE IE = 469.68 38.8 LF-12" CPEP @ 3.61% IE = 467.94 IE = 463.92 21.4 LF-12' CONC @ .39% IE = 462.98 IE= 461.68--• 18.7 LF--12'CONC--- @ 2.19% IE = 461.27 30 60 120 240 i t 1 ____ ,I ( IN FEET ) 1 inch = 60 rt. CURVE TABLE URVE RADIUS LENGTH Cl 50' 21' C2 50' 17' ll--C_3_-+-~2=-~·- C4 25' 4' 6' cs 220' 29' C6 50' 22· C7 50' 11' CB 70' 12' -IE = 495.69 57.8 LF-12" CONC @ •i,07% IE -493.64 RIM -496.02 IE -491 .62-S TENTATIVE PLAT OF LIBERTY GROVE A PORTION OF :r PAKK & f" ~ RIDE ~ rl ~ 128TH 15600 NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. IE -491. 72-N IE -491. 72-E 8.5 l.F-12" CPEP @ 24.24% w V, \ ST:;,-, ,, SE 131Sl __ SJ_'.: rnhlij V, <( 3.8 LF-12" CPEP @ 0.71% cfNo NAIL 1N SE 1351h E>'f idcONC IN CASE :c':~. _.----IE = 491.89 -8.7 LF-12" CPEP @ 10.00% IM = 494.01 IE = 491.21-S IE = 491.31-N IE -491.36-E RIM = 488.55 IE = 485.55-S IE = 485.65-N -128.5 LF-12" CPEP '1J• 3.25% -IE = 483.34 33.9 LF-12" CONC @ 1.15% E = 482.95 RIM = 484.28 IE = 481.33-S IE -481.53-E IE = 481.38-N KING COUNTY, WASHINGTON LEGAL DESCRIPTION: TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST :270 FEET AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRES TRACTS; AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1, JANNETT'S RENTON 80ULVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORN[R THEREOF AND RUNNING WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF THE SOUTHWEST CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, 1969 IN KING COUNTY SUPERIOR COURT CASE NO. 691199. .. ' ------- IE -491. 75 38.8 LF-12" CPEP @ 3.61% RIM = 492.83 IE -491.13-N IE -490.13-W ·, ---... •• __ 4d.6 LF-12" /"--._ CPEP @ 0.24% j ~IE = 491.02 ~D ST PL ~ ~ SE 132ND SE · 131ND ·sf-- ----> -~-~-· JO : SE 38TH PL i:': tO {' 1 'lnTtJ,, nl SITE INFORMATION: Pl. g -cC i= N "' - Oo "' 0 VICINITY MAP SCALE: 1''""1/4'± 1_SE 138TH Sl w V, ENGINEER/SURVEYOR DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2206 OWNER/DEVELOPER LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX ( 425) 228-7232 145750-0085, -0090 /36'.:,450-0141 ,--··-. -......___ N 8;58;00, W 200.08' 6~ N00'25'21'E . '29.01' . ,. i' I I I ! PARCEL No.'s ACREAGE 12.37 ACRES \ / --, .. /() . -2_4'' (07,609 s.f.:±.J!\" 0 /Z7;!?;, . ~~//. EXPIRES, 4 APR 03 --RIM -475.24 IE -472.59-S IE ~ 472.79-M \ \ 39.6 LF-12" ' CMP @ 3.74% . RIM ·~ 475.91 OPEN SPACE NUMBER OF LOTS PROPOSED USE SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV '·IE = 471.76-S(8" CMP) \ 1t·aa, 45,fl21-s(12" CMP) IE =,1 471.11-N LAN[IE ~ 469.11 E(36" CMP) ' ' · ·l ,--16.3 LF-12" CMP , @ 14.05% '·-"'--··-RIM -475.35 / IE -474.05-N 122.5 LF-12" CMP @ 1.43% --IE -467.62 REV. NO. ¢ 58 SINGLE fAMIL Y RESIDENTIAL/DETACHED RENTON K.C. WATER DISTRICT NO. 90 ISSAQUAH R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION OESCRIPnON ioJ@©@~Wl~I[)\ Lru JUN -1 2002 Ll:J K.C. 0.D,E.S. AO'tPOI I APPROVfD DALEY-MORROW-POBLETE, INC. cumr LAKERIDGE DEVELOPMENT 3..tiuARUN~u~~ 1~6o~· p o. BOX 146, RENTON, WA., 98057 PHONE: (203)333-2200 FAX: (253)333-2206 PHONE ~io. (4?5)228-9750 ----------------------~----·-~~---- '°' .... LAND PLANNING TENTAllVE PLAT OF LIBERTY GROVE SITE PLAN Cl ! ~ ENGINEERING -SURVEYING fncorporated]LJ • .,..,,,cc-WN=-B~Y-R_V_L--,-c,=-,-,--1-" = 6-o.-·-DRAWING 014-?0PP 1 •-==~?--+-,---~------J·-=:,----------j SHEFr __ _ "'rr: 22 MAY 02 J0 9I 01470 or_1 __ _ ------------------------------------------------------------------------------------,··----------....11.--,lji;i;L.lp.,,l,.-....;;,_,,.,,_,,.,,_,,.,.._ ____ ....i,,, __ _, LUf,-o~-121 i 197.5 LF ~ 12" CONC -I , @ 2.28% 3 o' IE = 495.21 22.3 LF-12" CONC @ 2.42% IE = 491.79 104.5 LF 12" CONC @ 2.IG% I I I I I --·-· 10,; / , _,/ 9 ,,..,,. . ,/ / jg._ 6)'78 s.f.±/ - /. / •. ~1 ~, ·' - ·s --7 . -6.l54 s. f.±- / .. N 88'33'2~' W 590.52' 5' CHAIN tlNK FEl'ICE> 57' 6 . ____ ·-··-___ --·· __ t,,'Jfr· --49 ..._. · -·\P 1i-::::;,- 60' / ,--,--4 6,303 sJ,":. IE = 496.18(4" CPEP) . '1''7 --IE-= 496.24(4" CPEe GRA ' CHAIN LINK FENCE DRIV ·-8 ___ --.::=;._ -~ --~~ 6;547 __ s.f.± -1. -·-/ 24 , ,. ··o -----a 6--_.U! 5 " 6,1'46 s;(± § 2 · ·--. 0 -6,303 s.f.± 1..1: 1Tf77=1i'l· ' 3 ' ;"3D~ '·S.',i; ,. / 1 9,894 s. f.± "' ··-10; .'° 6, /s!0 s. 1.±/ / "'a : '\ ,. / ,/ 6,303 ::d.± '° / ~· ,;T •cl· i9. ; , 1.ie\.C.' \'. / 60' "' .-, <'> , I(=\ G ' _.. 60' GARAGE ~--.. , .. _. >~ ··_' so· . · so·· ACCE S & UTILITY \."'J 0 o • . · 124, 1j70 s.f./r ?"'\ .-/,' \\\ );:j / _ \ 60' I ;r.-~~ . --. ··-'~-~ - 0 N .•,;,, / .. I I . '<:,9~1-"c-----_ S· 88'33, ·2,i;: E 397.98' ~gD· ' \ -· SE 1'>rn.?, - / 1 I , / -2 , <.:" (o.(11,1," I ~ -. . . 1Vv1nrL (PRpP/~SED)_ f~.) 0 "" . ril9 d; ef\ ·\ 'o .1 -1 '>· ,:-:c;· -6C~---,-T-----:611-----:T·-sn'7i'/~f---;:~-~;;-'"'i-';;;;;,,---'"~=----1,,:... ,11; , i~ 1/ ,:,-·:§J ,,.,,-,. I;,<.,.,;;,: ·1. 60' 60' 6o>t," 20' ------.. - / 6,7JO 1s.f./c!i ~1 <>c ,:: <• \> / ( 11 o,'."\ \ _.--~9/ 1 , •.. SO' lj,; ..-----79'... I I I ·\.151: '-!. I .' _, II \ ---------------.,.-_.,. ' fit ,104' / i / 66'-2,a ~-F/ I . ~ \. ~ -----_.4,i,9 ---• 7.., .o:;:-50 , 1.Llo 1/ / /(1,1 I c--J'J! 17 · _ _.I/ 1d ,' o.:;-/ , , ' \ 6,324 s.f.± ~ .--.,.. J .,._,C)' ' f' . '1_ . .,,.. ~ (-~e1~.~~g ~ _. _ _1 ~· ~d' / i / 13 / /. io 6,911 s.f.± / t-/ . -... /' 5' I IE = 488.74 DATUM CITY OF RENTON -NAVO 1988 BENCHMARK ·--~-------~---·---- BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH Mo. 2103. LOCATED AT THE CONSTRUCTED IN TEis SECTiON OF SE 128th ST AfJD 156th AVE. SE. ELEVATION: 547.94 LEGEND= M • HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD <D 0, ~ ~ · 0 .-, 0 ~--·, /18 ', (.11_ 6,303 s.t.:f\ ' 19 .. 6,303 s. f.cl; b .• "' 20 ~ 0 6,303 s. f. ± 0!. b---~60~·-\;-"?.),-'--"'"'' '-"0:,-' --1\_...:~c;..,c / iso· ----. - ·1-TRACT 'A' STORM ·oRAINAGE .. - 21,569 s.1.±·· GRAPHIC SCALE IE = 472.53 IE = 469.68 38.8 LF-12" CPEP @ 3.61% IE -463.92- 21.4 LF-12' CONC @ .J9% IE = 462.98- IE = 461.68 --"' 18.7 LF-12'CONC--- @ 2.19% ----- IE = 461.27---------------, EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE MAIL BOX 60 0 30 60 120 240 [Jl 0 <- --o~- --o-- --,-- EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WIRE FENCE ""I .;}•m;;;;.-;.m~i.;;;;;;,;;.ai • 1-.-cl ::::::::::::::::ii ( IN FEET ) I inch = 60 ft. CURVE TABLE URVE RADIUS LENGTH Cl so' 21' C2 50' 17" C3 25' 4' C4 25' 6' C5 220' 29' C6 50' 22' C7 50' 11' CB 70' 12' IE = 495.69 -57.8 LF-12" CONC @ 4.07% IE = 493.64 RIM = 496.02 IE = 491.62-S TENTATIVE PLAT OF LIBERTY GROVE A PORTION OF 128TH 15600 PAI<!< & ::z: RIDE t,; "' rl 0 0 t)!1 gJ IE = 491. 72-N IE = 491. 72-E 8.5 LF-12" CPEP @ 24.24% NE 1/ 4, SE 1/ 4 AND SW 1/ 4;. NE 1/ 4, SEC. 14, T-23N, R~.5E, W.M. w "' M I 30 8. 7 LF-12" CPEP @ rn. 00% RIM -494.01 IE = 491.21-S IE = 491.31-N IE = 491.36-E -128.5 LF-12" CPEP @ 3.25% IE = 483.34 33.9 LF-12" CONC @ 1.15% IE = 48?..95 RIM = 484.28 IE = 481.33-S IE = 481.53-E IE = 481.38-N -RIM = 483.25 IE ~ 480.70-S IE = 480.80-N ,_,.._.,37.4 LF-12" CPEP @ . ..),.±2% 8-E 136th ST :j:: -~·:::;.:~i\i_:·~YF!::~~1w:;:rur1:;~~!:~xt:f~~F~?:t~~~.. · ASPHALT DRIVE ---457. -· -· -, ,,--RIM = 455.81 -)' · -· \~i:,~--454.36.c..S IE = 454.16-N KING COUNTY, WASHINGTON LEGAL DESCRIPTION: I TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRES TRACTS, ACCORDING TO THE PLAT THEREOF, RECfORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. EXCEPT THE NORTH 100 FEET OF THE WEST '.170 FEET AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERING SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; 1 TOGETHER WITH LOT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRES TRACTS; AND TOGETHER WITH ALL OF LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1, JANNEifT'S RENTON BOULVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 80, LYING sou·1HERL Y OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORN~R THEREOF AND RUNNING WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 AT A POINT 4.8 FEET NORTH OF ll(E SOUTHWEST CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT EW\ERED JANUARY 29, 1969 IN KING COUNTY SUPERIOR COURT CASE NO. 691199. 46.6 LF --12" CPEP @ 0.24% 10 ST 36TH )0-- Ss. 38TH PL ~ ~ -l.O C-1-,r"ITU. nl ~ g w "' VICINITY MAP SCALE: 1"=1/4'± SITE INFORMATION: ENGINEER/SURVEYOR OWNER/DEVELOPER DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2206 LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX ( 425) 228-7232 -491.02 PARCEL No.'s ACREAGE 14 5750-0085, -0090 /366450-0141 -..... --- EXPIRES, 4 APR 03 \ RIM = 475.24 IE = 472.59-S IE = 472.79-N , -·J9.6 LF-12" ' CMP @ ,1-74% OPEN SPACE NUMBER OF LOTS PROPOSED USE SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV ,re-RIM ea 475.91 ,J 'IE = 4-71-76-S{B" CMP) .. , IE-,,,\ 46~21-S(i2" CMP) ,i I IE °' 471.11-N 1LANE:IE = 469.11 E(36" CMP) -"-~"-· .. 16.3 LF-12" CMP @ 14.05% -~~~-R\M -475.35 / IE = 474.05-N •. /-122.5 LF-12" CMP @ 1-43% IE' = 467.62 12,37 ACRES ¢ 58 SINGLE FAMILY RESIDENTIAL/DETACHED RENTON K.C. \VilTER DISTRICT NO. 90 ISSAQUAH R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION [gJ ~c~~~~~~[g) JUN -7 2002 K.C. D.D.E.S. ;a.. f --,---~-t-~-----~ ----------!----- ---1-----~-+---------·---~~------t--~---· REV. NO. DArE OE:SCR/PnoN .APPROVED DALEY-MORROW-POBLETE, INC. cumr LAKEAIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)226-9750 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (2:'•3)333-2200 FAX: (253)333-2206 ---·--·- ENGINEERING -SURVEYING LAND PLANNING DRA'm-1 BY RVL TENTATIVE PLAT OF . LIBERTY GROVE SITE PLAN = 1" = sc?----r,,...,NC 01470PP JC5/ SHW_I __ 1 ------·------------------,-------------------------------·--------------------------...... ------------------. <><1r 22 MAY 02 01470 "'---- LEGAL DESCRIPTION: TRACTS 1 AND 2, GLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, l'AGE 91, RECORDS OF KING COUNTY, NASHINGTON; EXCEPT THE NORTH 100 FEET OF THE Wl::ST 270 FEET OF Sf,ID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FECT OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION NO. 6846, RECOFWED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADJOINING PARCEL OWNERS (500' RADIU.,) 142305 9009 -David A Nyblom, 13606 158TH AVE SE ~~.N':ON WA 98059 142305 9019 -Marilynn E Carlson, 13616 156TH AVE SE 'RENTON WA 98059 142305 9022 -Robert Mair, 13606 156TH AVE SE RENTON NA 98059 14230.5 90•,2 -Don & Diane i<ezeie, 15657 SE 137TH PL ';-; NHJN WA 98059 142305 9043 -Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 142305 9058 -Mark E & Barbara A Nichols, 13815 160T~ AVE SE RENTON WA 98059 14?.,05 9101 -John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 -Larry E Bryant, 15671 SE 139 fH PL RENTON WA 98059 142305 9112 -Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 145750 0070 -Morris O & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 -Steven P & Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 145750 0096 -Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 145750 0097 -Jesse & Erin Thatcher, 13817 162ND AVE S[ RENTON WA 98059 145750 0100 -Danny M McNair, PO BOX 18914 SEATTLE W/. 98118 145750 0101 -Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 -James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 -Cristian A & Elisabeth H Bosancu, 13609 164TH AVE SE RENTON WA 98059 145750 0128 -Terry Gene & Dawn Marie Drake, 16223 SE '36TH ST RENTON WA 98059 145750 0135 -Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 -Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 200600 0010 -Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 -Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 -Randy L & Bonnie Horner, 13404 160TH AV[ SE RENTON WA 98059 200600 0040 -Don M Bourichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 -Michael L & Necia C Wainwright, 16025 SE 134 TH ST RENTON WA 98059 200600 0060 -John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTO~I WA 98056 200600 0130 -Gordon R & Sultana Robertson, 16032 SE 155TH ST RENTON WA 98059 200600 0140 -Robert A & Lori Davies, 14708 30TH AVE N,: SEATTLE WA 98155 200600 0150 -Leonard J Johnston, 16016 SE 135TH ST REIHON WA 98059 200600 0160 --Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 -Peggy Ann Streit, 13512 160TH AVE SE RE~iTON WA 98059 200600 0180 -Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 -f,onald E Coffin, 16015 SE 135TH ST RENTO~f WA 98059 200600 0200 -Jolene Maggard, 16023 SE 135TH ST RENTO~I WA 98059 200600 0210 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0280 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0290 -Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 -Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 -Mary E Hamilton, 15821 SE 132ND PL RENTOI', WA 98059 366450 0120 -Florence Noll, 15915 SE 134TH PL RENTON WA 98059 366450 0126 -Glenda E Johnson, 13425 160TH AVE SE f<ENTON WA 98059 366450 0127 -Dole H Nott, 13422 158TH AVE SE RENTO~I WA 98059 366450 0131 -Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 -Patrick D & Kelly L Behr, 15914 SE 134TH Pl. RENTON WA 98059 366450 0133 -William Johnson, 15902 SE 134 TH PL RENTON WA 98059 366450 0135 -Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 -James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 -Lucille M Perry, 13426 156TH AVE SE RENTOM WA 98059 366450 0270 -Alan G Osgoodby, 13527 158TH AVE SE REH fON WA 98059 366450 0278 -Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 -Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 -Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 -John Lawrence, 16210 SE 137Tfl PL RENTON WA 98059 430650 0030 -Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 .. Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 -Michael E & Jennifer K Keene, 16234 SE 137TH PL REN TON WA 98059 430650 0060 -Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 -James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 -Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 -Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 -Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 -Raymond E & Maryhelen Grover, 16203 SE 1.37TH PL RENTON WA 98059 , 11 '\OIO'W-mrez "17 r, "S ·rfi "-ti!Nt11uiwv m1v n..-11m..-w 1 , w ;,-'t--~--.-,,~~1=, --•=,-· 1,,.1:m-•-m-.e-r:=··.._. > _,rt-xm -· ww_, •em=rr.-w ;, .. ;wa,-M•••\lhillP'Wi...,..,., --»•o&»'l'A@ · n :Jii I e·• I PRELIMU'~ARY PLAT OF LIBERTY GROVE CONTIGLIOUS A PORTION OF NE 1/4, SE 1/4, SEC. 14, T-23N, R-5,E, W.M. KING COUNTY, WASHINGTOI\J NOTES= Wlttslit~l')jf!' 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. 2. 3. 4. 5. 4 ~,fOBE~ Of' 2 01. PAUL E. MORROW P.L.S. No. 22962 PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. ALL PROPERTIES WITHIN 500 FfET OF THE SITE BOUNDARY ARE ZONED R-4 STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL E:E REMOVED/DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMElER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DA TED FEBRUAURY 6, 2003. 7. SUBJECT TO WATERLINE CONSTRUCTION COSTS AGREEMENT RECOl<DED UNDER RECORDING No. 8003200605. 8. SUBJECT TO THE RIGHT TO NIAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING SUBDIVISION RECORDED UNDEF, RECORDING No. 9410250673. 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UH DER RECORDING ~lo. 9508.301698. ' ·I ' \,' ·~·•L · ;t\Uoel'I \'. Mt 1 ! ' 10 I 11 I SE . l 14 12 13 ~ ST :8 o SE 136TH SITE .._.-.-~ 1,rnfY ~ ;; i MAPU:f~::~ ; 15 f---~~~,-;,,,----.,, HEIG TS SE 142/'T ST UI PA K l"-r;j c,"-.;,"'- ...-._, SE 144TH ST .... 'r····· ...... tj,··f-,· --++ ~-+-------'·-....... ~ 1 RENTON _...1 I FISII AND I u. SE I GAME CLUB ~=::--REC AREA 2 ,4 t ~ 149TH 5\ -· CEDAR RIVER REGIONAL PAHK 22 SITE INFORMATION= DEVELOPER OWNERS ENGINEI-R/SURVEYOR PAROEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE PROPOSED DENSrrY SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV ROAD VICINITY MAP Scale: 1'' = 1/2 MILE LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX (425) 228-7232 · PLATT FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATT, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387--1978 VIRGIL E. & WILLIAM J. BOWEN REVOCABLE LIVll)lG TRUST WILLIAM J, BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 ( 425) 255 .. 5507 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2200 FAX(253) 333-2206 145750-0085, -0090 7.89 ACRES 22,931 SF± 36 SINGLE FAMILY RESIDENTIAL/DETACHED 4.56 LOTS PER GROSS ACRE CITY OF RENTON KING COUNTY WATER DISTRICT NO. 90 ISSAQUAH SCHOOL DISTRICT No. 411 R4 EXISTING -R6 PROPOSED QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY TCI CABLEVISION foJ~t~~w~rry lnl MAR 1 1 2003 llcd) K.C. D.[ .E.S. Jl---1-----+------·-------------·-·-·------ ----,-----t-----------------~-.. ---···-·-·· •--------·-----·-··-~----------f------11 REV. NO. DESCN/PTION APPR0~'£0 DALEY-M<)RROW-POBLETE, INC. cu"" LAKERIOOE DEVELOPMENT.. 72>3 AUBURN WAY N. P.O. aox 146, RENTON, WA., 98olJ!AIN lr:iUf CO""'. ,AtffJURN, WA. 98002 If"'.<. PHONE: (253)3.33-2200 FAX: (25:5)333 ·2206 PHONE No. ( 425)228-9750 ·~ ~;,;;;,,-c,-----·· ··-P-R;~~-INA-R~·-P_L_A_T_O_;------/--·;cl'·\\· \' . LIBERTY GROVE CONTIGUOUS r / SrTE INFORMA llON \_)/' LAND PLANNING '--·---·---·---~-------,~~-----~------- EXPIRES: 4 APR 05 incorporated CW4.»N BY f3_.y'L SC4l.f" NTS DR.o.lt7NGQ147QPPGRCQN 51/EH_l __ ,s=--•·•'""""~'"•·"~"=··-'-~"'''"·"-~'-'-"'-•~·••~-,,· ,,·c~,.,,,.~~=-;.;.;...:o• '<"a, vMi·,\IW~~;;,;,:il/<~=-,i;·~=\.~....:.,-(&.1¥J1-.:a'.£11•-wrr·1m1nt1·&·..ii::~""4'4.tl,~.ir.:,~-11,1~:."'°""~··t"IC1·-rtt-1st=tl"'l""''='_W_' -wtt=».-ll"'.'--o=u,_N_U_;i"r_"'II_M_HOOI_, "'··11-nz-~11-wr•P~e-rm=· -,-·wr_, -·1tt-·•-•r=--s-n r=tt--U>t-ft l'IC'l'ltAA&i""""'e<,..,r•«r-1:Uflletllltr'l'ttl'lld1,t;olll~(rit'.>t'tlf'IIIHURrMtl":nlWMlbi'"\-·Mtl:lt/:'."'¥111'r41•FtW•1 1•1-!l!-.r,11.m:11115.,-,e tWillt'Fl!'\1Hl21:Y¥rl,\;·"·'·----,--._._... .. ...,~,.,. ~·,,.-,,~,,-.,,· ,,,, .. ,." ,a·· "·'·-·-'·'·"', , , , "'_ ...... rn .. , Aff'iw~-tiM LI-HE 1 Q MAR 03 JOB/ 01 4 JQ ---OF--· 3-· , ...._. _______ _.,. ,.. -·~-<-. '' ---""L''1<~~-...;~,;1~"\i.t.ii;i~---JlaiLU,l!~illU!:U.Mi.is,,~,:<,/.t,~W.X.--....,J,' ,-"4);!,W.,;,,r,l"i~ -~~'<=;lii;,!i,~ ' " '' -''"'""ii!J:=~.i-11:~lll,<dlillJ;,~ =~~~./l,iM'.l..'£;l1·--"·1 LUA-o~-,~, U>t,Pt>DD'!> .. . ... . ' ' .--------- ~ 0 I ~ ' @ (§) @ I (§) @ I r -· . l c1 I I I @ ,---'-1 I I SFR I @ ,--1 r-, I I I I I I I I I I I SFR I I I I SFR I L_ j ,-1 L __ J I I 1. __ .,---·· ,--, I IL __ c __ j I I L-~ ------- PRl=LIMINARY· PLAT OF LIBERTY GROVE CONTIGLJOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-!iE, W.M. KING COUNTY, WASHINGTON S.E. 134th HT (EXlSTJNG) --1--/ ' 3 0030 4 5 6 7 0040 0050 0060 8 g 0070 0080 0090 r--, I I I SFR I 2 I I / l \\ I 10020 ·-~-I I ~I \!! ~ <( !l L ~ < ' 'v 15 14 13 12 1 0150 0140 0130 0120 11 10 I LOT 2 I 0039 I s I LOT 1 I I 3 0034 I 0030 I 5 7 I 0050 I 0035 I /,A,~ oi40 I w I ~0£..-8.1;~1.E' _,vq (I) ~ I ~,!l 3 I I 1 0020 I I 11 J (§) I L __ _J L J 30' ---·~~.--___________ __j ii! c::i fa I ffi fil I @ 4 I JO' 0010 0110 0100 r.\ I • I I ~. ~ I I I I I -·--------- / GD 0 ( 55) ® 0 0 r----i I I I L I -, j SFR f L I -~--..__J --·--·-·---! .-, I I ,-......J I I I@ I SFR / 0270 I I L _____ ......J 9 8 7 10 11 (( l;1 3 14 15 I 5 6 4 3 S.E. 135TH PL. (PROPOSED) 18 17 23 ~. -~'<,, ' 4C ' ~(}.~ f-u 4C gc 22 -- / 20 21 2 1 J b N b N uJ ' '-TRACT "8'' 24 ' 1------- I I I ~-----1 / ' " < V ' \ SFf~ ) 4 0190 J + 15 0300 14 0290 r--1 ,---l I : SFR : ~<?:-0 6 0210 13 0280 7 0220 8 0230 9 0240 +------J ___ _ ...r-1 i-! r---1._ ___ I <_......---·'\ I SFR I I SFR I \ SFR \ L ____ .J L _____ J \_.,. \ I (§i) ~ 0010 4 I Q033 I I I I I @ I 30' S.E. 136th ST. (EXISTING) t ' / \v/ 1 0160 L _____ ..J 12 11 121,.,~.> 0270 0260 0250 ---- 2 4C "' I-1 TR. N r G C0 -------- . -· 3 B co "' ,_ 0D 4 -u 7 5 t 6 @ G) . ® 0 g -·----- 9 ~ 49 ID I 48 111 47 I 46 -·- I 45 44 I I ~ I 13 14 . 15 16 @! ~---I 1 -·~18 I TR. I I 19 20 I I I I I 21 / S.E. 136th ST. ._:.._ ---___ (_EXISTING) NOT OPEN g --0 -TT---1 ,-T----~:..:::.-===-=---:::-=-:=-_: ~-1------_________ s_.E_. 13_eth ST. il ___ (EXISll~--_ --_ ----1. '--------~-------·---------___] 50 53 38 51 52 u. ~ 43 39 42 41 40 w "' 36 35 ,_ 34 CD '"' 33 20 20 20 20 27 32 27 27 27 31 29 , 30 28 \ TR. G 27 27 27 TR. H 27 TR L 27 27 27 27 27 TR. M 22 24 25 26 27 ® ~=--=-=]~:r,~ .. =r~~:_~f-------..J3ij2~3:..· T7,,..-,----,--+=g~:_::==-~==·~---:_~------------------,,.-~: -;@sm ~ is;R ~I ~---,----------·,-----, ,..._ 008_,,6 J1 SFR I I I I TRACT'C' 9 I OPEN ,--, I L ____ ! L __ _J L...r_J29' L~~ D ,,o· 200· T ~ ~ r-,-~,_--,--1.,1@) @ ~ SPACE I I I 20' 20' I SFR I I I 30· 1 2 36 TRACT 'G' STORM POND ,--, I I I L ,-_J L I SFR I I I 3 L ____ ___J r-----, I I L _____ _J @ ~.. ~ =,....,,r--,--,--__j ~-·---,!. -;5) - 10 I L _________ J @_~ 5 6 8 4 7 29 27 30 28 31 26 ,,.-,---. 25 \ 24 •-Ra50' lRACT 'F' \TRACT 'E'"' · SENSITIVE ~ AREA TRACT VL..,.----' 23 22 593' <i§) 21 QI ii m .. ~ ~ ~ g,--··-·- ~ "' 0 N 20·120' \ ! 20 19 11 12 13 . -·---____ ,_ ____ 14 15 16 17 lRACT "D' 18 lo "' ID I I I I 8 z 1fii ~ ~ ,m <rn \~ ~ I ~·------i----,------i--J.--.--~ __ l_ -~--1 " C I i.:j ~ 1 0010 r------1 : SFR : L_ __ L_-1 2 0020 I I ~---L---..:<~<Sl 3 0030 4 0040 5 0050 L1,--~--__ >91).-~-=--=---__j__S_. 284-_--TH-PLL. - I ¥a, -<.A -(EXISTING) . -----· I 1/r--L -, -...,. I -1 I SFR I I I L ______ J 12 0120 11 0110 10 ~0 8 0080 6 0060 7 0070 n•r»·10:,,,w,·MMm»>1 .. ,· ·c z·r··~ ll>ill:i:Ji!llol~ ll!il'll'~ --j I Dlllhlilllil,1/' DALEY-MORR OW-POBLETE, UBURN WAY N. N, WA. 98002 ' .. INC. 726 A AUBUR PHONE: (253)333-2 200 FAX: (253)333-2206 ---- MGINEERING -SURVEYING LAND PLANNING E @ EXPIRES: 4 APR 05 jncorporated ".£.ol.si~..U.U.--~·· ,·,r,·,;w,,mw.01---_··tr'C'il'Y'W~••:1'ltOWr'zt:tttr~~·,~,,.~r·•=11·M=·~•~•-=11=n-·~rrn=•1t=rr=·-=n1=0-twn=·=·~•~·-•--rx-·~-•=a------~r~m-,~tt-n1------=--=----~-----·--'"• .. -m•~-"''"'""...,.~'~--"'"' ______ .,.., ____________ L----·---•-.,J,,__ ---" "-"-••• ·--"' 'ttt'l'YIU'ltt tPi':aMlW UfH e:ertrm:t:· '11 ~~,wrwnrr·@v;,;ilm~l:.4~ i GRAPHIC SCALE ~. REV. NO. a<TE CLJ£Nr PROJf:.Cr -~~L N'>'R<Mli-C -M\ • lli/4/, •. 200 400 I~ I ( IN !'EET ) 1 inch = LOO ft. --1--------- C--~ --1------···-· DESCRIPTION APPROVED N·"• 'fl:>'!(JtffW/iltt"FitUWi'i ""'r't#:t'-W·MU''di,OI/ ·t LAKERIDGE DEVELOPMEN P.O. BOX 146, RENTON, WA., 980 ~7 MAIN FILE !CO y PHONE No. (425)228-9750 PRELIMINARY F'LA T OF LIBERTY GROVE CONTIGU ous SITE PLAN Sc.<1.£ 1 " 100' = '"'"""01470PPG ---~----I SHEET . ..:,2:___ RCON ···-· ~·-- O,T£ 10 MAR 03 XJB{ 01470 or 3 nnvc rt I nlU:.11<1:1:llll~ .. ~;;,,: o' -__m- -12..1 'i ;1 ' '-1 I 'i 0 ~ 5 ~~~~~'.ll~~ihv.;u,;.;a, iilold7', .. ,ma11,-1~-.wv~~.~~~i.j'jt:f;!;'w,1WM~r..s/ll,t'l'.;:m.m-~;roc.im·;i;Th,'"ll'l'"l'.1fl:Hmff,=~~~~~wMMll)SW&&o,~'!Wm:~, ___ , .. wz""'""'"''"'lli!il/Wi-"'""11:i=il ~-'l'ltm.:aw.M!li.nu. .mt5!.1Wffll!fflww-•m=------.~=·""'MM<. mo-,q,-11!ii.,,JN'""mrmwuu"'"'-·~=~=----~• .. nz---~,--...,..,..,-,"""_"""'*"M"'""'-"""---~x=•··rn..N..:.A&Am_4 !'ll'l:'>11~. ~.~-s~~··=····=;,;m-1,.r,;.-iw~~1~,,;;:.m,.,~s~..;e~!IM~-wlffl'M=-""".-~,,:;;,;,,;.:~ Jul t,o, .. ,;;;$~,1~rgl!'l~Ni,-WM::.::;wn wm:ru::.:Mtiil:m:.,.,m,.;,a,,u,,IW:ti::l'l'~~~!l'll!-~~-11~,~~~~-:,,.,, J GRAPHIC SCALE 60 0 30 60 120 240 ~--1 t : I ----- ( IN FEET ) 1 inch = 60 ft. DATUM CITY OF RENTON -NAVO 1988 BENCHMARK BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CO~ISTRUCTED INTERSECTION OF SE 128th ST. AND 156 th A VE. SE. ELEVATION: 547.94 CONTOUR INTERVAL: 2 FEET LEGEND: () HEMLOCK i}}J/ ALDER ··?f.. DOUGLAS FIR/PINE .. MAPLE ,.,,,.,, COTTONWOOD ,:;1} M EXISTING WATER VALVE • EXISTING WATER METER P EXISTING FIRE HYDRANT ? EXISTING UTILITY POLE •'I, MAIL BOX s EXISTING SIGN --< END OF CULVERT llll EXISTING CATCH BASIN EXISTING BOLLARD ,.. UTILITY POLE ANCHOR :ct--¢ STREET LIGHT CHAIN LINK FENCE C ,.. WOOD FENCE SFR BARB WIRE FENCE BUILDING LINE (LOCATION APP ROXI MA TE) EXISTING PAVEMENT SINGLE FAMILY RESIDENTIAL PRELIMINARY PLAT OF LIBERTY GRO'VE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SE(~. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON / ' ~ ·1 < V y : --\, ,--, ' ... u_A 04' 30' NOTE: \, SFR > \, / \, v/ ,--, I I -.. -... ·-I._SFR I L :::_· ::-coJ --DRAINAGE E SE'MEJ,!T __ Rec. No. 98 2241785, 200' , .. ,------1 I I L _____ _J ,--.J I I SFR I L ____ _J RECREATIONAL OPEN SPACE AND STORM DRAINAGE DETENTION ARE BEING PROVIDED WITHIN THIS PLAT OF "LIBERTY GROVE CONTIGUOUS" FOR THE PLAT OF "LIBERTY GROVE". APPLICATIONS FOR BOTH PLATS ARE BEING MADE CON CURRENTLY AND BOTH PLATS ARE TO BE REVIEWED CONCURRENTLY. r----I I I SFR I I L ______ _J S.E. 136th ST. (EXISTING) ~ r---L / \ / --1 < \ I \ SFR SFR I \ L _____ J \ \ "'I ,) \.,../ .... ···-<!-Q,3--· 1 I I I I SFR L _______ _ ------. REV. NO. --,----------------------+------11 OATE DE:SCRtPnON APPROVED ,,,,, -----•-~m _____ ., __ oow"'•"'=""""""'"'111,1""'"+,,-.,.,;-------·-----------..i,,,----I! DALEY-MORROW-POBLETE, INC. WENT 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 LAKERIDGE DEVELOPMENT MAIN FILE C P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 ------------- ENGINEERING -SURVEYING LAND PLANNING fflOJf:CT PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SrTE PLAN y J , ! • • ~ • ' • "? .IINs·C-:J;'Y AS. 7:,.3'.".ac;.:,----------1 3 0617 3 -- 107 KCSP 878133 8002250639 LOT 2 ___ _ .. :n,2u_~.s4- S(: 139 TH PL. ,.,..;;., •.• ,, - /. " " .__ -----• _..:4=10_ -.:..__ - • ., " ~ ' I ., //. 87 .3.//.d? ..,... ______ "·r,. ... .,_"-· .,c,~·-'a,Bz.wt,:___,,, ~.S:1£1..+- I KCSP 481066 -8109100503 L t1T I .3//.,tz. NE \ ~rPO ' ., II. ' " " ' I ~ " I; ~ ' " .. " • " ~ I} w 'I' 1,U• ---..i:2£_ _©;::~- vi ~ ~ II ri 1i • lw > <( ------- ;.....21' A::,;"-:,:,.. __________ I 30 6-110 ··------------- ' w vi . . "' . . f '.!:.ti!S !UP IS FOR 'IRE l'Olil>OS.!1 OP .ASSISTI?!G T.% LOC.ATiliG mUR . PROPE!ifi AllD IS ?!O'l.' Otr.A!U.l'l'rl!iiii, TO !!B?W .AC<'tm.l TI'-!,!IWiOliEIOll!!J.'S. -------~ ---------------------------~ .. ;; I 4ri2-"cP ' r I ,·'iltJ-1 z "cF '401.SB•/- 20000 ~ 2A00 1B48 / ' / / ' \ ' ~f \ ; ~" 4'~k-~, ::· • 1 I ! . :;;i .i.c 662S.O• 0097 -----'c--\ 0i-:&c:•eo•;.:·(""'-- ' ' \ \ /1-rc,fy #i, \ \ K.C. 54 • " •• ~ ~ 7 " -~ o ·:a, ' ' w Ill I (\l (0 -1 -t I , ! j SE 14-23 ,,, / I . 2.97,o :,· I -1 /Con,;},,-':cfed r · /:J;rc/1 I . - ' .... -- ' u.il UJ -----·-· ' LUA -O&-12.I 0 ~ I ...- 0 RELOC W~llll-l~.,_~..:..:.HYDRANT ---------------SIDEWALK ~CAICH C:CTION. (TYP.) \ > I \ I \ ----i ~ (SE!;_Yi'AIER.!'_LANS) -~-;:;,484 ---2.:_·_ E:tOeA'fE-TEIB'HQNE.-CABIN."-'--...:: INATE W QWEST CONTRACTOR TO CONTACT UTILITY LOCATOR AND VERIFY GAS & OTHER 1----" UTILITY LOCATIONS AND RESOLVE CONFLICTS IF ANY, WITH APPROPRIATE UTILITY CO. PRIOR TO INSTALLING PIPE, (TYP. ALL UTILITIES) 216. 7LF EX. 12" CPEP Ji:..:.:.cc .. 1-mh APPROX. LOCATION ~E?x.16oW: i j EX. 4" STEEL WATERMAIN ~:-1-+J CONTRACTOR TO CONTACT P.S.E. FOR POLE RELOCATION FILL EXISTING DITCH TO PROVIDE MIN. 1' COVER OVER 24" SD PIPE 478 1.E.=472.53 SOLF ± TEMPORARY 12" SD CUL VERT UNDER CONSTRUCTION ENTRANCE ~"\\ I I i I . ; : '.:. ·. i . . . . . _...,, ... :11 ....... 1(§v I :-:~:-.~:7'.7~-:-f.--:-~-~~~r::.l':;...: ·.; \< '>1-./+i<t;:1lf ....... --J;~;~\Q;> ~2~}f GARAGE I Ul Ul ---1 -----l I ---------UU. LE=:1Z"CONC -->.~ ~---l==-==SS---=~=~ TR H @ 2.19% . . ==Ss_· =ccSL___ -SS=~zf"'-'£-~!'I) I I I.E.=461.27 I en I en --~ I TR. L TEMP. RISER (SEE DETAIL SEDIMENT POND CROSS SECTION SHT 18 OF 19) o -a--.. ' Q 48 < lRACT"B" STORM POND -"' "' "' VERY \ . -----481- ---i --I I I I I "' " -tj- I I I en I "' "' "' l8J]'-. . -.:W 1 REMOVE EXISilNG. r-·. \ \ ~\ -----I 01 L J J ------- REMOVE EXISTING BOARD FENCE / I I ~ I I =--7°' / ( ROUGH OUT PERMANENT I 1--, -./ I POND FOR TEMPORARY I I I 1 74.1 LF 12" E~. CONG I -SEDIMENT POND 11 @ 2 ·90% I I N88'08' '--... v-INTERIOR FENCES,......_ ~I (TYP.) D"' I "'-"---....._ -----P-/77 77 rr ~ ---f-Sf'tEfl j D I D I D • ::::,.. '-.. '-.. <-----593:391454_/ --464-. ~ TEMPORARY INTERCEPTOR SWALE W/ ROCK CHECK I I I EX. CB J L -, INSTALL ALL PROPOSED I I I RIMF455.B1 ~ FENCE ENCROACHMENT WILL BE RESOLVED TO I CONVEYANCE FACILITIES SOUTH OF I ,',/ I ,' I.E.l'.454.36-S SF R THE SA Tl SF ACTION OF KING COUNTY D.D.E.S., "' I.E'f454.1B-N L.U.S.D. OR ENCROACHMENT AREA WILL BE DAMS @ 50' O.C. (SEE DETAIL SHT 11B"UFT9j-- l L, SF~ I I '------ '--... '--... \ \ I I I.E.=491.79 LEGEND: 61t LF 12" EX. CP[P 0 10 20 40 ··-··· - " EXISTING WATER VAL VE 8 EXISTING WATER METER p EXISTING FIRE HYDRANT I I I CONTRACTOR TO CONTACT P.S.E. FOR POLE & GUY ANCHOR RELOCATION UflABLE TO FIND END SFR l ,-.. \ \1 1; L-. ' ' -·---------! I I I 1 , 0010 , j < ,' A SCALE 1" = 40' ¢ C ~ -< Ill] 0 <- ~ --o- --o-- --,-- EXISTING UTILITY POLE EXISTING MAIL BOX EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING UTILITY POLE ANCHOR EXISTING STREET LIGHT EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE EXISTING BARB WIRE FENCE -----------EXISTING BUILDING LINE (LOCATION APPROXIMATE) ~1 .. ~ •..• ~ ....• -..•.. ~ ..•..• -....• ~-.•. _...,,·j EXISTING PAVEMENT SFR EXISTING SINGLE FAMILY RESIDENTIAL RESRICTIONS FOR SENSITIVE AREA TRACTS & SENSITIVE AREA BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES 1HAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND "ANIMAL HABITAT. 1HE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF 1HE LAND SUBJECT TO 1HE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND 01HER VEGETATION Wl1HIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION Wl1HIN 1HE TRACT /SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN 1HE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR 01HERWISE FLAGGED TO 1HE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR 01HER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO 1HE SENSITIVE AREA TRACT /SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN 1HE VICINITY OF 1HE SENSITIVE AREA ARE COMPLETED. --- 2 0020 NOTE: 1. IN LIEU OF THE ORANGE SENSITIVE AREA FENCE AND THE SILT FENCE AROUND 1HE SENSITIVE AREA TRACT, 1HE CONTRACTOR HAS THE OPTION TO USE ORANGE COLOR SILT FENCE. rF EblD_TACILlfLL.EAD_lhL, /,.. _ "<~'1"1 " I I/ PYRAMID MON AT EDGE <I,', ,<, 'A OF PAVEMENT I T<' '-'~'' -1 I I I I I I I I I I s F RIM=415.2i '. , _,,, I I I.E.""4712.5 ::s ---:~ _ ,' - I.E.-412.7 N , , , L__ 39.6 L~12"1EX. CMP-'© __ < ,• 3;--74-% -, ... " ,, RIM=475.91 ~ ~,-.,.-1 1 .,.",.,.,,.. IE =471.76-(8" CMP) '-' ',<,' 1.E.=469.21-(12" CMP) ' -, ' 1.E.=471.11-~,-~ I -U:. ""'6!l. 36".-{;MJa.).--_,!_ _ _l PL. APPROX. LOCATION EX . B" WATERMAIN 0120 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOMI ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE />S TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: Campi tion Date Co pletion Date r.qv{ 1¢:; - Approv61 Date I.E.=467.62 12 i,\-9,~l-'ffiit~-, 0 -, --L_ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 REV. NO. DATE CLIENT PROJECT DESCRIPTION LAKEAIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PLAT OF APPROVED LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS LIBERTY GROVE CONTIGUOUS GRADING AND T.E.S.C. PLAN I DETENTION FACILITY. (SEE 1 -tj-1 ', 1 ,,,: -.HA CONVEYED TO THE ADJOINING PROPERTY PRIOR CONSTRUCTION SEQUENCE IN ~ j 5143-cF-+2"-6<.-GSi'ffi---__J , _ ---__ -_, TO THE RECORDING OF THE FINAL PLAT. ) i /I ;r-i---~ @ 3.21% 1 1 THE EXCLUSION OF THE ENCROACHMENT AREA / SHEET 18 OF 19 i;i ,Jf I I I FROM THIS PLAT DOES NOT RESULT IN I /I / "' I EX. CB · ~ ________ J ~~~~~~OARD LOTS OR IMPACT PROPOSED LOT I EXPIRES 9 JAN 2006 •D=RA=WN=BY,_,_H,,,.D'-".o=·--1--cscccALE==--1'_-_4_0· __ +;:oR:c:AWl,--N_Go_1_4_70_E_N_G __ --i SHEET _17.,,_---I L-------....i.--------------T·R-.M-·36•1-LF_-.li;;._"c.,.o.,N•~-~-w .. \ .. / ..__..,1 ~--~~c~IM_;;;=~4~~;~·7~0-0:."---------------------------------------------------.L~·sci"'[f.;':"o~n::'"":;:=~~·'"~'"~•:;jo~A1EO:.JL ____ ...'.;::.._ _____________ J•:P::PR:::;o"'1\vl:t:!.\·L;;l.D~.-.L":A1E;~4f2f7~0~5~-b;JO;Bl~o~1~-~4~7;0;:.:;:-~=o~F~:;T.~· ENGINEERING -SURVEYING LAND PLANNING • I•\ProJects\01-470 LIBERTY\dwi;i\01470ENG,dwi:i 5/4/2005 10138,52: AM PST -~---·-·-_-_ .. -_._._···-~~-~~--~ 0 ~ I 5 EROSION/SEDIMENTATION CONTROL NOTES 1. APPROVAL OF lHIS EROSION AND SEDIMENTATION CON1ROL (ESC) PLAN DOES NOT CONST! ruTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RES1RICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONS1RUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSJB!LllY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONS1RUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND lHE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURA llON OF CONSTRUCTION. 4. THE ESC FACILillES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTJON Willi ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES JS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE lHE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDlllONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDlllONS (E.G., ADDlllONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.}. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCllONJNG. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30} AND OF MONlHL Y REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY-EIGHT ( 48} HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WilHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTIION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF lHE PROJECT. ADDlllONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURAllON OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILllY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCllON UL'nMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE Gr<ADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST THREE FEET ABOVE lHE l'INAL GRADE DFTHE PERMANENT FACILITY. 13. WHERE S'fRAW MULCH FOR TEMPORARY EROSION CON1ROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1}, ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARAllON FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDlllONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE F AIUTIES. CONSTRUCTION SEQUENCE 1. PRE-CONSTRUCTION MEEllNG. 2. FLAG AND INSTALL PERMANENT SENSlllVE AREA SIGNS ALONG WETLAND BUFFER PER KING COUNlY DIRECllON. 3. FLAG CLEARING LIMITS. 4. POST SIGN WJTIH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 5. INSTALL CONSTRUCTION ENTRANCES. 6. INSTALL PERIMETER PROTECTION. 7. CONSTRUCT PROPOSED DOWNS1REAM FACILillES ALONG 160TH AVENUE SOUTH FORM THE SEDIMENT POND INSTALL CATCH BASIN PROTECTION PER PLAN. 8. INSTALL DOWNSTREAM CONVEYANCE FACILITIES FROM LIBERlY GROVE SEDIMENT POND. 9. BEGIN CONSTRUCTION OF SEDIMENT PONDS. 10. BEGIN CLEARING AND GRADING. 11, CONSTRUCT INTERCEPTOR DITCHES PER PLAN. 12. INSTALL UTILillES. INSTALL CATCH BASIN PROTECllON PER PLAN. SEDIMENT POND IN LIBERlY GROVE MAY BE REMOVED IF CONVEYANCE FACILITIES TO THE SEDIMENT PONDIN LIBERlY GROVE CONTIGUOUS IS IN PLACE. 13. FINISH GRADE AND BEGIN PAVING. 14. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 15. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDlllONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 16. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH S1RAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 17. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 18. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON COMPLEllON OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 20. CONVERT SEDIMENT POND IN LIBERY GROVE CONTJGUOUS TO PERMANENT DETENTION POND PER PLAN. 21. CLEAN SITE. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE SlAPLES, WIRE RINGS, OR EQUIVALENT TO A'ITACH FABRIC TO POSTS. 6' MAX. / POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2"x2" BY 14 Go. WIRE OR---..... .,----EQUIVALENT, IF STANDARD S1RENGTH FABRIC USED FILTER FABRIC--< ~MINIMUM 4"x4" TRENCH// BACKFILL TRENCH WITH I NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL ~2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT z ',; "' MAINTENANCE STANDARDS :i ',; ~ - 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. 3. 4. 5. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT 1RAP OR POND. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STANDARD STRENGTH FILTER FABRIC I I I CATCH BASIN ------------· ---- GRATE :c I NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. MAINTENANCE STANDARDS: 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE. SILT FENCE with LINEAR TRENCH 2. REGULAR MAINTENANCE JS CRlllCAL UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. PUBLIC RIGHT-OF-WAY 12" MININIMUM ~~~~~y~~~~ ~~'<~~A EXIST. / GEOTEXTILE GROUND NOTE: AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R.o.w. PRIOR TO INSTALLATION OF THE CONS1RUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. ( STABILIZED CONSTRUCTION ENTRANCE ATIACH SIGN TO POST WITH TWO 5/16 GALVANIZED LAG BOLTS WITH WASHERS N. T.S. f 5' TO GRADE ---PRE-PRINTED PLASTIC SIGN 1->-----8'-4x4 CEDAR OR .PRESSURE -TREATED POST SET 3' INTO HOLE WETLAND SIGN INSTALLATION DETAIL N.T.S. N.T.S. 6' J. I :', ·. \ ROCK-LINED SWALE TYP. X-SECTION N.T.S. RIPRAP SHALL BE REASONABLY WELL GRADED ASSORTMENT OF ROCK WITH THE FOLLOWING GRADATION: MAX. STONE SIZE = 12" MEDIAN STONE SIZE = 8" MIN. STONE SIZE = 2" ~2:1 SLOPES ~1-1 n_1i ~=~-~ A -------:-:::;,a,B /2" -4" ROCK (TYP.) -ITT-JTT=j / '= --L • _, 11--=111= CROSS SECTION ROCK MUST COMPLETELY COVER THE BOTIOM AND SIDES OF THE DITCH CHECK DAM SPACING L = THE DISTANCE SUCH THAT POINTS A AND 8 ARE OF EQUAL ELEVAllON ROCK CHECK DAM N. T.S. 9' 3 EMERGENCY OVERFLOW W.S. EL.=485. 7 TOP OF BERM EL.=486.00 -fl:::=:.W.:$0'/~/~Q :=JIF1 FILTER FABRIC INLET PROTECTION RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWA TERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 1.-454.00 452.50-~'-----,'--~il---' WIRE-BACKED SILT FENCE. STAKED HA YBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER ' 7 1/4'¢ DEWATERIMG ORIFIGE N.T.S. CREST OF EMERGENCY SPILLWAY EL= 462.50 CN1RL MANHOLE (SEE DETAIL SHT.11) 461.50 WA TERTllHT COUPU G 8"¢ MIN. SCHEDULE 40 STEEL STUB TACK D 16" SD CONCRETE BASE 18" MIN. DEPTH x 24" MIN. DIA. MIN. TOP OF POND EL= 463.00 TO CB No. 2 LIBERTY GROVE CONTIGUOUS SEDIMENT POND CROSS-SECTION DETAIL RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWA TERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 °%, 12"" CMP RISER----',- J ~,i. 479.50--'-----,'---II---' WIRE-BACKED SILT FENCE. STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER 1 7/8"" DEWATERING ORIFICE N.T.S. CREST OF EMERGENCY SPILLWAY EL.= 485.5 484.5 WATERTI!HT COUPLING 4"¢ MIN. SCHEDULE 40 S~STUB TACK WELD CONCRETE BASE TEMP. 12" CMP MIN. 6' WIDE BERM MIN. TOP OF POND EL= 486.00 3:14~-;-~ :=111 -,,--------~//~~Q~/h~#~Q~~#~#~ 11\:== * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT / APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATIONS AS FOLLOWS: 18" MIN. DEPTH x 24" MIN. DIA. LIBERTY GROVE CROSS-SECTION TO CB No. 43 ~-----1' MIN. DEPTH ROCK (*) MAXIMUM STONE SIZE 8" MEDIUM STONE SIZE s• MINIMUM STONE SIZE 2" LIBERTY GROVE EMERGENCY SPILLWAY DETAIL BURIED UTILITIES IN AREA CALL BEFORE YOU DIG N.T.S. Completion Date .tJ.~f/f.f~ Co pie~on Date SEDIMENT POND N.T.S. DALEY-MORROW-POBLE IE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 DETAIL LUA-OB-121 REV. NO. OAlE DESCRIPTION CLIENT LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 PROJECT PLAT OF APPROVED 1 -800-424-5555 EXISTING UTILITIES SHOl\tl ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE. LOCATION OR DEPTH J/>i H. S NDERS P.E. DEVELOPMENT ENGINEER Comments: ENGINEERING -SURVEYING LAND PLANNING LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS T.E.S.C. DETAILS AND NOlES j EXPIRES 9 JAN 2006 I STAMP NOT VAUO llNLESS SIGNED 4: DATED l- 0_"_'""_"-'Y==~-+-s-cALE_._N_O_TE_D __ --+"-"~'"'_"_0_0_14_7_0_E_N_G ___ --!·SHEET -=18~-H.D.O. APPRO"'!vi.L.D. DAlE 4/27 05 JOB# 01-470 OF I1\Pro Jec:ts\01-470 LIBERTY\ciwo\01470ENG.dwa 5/3/2005 4•10100 PM PST 0 I'-... ~ I ..-- 0 ~ I ___ I I I I I @ I I I I I --1 i I t 31: ~ I N 88'33' w 11 10 14 590.Bf 7 TRACT'S' REC. OPEN SPACE CE TRACT'A' ACCESS & UTILITIES 6 5 4 5' CHAIN LINK FENCE 2 25' ACCESS EASEMENT 3 RADIUS 1 \ ""<cc"'--------- l --,Joo 1 0010 I I I I _________ J_ --~-----T 3 0180 I I I I I I A PORTION OF NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON SIDEWALK NEXT TO VERTICAL CURB FIRE HYDRANT OR~~~ (~ 2> / ~ UTILITY POLE ~ ~ i5' MIN.) If-4-0'~C.{MAX. + 10' MIN. 50' MIN. LUMINAIRE 15' MIN. 50 MIN. I 1!.-~~~TRA~CT~'D-.~-.:.~~ I ACCESS & 15 UTILITIES I I =====-~---+:-~-···:~,>-.,~-,~g==lJI I ~ + SIDEWALK+ + I i I I I -I I I I 16 I I _J I I I - I ; ; '· i:::l.a ·'.'.·. , .• · .. -~-·.: .. -,,• .r::.r.•.'.,:•.;.-;"., .·.: 0 0 0 --ID 0 -+ _, ~ 8 I 88 --1 --- 8.8.S.L., (TYP.) 8 .8.=--~J lREE 40~ - O.C., ( .) (SEE 20' GARAGE (TYP.) 0 0 "' 17 18 ... : ... :,:. ··.J.' 19 ~-·.-.·· --~-' .. ,,_ .. : ,:;.,·. 8 DETAIL S SHEE1) 20 21 8 S.E. 138th ST. m ----~1------~----~- 22 23 8 ---+-----l---- 24 8 8 r---I I -------------~ I --------- 1 \ 0 i • I STREET TREE TOTALS: PLAT COUNT LIBERTY GROVE 42 LIBERTY GROVE CONTIGUOUS 67 TOTAL 109 NOTE: 1. STREET TREES SHALL BE PACIFIC DOGWOOD •oR EQUAL• FROM K.C. APPROVED LIST. 0 10 20 50 SCALE 1" = 50' 2. 3. 4. 5. 6. 7. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHOWN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH REV. NO. DATE DESCRIPTION STREET TREES SHALL BE SPACED APPROXIMATELY 40' O.C. OR AS SHOWN ON THE PLAN HOWEVER, ADJUSlMENTS MAY BE MADE TO ALLOW INSTALLATION OF UTILITES, DRIVEWAYS, ETC. TREES SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION, UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. NEW TREES SHALL BE LOCATED AS SHOWN. ADJUSlMENTS TO BE MADE IF CONFLICTS WITH OTHER UTILITIES OCCUR. TREES SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT THE VIEW OF ANY STREET INTERSECTION, DRIVEWAY, OR VISIBILITY OF ANY TRAFFIC CONTROL DEVICE OR SIGN. TREES SHALL GENERALLY BE PLANTED BACK OF THE SIDEWALK PLANTING STRIPS WILL BE APPROVED ONLY AS PART OF A LANDSCAPING PLAN IN WHICH PLANT MAINTENACE, COMPATIBILITY WITH OTHER UTILITIES AND TRAFFIC SAFETY ARE DULY CONSIDERED. TREES SHALL BE STAKED IN A MANNERNOT TO OBSTRUCT THE SIDEWALK TRAFFIC. ON BUS ROUTES PLANS SHALL BE COORDINATED WITH METRO SERVICE PLANNING PHONE 684.1622 SEE SEC. 5.03 KING COUNTY D.D.E.S. R~~.y' Comple ion Dote 0/i~ App'rolD APPROVED DALEY-MORROW-POBLETE, INC. CLIENT LAKERIDGE DEVELOPMENT, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 PROJECT P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425) 228-9750 PLAT OF ENGINEERING -SURVEYING LAND PLANNING LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS STFIEEf TREE PLAN LD~RA~~;;;;;c;;BY:-'-"~~-t-;;s~c=;=-1_"-,-=50_',-~r."~~~~-"G_01_4_7_0_E_NG~~--1SHEET_=S~-1 • H.D.O. APPROVED M.L.D. DATE 4 27 05 JOBI 01-470 I EXPIRES 9 JAN 2006 STAMP NOT VALID UNLESS SIGNm &: DATED OF I I ~ _J I I I I J I I I I I I I I I I I I I I I I I .. 0 0 I 2 I I 0170 r------~ 1 0160 I I STA: 13+06.89 s.d 136TH ST. =STA: 10+00 160r A VE. S.E. 8 15 I 0300 I I 14 _I_ 0290 0 0 "' VERTICAL CURB LINE AT INTERSECTION STREET TREE LOCATION DETAIL 13 0280 ---- S.E. 138th 0 0 :£ N. T1S. I I I 12 0270 I I 11 0260 I I 10 0250 _J ST. -~----1.. ______ L_ __ ~~' 8 0 0 D 0 0 i I ,--t ; I I . . I .. --,,~---~--1-----.,--.---=-~~~~ D I I I •' I 9t00 : :@ I I I ~ I I I I I :, h--..WN ~ ~'='l'~~"=f'--"~ t ~Qr----------~------------ • I w STREET lREE 20' O.C., (TIP. IN RECREATION lRACl) (SEE DETAIL 1HIS SHEE1) ORAINFlELD EASEMENT Rec, No. 9507281416 & AMMENDED BY Rec. No.'s 9501201073, 9508020778 & 9802241786 TO BE ABANDONED lRACT 'A' RECREATIONAL OPEN SPACE ~az,5'21"E N 87'5tl'SO" W2 ., I I I ; m ·, -=,---9"'==r===r-=-===-4J -------------- •too '.Q i \ ' . -... ---- 35 " Q. 34 lRACT'B' STORM POND 2 3 5 ---- 32 33 ~ 30 6 ----- STREET lREE 40' O.C .. (TIP.) DETAIL 1HIS SH 7 8.8.S.L., (TYP. 20' GARAGE .S.B.L., (TYP.) 29 28 26 8 'O 1 offlo } ·' ,. ,. < :, 4 00 • ~-·, 9 10 ----- 11 12 13 14 15 ··1M"-----~---1 -. • . ·,:-16 D I I I L~- ""I'"··· 26 00 I t 25 00 r I I I I I ! 24t00 : I f t I I 0126 ------------ 8 I oi -r I I I I I 0 0 I .: L ____ _ 3 10 SHEET 19 OF 19 Ii\Pro.iects\01-470 LIBERTY\dwQ\01470ENG,d.wQ 5/4/2005 11•26•45 AH PST LUA-08 -12.f 4 .. ! -.. t:l <J . 4 TRACT "B" <J <J 4 4 RECREATIONAL SPACE PLAN 1. TOTAL AREA REQUIRED: (24 LOTS) x (390sf/LOT)= 9,360 sf TOTAL AREA PROVIDED= 9,360 sf 2. TOTAL PLAY AREA REQUIRED: (24 LOTS) x (45sf/LOT)= 1,080 sf TOTAL PLAY AREA PROVIDED= 1,200 sf 8 5'-TYP (J) N 5'-TY • 9 10'±-TYP ;-LEYLAN CYPRESS I 74.9' ~/77T y v V GA /_· _-@_3 -------. COMMUNITY PEA PATCH (2,000 sf ±) 77T/7 AGE REMOVE REMOVE I I I I I 12' ±-TYP------ LEYLAN CYPRESS @ (J) 0 • 5 7 <J CJ) N (J1 ~ S.E. ® 20'±-TYP STREET TREES ® 74.9' <l . <J 135th RECREATIONAL SPACE PLAN NOTES: ® ·<l <J PL N (Jl • 4 20' <l <J 4 0 0) (J1 (J1 - TRACT B REC. SPACE Plfa\N SCA,LE: 1 '' 1 o' PLAY AREA -t s (1,080sf min) <l 4 <l 4 (PROPOSED) 6 <J <J RECREATIONAL FACILITIES CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES: GENERAL NOTES: Q) @ @ © ® PROVIDE PLAY FACILITY -PACIFlC OUTDOOR PRODUClS WS-573 OR EQUIVALENT COMMERCIAL PICNIC TABLE -PACIFIC OUTDOOR PRODUCTS PT-35 OR EQUIVALENT PROVIDE BENCH-PACIFlC OUTDOOR PRODUClS BP-25 OR EQUIVALENT PROVIDE A 2,000sf MIN. AREA COMMUNllY PEA PATCH. CON1RACTOR TO PROVIDE A MIN. OF 12" CLEAN TOPSOIL WITHIN PROPOSED COMMUNITY GARDEN AREA. PROVIDE GRASS SEEDING WITHIN THIS AREA ® (J) ® ® @ PROVIDE A 5' PAYED WALKWAY FROM THE BACK OF THE SIDEWALK TO THE PLAY AREA AREA WITHIN PLAYGROUND EQUIPMENT AREA TO BE SURFACED WITH 4" HOG FUEL STREET TREES TO BE PROVIDED AS A PART OF ENGINEERING PLAN APPROVAL & BONDING 6' HIGH CEDAR FENCING BET\'i£EN LOTS 4 THROUGH 9/TR "B" BOUNDARY FENCE TO BEGIN 20':I: FROM ROW. THIS FENCING WILL BE INSTALLED AT THE TIME THE HOUSES ARE CONSTRUCTED AND IS THEREFORE NOT A BONDING ITEM FOR THE REC. SPACE PLAN. 6' HIGH CEDAR FENCING BETWEEN LOTS 4 THROUGH 9/TR "B" BOUNDARY FENCE TO BEGIN 20':I: FROM ROW. THIS FENCING WILL BE INSTALLED AT THE TIME THE HOUSES ARE CONSTRUCTED AND IS THEREFORE NOT A BONDING ITEM FOR THE REC. SPACE PLAN. ' 1. THE EQUIPMENT (STRUCTURES, BENCHES, PICNIC TABLES, ETC.) SHALL MEET AT A MINIMUM, CONSUMER PRODUCT SAFETY STANDARDS AND BE APPROPRIATELY ANCHORED. 2. WAU<.WAYS SHALL BE CONSTRUCTED OF A MATERIAL AND GRADE THAT IS AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBLE. )> 8" <J WIRE OR 1;ABl£ SIZES SHALL 8£ AS FOLLOWS: TREES UP TO 65 l,IM \2.5 IN.) CALIPER -11 GAUGE TP.EES 65 MM (2.5 IN. TO 75 MM (3 !N.) CALIPER -12 GAUGE TIGHTEN V.1RE OR CASLE ONLY ENOUGH TO KEEP FROM SLIPPING, .Al.LOW FOR SOME TRUI\K MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOl,U.IODAl~ 35MM (1.5 IN.) or GROWTH Nm BUFFER ALL BRANCHES FROM THE wm:. RICK ANY LOO:t ENOS or lHE WIRE OR CABLE ltfTO THE WIRE W~P so lHAT NO SHARP WIRE [\IDS ARE EXPOSED. 13 MM (Cl.5 jN.) DIAM.---~~ PLASTIC HOSE GALVANIZD WIRE JR CABL£ -------f:::::,,!t~ l'IIIST WIRE TO 11<:HTEN. 240 ~ 40 "1M {1.5 x 1.5 IN.) ___ _,, ~ "' ~ ~ HARDWOOD STJ\l(ES OR OT ·1£R APPROVED STAKE MATERIAL ~ e. -~ ........ ~ .... ~ ... ,!IP' .... -... ,,,____ ALL STAKES SHALL BE DRI\/EN OUTSIDE TI-iE EDGE Of lHE ROOT BALL !l ASSURE THAT THE BG\RIIIG SURFACE OF THE PROlECTI\IE COlf[ltlNG OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM QF 12 MM (D,5 ltt). REMOVE All STAKING AS SOON AS THE TREE HAS GROWN SUf'flCIENT ROOTS fC, OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO 6E STAKEO. STAlES SHALL BE REMOVED NO LATER THE ENO OF THE FIRST GROVllNG SEASON AFTER PlANilNG, TREES HORIMUY 00 NOT NEEL• TO llE STAKED M'IO STAKING CAN BE !-ARMFUL 10 THE TREE. STAKING 5HOULO BE DONE ONLY WITH lttE *'PROIIAL. Of lttE \.JI.NOSCAPE ARCHHECT 1F lT IS EXPECTED TilAT THE lREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FCLLOWING ARE REASONS WHY TREES 00 tmT REMAIN STRAIGHT. o TREES WITH POOR -OUAUff ROOT BAU.S m ROOT BALLS T "IAT HAVE BEEN ~PACKED OR OM!AGEO. REJECT RATHER H\N SIME. o TREES THAT HA.VE GROWN T:JO CLOSE TOGEriER IN TI-1E NURSERY, RESULTING IN WEAK TRUtlKS. REJECT RATHER THAN STAKE. o PLANTING PROCEOURES TI-IAT 00 NOT Af)EQUAffiY TIIMP SOILS AflOUNO TH( ROOT BALL CORRECT THE PUINTING ?R<JCEDURE. o ROOT BALLS PLACED ON SCH SOIL TAMP SOILS UNDER R•JOT BALL PRIOR TO PlA'ITINC. o ROOT BALLS WITH VER'!' SANDY SOil OR '.i:R'f WET CLAY SOL, STAl<ING ADVISABLE. o TREES LOCf.TED !N A Pl.ACE Of OOREMELY WINDY CONDITIONS. STAKING ADVISABLE. l~OTES t. Pl£AS( REFER TO INTRO DUG I ION MIO USE CRfTERIA PRIOR TO USING THIS DETAIL. 0 TREE STAKING DETAIL -TREES 75MM (3 IN.} CALIPER OR LESS STAKE TREES ONL'l UPON TI-IE APPROVAL OF THE lANOSCAPI: ARCHfTECT SEE STAKING OO"Nl.4 WRAP TR€E TRU~KS ONLY UPON THE APPROVAL OF THE lAHOSCAPE ARCHHECT. SE£ W!W'PING DEf.'JL MARK THE NORTH SIOE OF lHE TRE·~:;;;-------IN THE NURSERY, /IND ROTATE TREE TO F,I.CE NORTH AT THf: SITE WHEN EVER POSSIBLE. SET TOP Of ROOT SAU_ rLUSH TO GRAD;: OR 25-50 MM \1-2. IN.) HIGHER IN SLOWLY ORA NING SOILS. 50 MM (2 IN.} MULCH. 00 NU PLACE MULCH IN CONTACT WrTH TREE TRUNK. MAit-HAiN THE MULCH WEED-FREE FOR A MINIMUM OF THREE YEARS Arn.:R PLANTING. NOTE: FOR DIMENSIONS OF PLANTING AREAS TiPES OF SOIL AMENDMENT~1 OR SOIL REPLACEMfNT, SEE "SOIL IMPROVEMENT DEfAILS. "OTES TAMP SOIL AROUND ROOf B~LL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT 8ALL DOES NOT SHIFT. I. PLEASE REfER TO lHTRODUCTION ANO USE CRITERIA PRIClR f,) USING THIS DETAIL. TREE PLANTING DETAIL -B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES n-tr THE PLANTING SPACE IS LARGER THU! 2400 MM (B FT.) SQUARE, OPEN T:l THE SKY, ANO NOT COVERED 3Y ANY PAVJNG OR GRAllt-iG. PLANTING SCHEDULE SYMBOL PLANT NAME QUANTITY -LEYLAND CYPRESS 23 THUGA PLICATA SIZE 5'-6' REVISIONS REV#l REV#2 REV#3 REV#4 REV#5 u z 1--l f-z WW L> o_ D D~ _J l'.J w > w H >- f- ~ w w~ l'.J 1--l H _J 1--l BY '° C) C) C) o_ (Y) C) _J 0 z w _J 1--i LL >- I-z =r ~ w ~ <[ _J D ·' .{ ,.,, u NORTH DATE: 7-04 SCALE, 1'=10' DRA 'v,/N: JOB: SHEET: 1 of 1 KING COUNTY LANDSCAPE PLAN APPROVED /. KING COUNTY RECREATION PLAN APPROVED ITS) ~: ~ ~ ij ~ ~ ~ LIBERTY GROVE Lill JUL 30 2004 RECREATION {o·vr'=> DATE Y ~1U o g lf.l ·!a· S, DATE K.C. D.D.E.S. SPACE PLAN OF SHEETS L04M 1011, LUA-o8-L2 l 5 136th s? (EX STIN ... \, . 4". . 4 ; . <1 <1 4 " •;, <1 ·4 I " 4 J <1 4 8 * -* ® _, / \ SPO T CO 30 x60' T \ \ \~ '~ ~ _),~ • \ ® / I 100' ~ J * I ( PLAY FIELD I * • 50'x'too· ® 0 l() I ( I ~ 100' J 12'±-TYP * EYLAN CYPRESS ~~ ® 5'-TY /6 TRACT "A" RECREATIONAL SPACE PLAN 1. TOTAL AREA REQUIRED: (36 LOTS) x (390sf/LOT)= 14,040 sf TOTAL AREA PROVIDED= 22,931 sf 2. TOTAL PLAY AREA REQUIRED: (36 LOTS) x (45sf/LOT)= 1,620 sf TOTAL PLAY AREA PROVIDED= ---sf 7 RECREATIONAL SPACE PLAN NOTES: RECREATIONAL FACILITIES (D @ @ © @ PROVIDE PLAY FACILITY -PACIFIC OUTDOOR PRODUCTS WS-573 OR EQUIVALENT COMMERCIAL PICNIC TABLE -PACIFIC OUTDOOR PRODUCTS PT-35 OR EQUIVALENT PROVIDE BENCH-PACIFIC OUTDOOR PRODUCTS BP-25 OR EQUIVALENT PROVIOE A 30' x 60' SPORT COURT WllH BASKETBALL HOOPS AT ONE END. COURT TO BE HARD SURFACE WllH STRIPING. PROVIDE GRASS SEEDING WllHIN lHIS AREA ® . 0 1.{) ' I I I \ \~ . ' \ PICNIC AREA \ \ \ \ ~ \ \ PLAY AREA =2 3~':'-,.,sf \ ' "' . .j .L (1,620sf MIN) \ . \ \ ~--y- \. 25' 8 GENERAL NOTES: ® (J) @ ® PROVIDE A 5' PAVED WAU<.WAY FROM lHE BACK OF lHE SIDEWALK TO lHE PLAY AREA AREA WllHIN PLAYGROUND EQUIPMENT AREA TO BE SURFACED Willi 4" HOG FUEL SlREET lREES TO BE PROVIDED AS A PART OF ENGINEERING PLAN APPROVAL & BONDING 6' HIGH CEDAR FENCING BETYIEEN LOTS 5 lHROUGH 8/lR "A" iBOUNDARY FENCE TO BEGIN 20':I: FROM ROW. lHIS FENCING WILL BE INSTALLED AT lHE TIME lHE HOUSES ARE CONSlRUClED AND IS lHEREFORE NOT A BONDING l"!EM FOR lHE REC SPACE PLAN. \ ® U) ;i:J ~ rr, • rr, H-...., I ...., ;;o -< rr, "lJ rr, U) 4 . <1 ~ A". : " <1 . " ·<1 4 . <1 " 4 <1 ·4 '.IJ .. 4· " <1 . . " <1 ~ (J) w (J) w u u <C w u~ :s =:) o__ (J) l--\----tt----1-1 ·1.i· <1 •• 0 z N (0 _<1 4 \ 4 4 " '4<1 PLANTING SCHEDULE SYMBOL PLANT NAME * LEYLAND CYPRESS THUGA PLICATA . " ·<1 <1 . 4 ·4 4 4 .. " 4 . ·<1 .. 4 <1 . 4 4 QUANTITY 36 WFlE OR CM!LE SIZES SHil.LL BE f.S FOLLOWS: TREES UP TO 65 MM (2.5 IN,l CALIPER -14 GAUGE TREES 65 MM (2.5 IN.) TO 7S ijM (3 IH.) CALIPER -12 GAUGE TlGHlEN WlRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPING. AllOW FOR SOME TRUt.K MOVEUENT, PLASTIC HIJSE SHAU. BE LOIJG ENOUGH TO ACC0;1M0DATE J5MM {1.5 !N.J or GROWHl Nm BUFFER All. BRANCHES FROM THE WI~£. 1UCK ANY LOOSE ~NDS OF THE WIRE OR CA8l£ \t{fO THE WIRE W~P SO THAT NC SHARP WIRE E'lDS ARE EXPOSED. 13 Mid (0.5 Ill.) DIAM. - PLASTIC HOSE G~lVANIZEiJ !MRE ,:JR CABL£ TWIST WIRE TO TIGHTEN. 240 x 40 MM (1.5 X 1.5 IN.) ___ _,/ HARDWOOD STAKES OR OlHER AFPRO\IED STJ\KE MATERIAL All STAKES SHALL BE ORN£N OUTSIDE TrlE EDGE Of THE ROOT BALL ASSURE 11-to\T lHE llEAR,NG suR=AcE OF THE PRO'TECTI\IE COVERING OF THE WIRE OR CJ<BLE AG/\INSf Tl1E TREE TRUNK IS A MINIMUM Of 12 MM (0.5 It). REMOVE ALL ST.A,KIMG N3 SOON IS THE TREE HAS GROWN SIJFF1Cl8ff ROOlS TO OVERCOME TI-IE PROBLEM WAT REQUIRED TH[ TREE TO 9£ STAKED. STA!l:~S SHM.l. BE REMOVED NO LATER THE END Of THE ARST GROWIN3 SEASON ITTER PLAfHING, TREES IIORIJfilY CO NOT NEE[) TO BE STAKED ANO STAKING CAN BE IV.JU,IFIJL TO TtlE lREE. STAKING SHOULD BE DONE ONLY WITH 11--IE .APPROVAL OF TttE LAIIOSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT rISELf. lHE fClllOWlNC AR:'. REASONS WHY TREES DO NOT REMAIN STRAlGl-rr. o lREES WITH POOR -QUAUW ROOT BAllS 0~ ROOT QALLS t-\AT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER T-IAN STA<E. o TRE::S T~T HA'IE GROWN JOO CLOSE TOGE'"HER IN THE NURSERY, RESUL11NG IN WE.I\K TRUt;KS. REJECT RATI--IER lllAN STMIE. o PlJ.llllNG PROC~OURES lHAT DO NOT AOEOUATEI.Y TAMP SOILS AROllND Tt\E ROOT B/\1.L CORRECT THE PLAITTlNG PR-JCEOURE. o ROOT BAL.LS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLA\ITING. o ROOT M.1.S WITH VERY SJINDY SOIL OR \'ERY WET CLAY SOL. STN<ING ADVISMILE. {l TRE::s LOCATED IN .,\ PLACE OF EXTREMaY WINDY CONDmONS. STAKING ADV ~LE. NOTES I. PLEASE RErER TO INTRODUCTION ANO USE CRnERIA PRIOR TO USING THIS DETAIL TREE STAKING oaAIL -TREES 75MM 3 IN. CALIPER OR LESS ~E lHE lREE AT PLANTING. VER UMBS.,_ CO-DOMll'W-IT OR OEAu BRANCHES • LATERAL BWlCHES 0 NOT REMOVE CHES THAT OGE OF ntE CROWN. STAKE TREES ONLY UPON THE Af'PR<J,/AL OF THE LANDSCAPE A.'l:CHITECT SEE STWG !EA'l.. WRAP TREE TRUN"<S ONLY UPON THE APPROVAL OF TH[ LANDSCAPE ARCHllECT. SEE WRAPPING Dl:.lAIL f.WlK THE NORfH SIDE OF TI-E TRE IN THE NURSERY, AND ROTATE TREE'"";,;;---------EACH TREE MUST BE PI.NfTED SUC1 TWIT 10 FACE NORTH ,IT THE SITE WHEN. EVER (THE TRUNK RARE IS '/!SIBLE AT THE TOP POSSIBLE. . OF Tl-IE ROOT 0M.L TREES· YIHERE THE TRUNK ~ LCH! G FLJiRE IS NOT VlSlBLE SHALl BE REJECTED. SET 10P OF Roa·,· BAIJ FtUS:.t TO 1800 MM 6 ff. OIAf,r. MIN. DO NOT COVER lHE TOP OF THE RIJ01 GRACI~ OR 25-50 MM 1-2 l't) 400 MM (8 .) D • PREFERRED BALL WITH SOIL HiGHER IN SL:'lWLi' OJ1 NING SOILS. 50 M~ (2 !NJ MULCH. DD NO PLACE MULCH IN CO'fTAl:T ~.'nH TREE TRUNK. IJ)JNTA!N THE MULCH WEEO-F:lEE FOR A MIN1MlJM OF Tt,;REE YEARS AFTER PLANTING. NOTE: FOR DIMENSIONS OF---' PlANTING AREAS lYPES OF SOIL AMENDMENT~, OR SOIL REPlACEMENT, SEE "SOIL IMPROVEMENT DETAILS." Pl.ACE ROOT BALL O'I UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FlRMLY WITH FOOT PRESSURE SO THAT ROOT SALL DOES NOT SHIFT. 1. PLEASE REFER TO ,~1moouc10N ANO USE CRITERIA PRIOR TO USING THIS DETAIL SIZE 5'-6' ·. TREE PLANTING DETAIL -B&B TREES IN ALL SOIL TYPES MOTE: THIS DETAl'. ASSU!tES THA-THE PLAITTING SPACE IS LARGER lliAN 2400 Ml~ (B FT.) SQUAAE, OPEN 'F:l THE SKY, AND NOT CO\IERED •3'( N« PAVING ··JR GRAT NG, KING COUNTY LANDSCAPE PLAN APPROVED DATE REVISIONS BY REV#! REV#2 REV!t3 REV#4 REV#5 'iiJ~a Ji·lf JiPj 11 1Ut1HJ11 ~J11flf. l 1:-a, "' (/) ~ "' I -" " . ~ Q) z ~ C '1:1 ~ ill O[ a, -0 ! '- 0 ~. 0 Ill 0 'O a, 2§ o-l N 0. ..., ~~ ~ "!~ 1 16 \Q ru "' " ii, ru I C -i ~ Q. ... Ln u C) (/) C) z ~ C) 1-t Q_ D (Y) "" ~ C) f-LJ _J z 1--l w f-0 ~ z z o_ D w D u _J __J 1--1 LL w w > > (/) w D w H O::'.: r:::i LJ r:::i w LJ >->- H f-I-z 1-t O::'.: :=) O::'.: w D w P=l u ~ 1--l <[ _J l:J _J z 1--1 ~ NORTH DATE, 6-04 SCALE: 1'=10' DRA'v/N, JOB, 1 of 1 ITS) [Et LE ij ~-LE ~-DAYBREAK llll 'JUL 30 2004 ~ RECREATION. SHEET: K.C. D.D.E.S. SPACE PLAN OF 11 SHEETS ____________________________________________________ _______: ____ ~------~-------- General Structural Notes (THE FOLLOl"IING APPLY UNLESS 5HOl"IN OTHERl"IISE ON THE DRAl"IINGS.) GRITERIA ALL MATERIALS. ~ANSHIP. DESIGN. AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS. SPECIFICATIONS, AND THE INTERNATIONAL 61JILVING GODE ( IBC). 2003 EDITION. DESIGN LOADING CRITERIA: SEE GEOTEC.HNIC.AL SECTION STRlJC.TURAL DRAHINGS SHALL BE USED IN GONJUNC.TION HITH C.IVIL DRAWINGS FOR BIDDING AND GONGRETE @ @;> CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE HITH !BC SECTION 1'105 AND AC.I 901. STRENGTHS AT 2fl DAYS AND MIX CRITERIA SHALL BE AS FOLLOHS, MIX SPECIFIC.ATION COMP. TEST MAX. MAX. MIN. MINIMUM STRENGTH AGE AGGR. we AIR FLY ASH MIN. GONS1RIXTION. GONTRAC.TOR SHALL VERIFY DIMENSIONS AND WNDITIONS FOR GOMPATIBILllY AND SHALL (PSI) (DAYS) SIZE RATIO GONTENT ( lbs.ICU. YD.) SLUMP NOTIFY C.IVIL ENGINEER OF ALL DISC.REPANC.IES PRIOR TO GONSTRIJC.TION. GONTRAC.TOR SHALL BE RESPONSIBLE FOR ALL SAFElY PRECAUTIONS AND THE METHODS, TEc.HN I GUES. SEGUENC.ES OR PROc.EDURES REGU I REV TO PERFORM THE HORI( GONTRAC.TOR-INITIATED C.HAN6E5 SHALL BE SUBMITTED IN HRITIN6 TO THE C.IVIL AND STRlJC.TURAL ENGINEER FOR APPFINAL PRIOR TO FABRICATION OR WNSTRlJC.TION. C.HAN6E5 SHOHN ON SHOP DRAWINGS ONLY HILL NOT SATISFY THIS REQUIREMENT. DRAl'IINGS INDICATE GENERAL AND lYPIC.AL DETAILS OF WNSTRIJGTION. M!(E CONDITIONS ARE NOT SPECIFIC.ALLY INDICATED BUT ARE OF SIMILAR C.HARACTER TO DETAILS SHOHN, SIMILAR DETAILS OF WNSTRIJC.TION SHALL BE USED, SUBJEC.T TO REV!Eli AND APP'f<lNAL BY THE C.IVIL AND THE S'TRIJGTURAL ENGINEER. SHOP DRAWINGS FOR REINFoRGING STEEL SHALL BE SUBMITTED TO THE C.IVIL AND STRlJC.TURAL ENGINEER FOR REVIEli PRIOR TO FABRIC.ATION OF THESE ITEMS. CONTRAC.TOR SHALL SUBMIT HALL ELEVATION DRAWINGS OF AT LEAST 1//}" = I' -0" SC.ALE INDIC.ATING LOC.ATIONS OF GONNEGTION EMBEDMENT5 AND HALL OPENINGS FOR REVIEli PRIOR TO • GONSTRlJC.TION. WNTRAC.TOR SHALL COORDINATE HITH REINFORc.EMENT SHOP DRAWINGS. DRAWING REV!Eli: DIMENSIONS AND QUANTITIES ARE NOT REVIEHED BY THE , /' EN NEER OF RECORD AND THEREFORE MUST BE VERIFIED BY THE GONTRAC.TOR. THE D7~ NTRAC.TOR SHALL REVIEH AND STAMP DRAWINGS PRIOR TO REVIEH BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE WPY. THE REPRODUCIBLE SHALL BE MARKED AND RE1URNED. SHOP DRAWING SUBMITTALS PROc.E55ED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE GONTRAC.TOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE GONTRAGTOR UNDERSTANDS THE DESIGN WNc.EPT BY INDIC.ATING HHic.H MATERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRIC.ATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANC.IES. OR CONFLICTS BETHEEN SHOP DRAl'IING SUBMITTALS AND THE WNTRAc.T DOC.UMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER, SHOP DRAWING SUBMITTALS ARE PROc.ESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFIC.ATIONS SHALL CONTROL AND SHALL BE FOLLOHED. INSPECTION: CONCRETE GONS'TRIJC.TION, EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPOXY GROUTED INSTALLATION SHALL BE SUPERVISED IN Ac.CORDANC.E HITH SECTION 1101 OF THE UBC AND THE PROJECT SPEC.IFIC.ATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OHNER. THE CIVIL AND STRUCTURAL ENGINEER SHALL BE FURNISHED HITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. I ISEOTEGHN I GAL o '? So ~ -z,:{ 1 FOUNDATION NOTES: 5UB6RADE PREPARATION INCLUDING DRAINAGE. EXCAVATION, COMPACTION, AND 4.000 2e SITE RETAINING HALLS: e· to 12" STEM i• 4 0.45 MIX SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMP INDICATED. 5" we REFERS TO HATER/GEMENTITIOUS MATERIAL. CEMENTITIOUS MATERIAL MAY BE CEMENT AND FLY ASH. THE MINIMUM AMOUNTS OF C.EMENTITIOUS MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL THO HEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, HATER AND ADMIXTURES, AS HELL AS THE HATER-CEMENT RATIO, SLUMP, WNORETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACWRDANC.E HITH AC! 91/}-Gf'l, c.HAPTER 5. REVIEH OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED GONFORMS GENERALLY HITH WNTRACT DOC.UMENTS. WNTRAc.TOR OR SUPPLIER MAINTAINS FULL RESPONSIBIL!lY FOR SPECIFIED PERFORMANCE. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT 51), GRADE 60. fy = 60.000 PSI. EXCEPTIONS, BARS SPECIFIC.ALLY NOTED AS SUCH ON THE DRAWINGS SHALL BE GRADE 40 fy = 40,000 PSI. GRADE 60 REINFORCING BARS l'iHIC.H ARE TO BE HELDED SHALL WNFORM TO ASTM A106. REINFORCEMENT WMPLYING HITH ASTM Af>15(SI) MAY BE HELVED ONLY IF THE WNTRACTOR SUBMITS MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE HITH HELVING PROc.EDURES SPEC.IF!ED IN A.N.S. VI .4. REINFORCING STEEL SHALL BE DETAILED ( INCLUDING HOOKS AND BENDS) IN Aec.ORDANC.E HITH AG! 315-'12 AND Ble-<t<t. LAP ALL WNTINUOUS REINFORc.EMENT (#5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE WRNER BARS AT ALL HALL AND FOOTING INTERSECTIONS. LAP CORNER BARS (#5 AND SMALLER) 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN Ac.c.ORDANCE HITH AC.I 31e-<t<t, CLASS B. LAP ADJAc.ENT MATS OF HELVED HIRE FABRIC A MINIMUM OF/}" AT SIDES AND ENDS. SEE TABLE OF 20/51 FOR BARS LARGER THAN #5 NO BARS PARTIALLY EMBEDDED IN HARDENED GONGRETE SHALL BE FIELD BENT UNLESS OTHERHISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOHS: FOOTINGS AND OTHER UNFORMED SURFACES GAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, 3" FORMED SURFACES EXPOSED TO EARTH ( I . e. HALLS Baott GROUND) OR TO l'IEATHER ( #6 BARS OR LARGER) ( #5 BARS OR SMALLER) I WLUMN TIES ( OR SPIRALS) AND BEAM STIRRUPS SLABS AND HALLS ( INTERIOR FACE) GREATER OF ( BAR DIAMETER PLUS I /e I J or FILLING REQUIREMENTS, SHALL CONFORM STRICTLY HITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT.OR AS DIRECTED BY THE GEOTEc.HNIGAL ENGINEER. FOOTINGS SHALL BEAR ON FIRM, UNDISTUF!BED EARTH OR CONTROLLED, COMPACTED S1RIJGTURAL FILL. AT LEAST 1e 11 BaOl'I LOHEST ADJAc.ENT FINISHED GF'.ADE. FOOTING DEPTHS/ ELEVATIONS SHOHN ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FlaD mRKING H!TH THE General Notes TESTING LAB AND 6EOTEc.HNIGAL ENGINEER. BACKFILL BEHIND ALL RETAINING HALLS HITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE 6EOTECHNICAL REPORT. ALLOHABLE SOIL PRESSURE (NATIVE or STRUCTURAL FILL) SOIL DEN5I1Y GOEFFIGIENT OF FRICTION LATERAL EARTH PRESSURE, ACTIVE (YiaDING) LATERAL EARTH PRESSURE, PASSIVE 3,000 PSF 120 PCF 0.35 35 PGF 250 PCF 6EOTEc.HNICAL REPORT REFERENCE: !BC c.HAPTER le. OHMER SHALL VERIFY ASSUMED VALUES PRIOR TO PLACIN5 GONCRETE. ** CONDITIONS OF PERMIT I APPROVAL ** DATE: 9/10/2004 Project No: L04SR0.55 Location : Liberty Grove Plat 13644 1601h A VE. SE Concrete Retaining·Walls within storm watef pond COMMERCIAL COR. / ORDINANCE 0001 -GENERAL: 1bis correction sheet is an abridged version of code requirerrients and is a review aid only. 1l shall not be used in lieu of the Uniform Building Code, Uniform Mechanical Code, Uniform Fire Code, or any King County regulation or state law. Corrections noted below are part of the approved plans and shan·_remain attached to them at all times. The approval plans and specifications does not permit the violation of any seqtion of the Uniform Building Code, Uniform Mechanical Code~ UniformFire ' Code, or any King County regulation or state law. Correctiops as indicated below, along with the unchanged information shown on the drawings, must be complied with. In addition, since this correction sheet is a review aid, it shall not be used in lieu of the above mentioned codes, regulations; and laws. Therefore, code compliance with all noted applicable code sections on this correction sheet, as well as other applicable code , sections not specifically noted, shall be required. The approved plans shall not be changed, modifiei:J, or altered without authorization from the building official. The approved plans are required to be on the job-site. Section 106.4, U.B.C. 0348 -SPECIAL INSPECTION: a) Approyal of Special Inspection Service shall be obtained from the Land UseServices , Division, Devdopment Inspection Unit, prior to construction. Section 1701, U.B.C. b) Submit field i.ti:Jp~ction reports, test lab. reports and final reports to the Land Use · Services Divh,ion, Development Inspection Unit in compliance with Section 1701, U.E.C. c) Provide the following special inspections ( to comply with Section 1701, U.B.C. ): 1) Concrete work. . 2) Concrete reinforcing steel placing. ., --" -~---'-:,_:_ __ ,; '-'<'.\-, 0350 -SPECIAL INSPECTION: Provide special insp:ction by Geotechnical Engineer of Record for compliance withso ·1 · report recommendations. Su?mit field inspection· reports, test lab. reports and final 1 re~orts to ~e Land Use Servtces Division, Development Inspection Unit · li . with Section 1701, U.B.C. , lil comp ance The follow~g items shall have special inspection: l) Excavation and foundation subgrade preparatioll' and soil bearin 1 d · confirmation (3000 PSF). , g oa capacity 2) Wall later~ load design soil parameters confirmation. 3) Back.fill s01l materials selection and compaction 4) Installation of drainage system behind walJs. · 0357 -SPECIAL INSPECTION: Any fill emplaced under footings, slabs, or other foundation ;1~::: :S";~~~~:~~d by a special inspection as having been compacted t<;> at least 0366 · SHOP DRAWING· E · f · , ngmeer o record shall reVIew and approved all sho dr · approved copy shall be submitted to the Land Use·Services Divi . D p I awmgs. An Inspection Unit. Section 106.3.4.2, U.B.C. . smn., eve opment 1) Concrete mix designs. 2) Reinfoicing steel. 8 MINIMUM STRAIGHT DEVELOPMENT LENGTH ( Ld ) f 1, = BOOO PSI f'c; = 4000 to 5000 PSI BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS #4 22" 11" l<f" 15" #5 21" 21'1 2911 1e,11 0 MINIMUM LAP SPLICE LENGTHS ( Ls) (CLASS BJ f'c; = 4000 to 5000 PSI f 'c; = BOOO PSI BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS #4 28" 22" 24" I<!" #5 :35" 21" 90" 2:3" "TOP BARS" ARE HORIZONTAL BARS l"IITH MORE THAN 12'1 DEPTH OF CONCRETE CAST BELOl"l THEM. IF CLEAR C,ONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER-TO-CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 4:3%. (ii0 MINIMUM EMBEDMENT LENGTHS ( Ldh J FOR 5TANDAl<D END HOOKS \'.V A for general uses, BAR SIZE #4 #5 f'c. = BOOO PSI f1, = 4000 to 5000 PSI 8 11 1" 10" Gf" I. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2!12". 2. END COVER FOR '10' HOOKS MUST BE EQUAL TO OR GREATER THAN 2". Reinforcing Splice & Development Length Schedule 7 REINF. PER 1/51 • 1:35' BEND TYP. Corner Bars 1 CORNER BARS TO MATCH EXTERIOR HORIZ. REINF. 24" LAP. • r\ ADDITIONAL IN CORNER ,. " VERT. BAR Corner Bars 2 0 " "' oc w w 13 15 COLLONS ENGINEERING 195 Front Sleet N • Issaquah, WA 98027 p: 425.369.1101 • f: 425.369.1157 email: bryancollons@comcast.net I 1-------------+-------------'-----15 E HORIZ. REINF. PER 1/51. TERMINATE AT ML FAC,E l"IITH STANDARD HOOK. ADD CORNER BAR PER 4/51 AT OUTSIDE FACE • 12 '---ADD'L CORNER REINF. MATCH SIZE AND SPACING OF HORIZONTAL REINF. CALLED OUT IN SCHEDULES DOUBLE C.URT AIN Corner Bars 3 T.O.~. = 469.0' (2)#5 nA TER LEVEL VARIES ~ ELEV. 456.00 1 -462.10 1 #4@ lfi1'o, ~ EACH FACE 9 #5@ 18'o, .,.. EACH FACE #5@ '1 110, EACH FACE WSTND. HOOK I B'-0" MIN. 1 9 MIN. 'U -IITEIII ~" 111 t=:11 z ::E '" D!' = C) ..l _, \,,) <'I 2'-4" -'fN I • • ~ l. (ff • ~ \,) (2)#5 IN KEY '0,,1 = U) 2'-0" • • . • • • I= • ' ., fU l'-0" 51.011 HORIZ. 4 VERT. REINF. PER 1/51 STOP ONE-HALF OF HORIZ. BARS AT JOINT. • ADD'L VERT. REINF. BAR EACH SIDE OF JOINT __ __, NOTE, • • • • JOINTS SHALL BE SPACED 24'-0"oc; MAX. CONTRACTOR TO SELECT AN EVEN PATTERN. • Crack Control Joint 4 n • u C: - ti ·-----------------------1§ • • ' -" • • • • ... b I -l~ic,-; QarMQ 00 001 :.;00 ,p oo ooj~ \loo \)~O oo ~~~ ~I~ , l~"CLR \ i---- b I """ 21-011 SOIL GRADE VARIES ELEV. 460.00 1 -462.10' --IIEIIII PROVIDE FREE-DRAININ MATERIALS OR MIRA-D --r;>1:r ~ #5 X 11 jl@ RECEl'fEO AU\.i O 2 20C4 KING ~ou~nY loANQ IJSis S~RVIGl:.S 20"oc. TOP 4 00 TTOM I I "/"'/ I Qotl, • . ,. / o--...... i':to (6)#5 FOOTING DRAIN. H#I ~o \ = TIE TOM @o> = C) I - 21-0" ~p(- Reinforcing Splice & Development Length Schedule 8 ~ oc w on g ~ ~ ~ :,; z " i!i C ~ is is F :,; ~ 0 z <ri ~ i >--g " -0 /; -Q.. ~ .w CIJ E " u..c ... °' .~ 0 u. 0 ·-..... 0 ct --1 VJ iJ! " i--------- }-NO. DATE REVISION i'! O 1/2'2/04 For Permit 8 -------- (§ ~--------- .! ~-------- :,;-------- ~--------- ~--------- -< ~---------~---------n. SHEET TITLE : Site Retaining V'ialls .... 6 ~ 8 ~ z ~ ---------8 04-052 ~ JOB NO~ TKE ~ DRAWN: ~ ~ BLC a:: DESIGNED: ~ 1/15/04 ffi DATE: z " 15 SHEET NUMBl:R: S1 _J \ LEGAL DESCRIPTION: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION NO. 6846, RECORDED UNDER RECORDING NO. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADJOINING PARCEL OWNERS (500' RADIUS) 142305 9009 -David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 142305 9019 -Marilynn E Carlson, 13616 156TH AVE SE RENTON WA 98059 142305 9022 -Robert Mair, 13606 156TH AVE SE RENTON WA 98059 142305 9042 -Don & Diane Kezele, 15657 SE 137TH PL RENTON WA 98059 142305 9043 -Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 142305 9058 -Mark E & Barbara A Nichols, 13815 160TH AVE SE RENTON WA 98059 142305 9101 -John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 -Larry E Bryant, 15671 SE 139TH PL RENTON WA 98059 142305 9112 -Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 145750 0070 -Morris O & Holly A Johnson Jr., 2635 REDWOOD ST ANCHORAGE AK 99508 145750 0095 -Steven P & Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 145750 0096 -Edward & Sharon Bowden, 3939 SE 10TH PL RENTON WA 98058 145750 0097 -Jesse & Erin Thatcher, 13817 162ND AVE SE RENTON WA 98059 145750 0100 -Danny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 -Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 -James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 -Cristian A & Elisabeth H Bosancu, 13609 164 TH A VE SE RENTON WA 98059 145750 0128 -Terry Gene & Dawn Marie Drake, 16223 SE 136TH ST RENTON WA 98059 145750 0135 -Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 -Keith L & Ann E Miya, 223 BREMERTON AVE SE RENTON WA 98059 200600 0010 -Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 -Richard A & Michael E Knapp, 13412 160TH A VE SE RENTON WA 98059 200600 0030 -Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 20060D 0040 -Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 -Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 -John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 200600 0130 -Gordon R & Sultana Robertson, 16032 SE 135TH ST RENTON WA 98059 20060D 0140 -Robert A & Lori Davies, 14 708 30TH AVE NE SEATTLE WA 98155 200600 0150 -Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 -Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 -Peggy Ann Streit, 13512 160TH A VE SE RENTON WA 98059 200600 0180 -Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 -Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 -Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0280 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0290 -Linda R Sult, 16022 SE 136TH ST RENTON WA 98059 200600 0300 -Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 -Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 -Florence Nott, 15915 SE 134TH PL RENTON WA 98059 366450 0126 -Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 -Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 -Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 -Patrick D & Kelly L Behr, 15914 SE 134TH PL RENTON WA 98059 366450 0133 -William Johnson, 15902 SE 134TH PL RENTON WA 98059 366450 0135 -Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 -James Duke, PO BOX 2262 RENTON WA 98056 366450 0260 -Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 -Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 -Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 -Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 -Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 -John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 -Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 -Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 -Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 -Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 -James Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 -Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 -Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 -Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 -Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON NOTES: 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. ~:r· PlJlE.MORROW P.L.S. No. 22962 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED /DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DATED FEBRUAURY 6, 2003. 7. SUBJECT TO WATERLINE CONSTRUCTION COSTS AGREEMENT RECORDED UNDER RECORDING No. 8003200605. 8. SUBJECT TO THE RIGHT TO MAKE NECCESSARY SLOPES FOR CUTS OR FILLS RECORDED UNDER RECORDING No. 7908160751. 9. SUBJECT TO THE TERMS, CONDITIONS, COVANENTS AND EASEMENTS, IF ANY, CONTAINED IN KING COUNTY ENGINEERING SUBDIVISION RECORDED UNDER RECORDING No. 9410250673. 10. SUBJECT TO CERTIFICATE OF FUTURE CONNECTION RECORDED UNDER RECORDING No. 9508301698. I, 10 11 F~ 12 <t > ;£ <( SE 128TH . SlREEf A w "' > t w I "' w ; "' ~ <( 14 >-"' <O - I" 13 0 SE 136TH ST z "' 15 SITE~ w w "' -L ~ER1Y U) H.S. > "' <( > <( SE 14 " ST ~~ e," -' MAPLE wooo >- V) HEJC eTS ,::: PA K ;E 144TH ST /' / I --.~) RENTON "".,o.J F1SH AND -....._ J GAME CLUB r=~CEjj_iDAR~-t},ta,;-_jf ~""~-,_,1·149TH rl..)Y ~ AREA 24 RIVER / '~' "'"-23 REGIONAL l 'i!:bf,;;, ~ 'fl / ~?-.~~ 22 ~--~~ SITE INFORMATION: DEVELOPER OWNERS ENGINEER/SURVEYOR PARCEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE PROPOSED DENSITY SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV MAJ\£: VAll£ ROAD VICINITY MAP Scale: 1" = 1 /2 MILE LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX (425) 228-7232 PLATI FAMILY REVOCABLE LIVING TRUST, DAVID S & GEORGIA PLATI, TUSTEES 510 E PANORAMIC DRIVE CAMANO ISLAND, WA 98282 (360) 387-1978 VIRGIL E. & WILLIAM J. BOWEN REVOCABLE LIVING TRUST WILLIAM J. BOWEN TRUSTEE 13644 160th AVE SE RENTON, WA 98055 ( 425) 255-5807 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-2200 FAX(253) 333-2206 ·- 145750-0085, -0090 7.89 ACRES 22,931 SF± 36 SINGLE FAMILY RESIDENTIAL/DETACHED 4.56 LOTS PER GROSS ACRE CITY OF RENTON KING COUNTY WATER DISTRICT NO. 90 ISSAQUAH SCHOOL DISTRICT No. 411 R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY COMCAST ,..i...-.-;_.,.~ • I 1. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3, 2003 1 ~~• n DALEY MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 ~~~ -i, Ir\ ~1 ENGINEERING -SURVEYING ..., , LAND PLANNING lncorporoted REV. NO. OAT£ CW/( Pl/01('7 """"' If( R VL '~ 0£SCRtPnoN LAKERIDGE DEVELOPMEITT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE INFORMATION . P.PPROVED NTS ""'"NC014 70PPGRCON SHEET _1c___ 11,,,,...,._..,.._,,...,,........, .... ...,..,..,....,_..,..,_,... ... _..,...,._.,....,....,.,.. _ _,...,_.., .... _.,.. __ ...,.,..._,..,. _ _._..,..,_,_,...,.....,..,.....,_ .. ....,.,..,_,__, __ ,..._,_. ___ ...,....., _ _.._ ... _.,....,..._...,._ ... ._,__....,_....,.__...,,_ _ _....,._,. ____ j~======::...L_,.....,._,.,_~--.... .-... ,_ __ _,, ... .,..,_ .... .[;:::]1re41'-1.....l.. .. ""',..'.;,10;;;.,,;M;:,;A;,;.R~0;;'.3"':'"'4"JOB/~-...;;;,01;,;4~7_;;;0..,...,...J..:°'~~3;;;;;;;;,J Wf\-Of-12..I ______ _.._,_._ ... ...,.,._,_ .... ...., ___ _. _____________________________________________________________________________________________ ...,,_..,.,._,_ ________________ .,w: iiliw·e:mauw ,~·;i...-.~~~1 LEGAL DESCRIPTION: LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1 LYING SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, 1969 IN KING COUNTY SUPi RIOR COURT CAUSE NO. 691199, ALL IN ,JANNETT'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. ADJOINING PARCEL OWNERS 142305 9009 -David A Nyblom, 13606 158TH AVE SE RENTON WA 98059 142305 9019 -Marilynn E Carlson, 13616 156TH AVE SE RENTON WA 98059 142305 9022 -Robert Mair, 13606 156TH AVE SE RENTON WA 98059 142305 9042 -Don & Diane Kezele, 15657 SE 137TH PL RENTON WA 98059 142305 9043 -Don D Milbrath, 15624 SE 137TH PL RENTON WA 98059 142305 9058 -Mark E & Barbaro A Nichols, 13815 160TH AVC SE RENTON WA 98059 142305 9101 -John R & Georgia C Poague, 15111 SE 43RD ST BELLEVUE WA 98006 142305 9104 -Lorry E Bryant, 15671 SE 139TH PL RENTON WA 98059 142305 9112 -Don D Milbrath, 15624 SE 137TH PL RENTON .,.,1 98059 145750 0070 -Morris O & Holly A Johnson Jr.,• 2635 REDWOuU ST ANCHORAGE AK 99508 145750 0(}95 -. Steven P & Joann E Lee, 13802 160TH AVE SE RENTON WA 98059 145750 0096 -Edward & Sharon Bowden, 3939 SE 10TH PL fsENTON WA 98058 145750 0097 -Jesse & Erin Thatcher, 13817 162ND A VE SE RENTON WA 98059 145750 0100 -Donny M McNair, PO BOX 18914 SEATTLE WA 98118 145750 0101 -Robert C & Carol Lynn Wilmot, 13900 160TH AVE SE RENTON WA 98059 145750 0126 -James J & Deborah McKendry, 16207 SE 136TH ST RENTON WA 98059 145750 0127 -Cristian A & Elisabeth H Bosancu, 13609 164Tl-J AVE SE RENTON WA 98059 145750 0128 -Terry Gene & Dawn Morie Droke, 16223 SE 136TH ST RENTON WA 98059 145750 0135 -Ann M Nguyen, PO BOX 5111 KENT WA 98064 145750 0140 -Keith L & Ann E Miya, 223 BREMERTON A VE SE RENTON WA 98059 200600 0010 -Steven C & Peri A Muhich, 13420 160TH AVE SE RENTON WA 98059 200600 0020 -Richard A & Michael E Knapp, 13412 160TH AVE SE RENTON WA 98059 200600 0030 -Randy L & Bonnie Horner, 13404 160TH AVE SE RENTON WA 98059 200600 0040 -Don M Baurichter, 14025 176TH AVE SE RENTON WA 98059 200600 0050 -Michael L & Necia C Wainwright, 16025 SE 134TH ST RENTON WA 98059 200600 0060 -John E & Elizabeth A Croonquist Sr., PO BOX 2352 RENTON WA 98056 200600 0130 -Gordon R & Sul tan a Robertson, 16032 SE 135TH ST RENTON WA 98059 200600 0140 -Robert A & Lori Davies, 14708 30TH AVE NE SEATTLE WA 98155 200600 0150 -Leonard J Johnston, 16016 SE 135TH ST RENTON WA 98059 200600 0160 -Johnb B & Rosa M Norris, 10516 172ND CT SE RENTON WA 98059 200600 0170 -Peggy Ann Streit, 13512 160TH AVE SE RENTON WA 98059 200600 0180 -Raymond A & Erin D Platz, 14627 160TH AVE SE RENTON WA 98059 200600 0190 -Ronald E Coffin, 16015 SE 135TH ST RENTON WA 98059 200600 0200 -Jolene Maggard, 16023 SE 135TH ST RENTON WA 98059 200600 0210 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0280 -Leroy Nass, 15713 SE 128TH ST RENTON WA 98059 200600 0290 -Linda R Sult, 16022 SE "136TH ST RENTON WA 98059 200600 0300 -Regan Simonson, 16016 SE 136TH ST RENTON WA 98059 366450 0100 -Mary E Hamilton, 15821 SE 132ND PL RENTON WA 98059 366450 0120 -Florence Nott, 15915 SE 134 TH PL RENTON W/\ 98059 366450 0126 -Glenda E Johnson, 13425 160TH AVE SE RENTON WA 98059 366450 0127 -Dale H Nott, 13422 158TH AVE SE RENTON WA 98059 366450 0131 -Alvin R & Wendy S Wood, 13403 160TH AVE SE RENTON WA 98059 366450 0132 -Potrick D & Kelly L Behr, 15914 SE 134TH PL. RENTON WA 98059 366450 0133 -William Johnson, 15902 SE 134TH PL RENTON WA 98059 366450 0135 -Edward W & Nancy J Hilton, 13414 158TH AVE SE RENTON WA 98059 366450 0136 -Jomes Duke, PO BOX 2262 RENTON WA 98056 366450 0260 -Lucille M Perry, 13426 156TH AVE SE RENTON WA 98059 366450 0270 -Alan G Osgoodby, 13527 158TH AVE SE RENTON WA 98059 366450 0278 -Francis J & Robin J Beckman Jr., 13511 158TH AVE SE RENTON WA 98059 366450 0279 -Bruce S Osgoodby Jr., 13523 158TH AVE SE RENTON WA 98059 430650 0010 -Bradley J Herrin, 16202 SE 137TH PL RENTON WA 98059 430650 0020 -John Lawrence, 16210 SE 137TH PL RENTON WA 98059 430650 0030 -Eric L & Melissa R Knutson, 16218 SE 137TH PL RENTON WA 98059 430650 0040 -Patty A & Dave L Peterson, 16226 SE 137TH PL RENTON WA 98059 430650 0050 -Michael E & Jennifer K Keene, 16234 SE 137TH PL RENTON WA 98059 430650 0060 -Kelli Conley, 16240 SE 137TH PL RENTON WA 98059 430650 0080 -Jarnes Collier, 16235 SE 137TH PL RENTON WA 98059 430650 0090 -Marianne L Wassell, 16227 SE 137TH PL RENTON WA 98059 430650 0100 -Michael S & Debra Collier Kerstetter, 16219 SE 137TH PL RENTON WA 98059 430650 0110 -Michele Haas, 16211 SE 137TH PL RENTON WA 98059 430650 0120 -Raymond E & Maryhelen Grover, 16203 SE 137TH PL RENTON WA 98059 PRELIMINARY PLAT OF LIBERTY GROVE A PORTION OF SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, A-SE, W.M. KING COUNTY, WASHINGTON NOTES: 1. TOPOGRAPHIC FEATURES SHOWN HEREON ARE THE RESULT OF AN ACTUAL FIELD SURVEY PERFORMED BY DMP, INC. IN OBER OF 2 01. P.L.S. No. 22962 2. PERIMETER BOUNDARY DISTANCES SHOWN HEREON ARE APPROXIMATE. 3. ADJOINING STRUCTURES LOCATION AND SIZE APPROXIMATE. 4. ALL PROPERTIES WITHIN 500 FEET OF THE SITE BOUNDARY ARE ZONED R-4 5. STRUCTURES LOCATED ON SITE MARKED "TO BE REMOVED" SHALL BE REMOVED /DEMOLISHED. 6. ALL INFORMATION REGARDING RECORD EASEMENTS AND OTHER DOCUMENTS THAT MAY AFFECT THE QUALITY OF TITLE OF THE SUBDIVISION SHOWN HEREON WAS OBTAINED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND, LLC. SUBDIVISION GUARANTEE ORDER No. 900-10090460, DATED DECEMBER 17, 2002 AND SUPPLEMENTAL REPORT No. 1 DA TED FEBRUAURY 6, 2003. 7. SUBJECT TO NON-SEGREGATION. COVENANT RECORDED UNDER RECORDING No. 8101150638. 8. SUBJECT TO DECLARATION OF CONDITIONS, COVENANTS AND RESTRICTIONS RECORDED UNDER RECORDING No. 9311090539. 9. SUBJECT TO NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTANENCE REQUIREMENTS RECORDED UNDER RECORDING No. 20010611000030. EXPIRES, 4 APR 05 \ l l \ • 10 -$- 15 11 SE 14 SITE SE14 T ST 22 " 0 :2 ~" le w "' ;1; > " « w "' > -< " SE z 't,'" H.S. MAPLE OOD HEIG ITS PAK 12 STREET 13 1361H ST w V) > <( f- V) ,:: -SE 144TH ST ---· RENTON FISK AND GAME cwa REC AREA 24 ~ VICINITY MAP Scale: 1" = 1 /2 MILE SITE INFORMATION: DEVELOPER OWNERS ENGINEER/SURVEYOR PARCEL No.'s ACREAGE OPEN SPACE NUMBER OF LOTS PROPOSED USE PROPOSED DENSITY SANITARY SEWER WATER SCHOOL DISTRICT ZONING TELEPHONE POWER FIRE DISTRICT NATURAL GAS CABLE TV 1. 12 AUG 03 LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146 RENTON, WA 98057 ( 425) 228-9750 FAX ( 425) 228-7232 Guy E. Platz, Carl E. Platz Jr., Germain Platz, Ross E. Johnson 13535 160th A Ve. SE RENTON, WA !'1'055 (360) 386-1987 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 (253) 333-220 FAX(253) 333-2206 366450-0141 4.48 ACRES 9,360 SQ. FT. REQUIRED & PROVIDED 24 SINGLE FAMILY RESIDENTIAL/DETACHED 5.36 LOTS PER GROSS ACRE CITY OF RENTON KING COUNTY WATER DISTRICT NO. 90 ISSAQUAH SCHOOL DISTRICT No. 411 R4 QWEST COMMUNICATIONS PUGET SOUND ENERGY KING COUNTY FIRE DISTRICT No. 25 PUGET SOUND ENERGY COMCAST [P O 3 2003 L r.ii11., r.:uu AND US£ '• ., ' RE.V. NO. OAT£ APPROVED DALEY-Moi,~ROW-POBLETE, INC. 726 \IIUBURN WAY N. AUBljRN, WA. 98002 PHONE: (253)333T2200 FAX: (253)333-2206 WENT LAKERIDGE DEVEEOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERTI GROVE 1 \ENGINEERING -SURVEYING SITE INFORMATION : f LAND PLANNING 1--------------,------~--- 1 Ol«IWl 11Y RVL SCAlE NTS IIRAl!1HG 01470PPGR1 Sf/W _1~_ /MIE 10 MAR 03 J08/ 01470 OF 3 f1 ' ii ' ~ § " " ;,: ,, i I I PRELIMINARY PLAT OF LIBERTY GROVE A PORTION OF SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. (§0 s ~QJ f c§) <iv t°" # ':, @) r--------, r1 I I I / SFR I ~ I I~ I I L_ ' l_ __ _r----' fo12o\ r--...r-1 r--, .---, ~ I ill I SFR I jSFRJI I r -1 1 I L J I I r--, I 1L--, J --I I / KING COUNTY, WASHINGTON . ' 3 0030 4 5 6 0040 0050 0060 7 8 9 0070 0080 0090 r , I I 1sFR I 2 -A\ I I I 10020 I I L a ( ' ,.,,. 15 14 13 12 1 0150 0140 11 10 I I! I 1...__ L.--1 ,.... ..... ._'"'...,.,..,.."j'._.., .. ...,591~':J.:;L~-~-;-1;;:.;L;-~J'"T',..-. ... l..~~~0~1~26~---lw I w C§) 0130 0120 0010 0110 0100 ~<-o"'-r-~I I I 12 9 4 3 I L, I / SFR I s L __ ,__j ~ 13 5 ;=( lRACT'B' i 7 6 1 2 14 r--, I I @ ...---' I I I (§) @) I SFR I I I L-----' l'l S.E 135TH PL ~) b "' 15 I ,o· 18 19 20 16 21 22 23 24 s --~~~1~ _ S.E. 135th ST. ~ r-;~:::-, --.-~ ((;~~-~"l&' __ TCEX!STINo)-~~=--.--~ I,-II ',, 3 'O 5 !jj < { 0180 it; z SF"R ') 0 ' / ',, I , I llj t--:::.--=--:::,----1 !I,! I ', 2 0200 4 6 0190 0210 ~ : I 0170 j I '----,,-----J-----1.-1 SFR J L ____ _r- t---,As-----1 / \ /\ 14 2 ( V \ \ SFR ) \ / 'v/ 1 0160 15 0300 0290 .---, r--.J I 13 I I 0280 I SFR I L ____ _J 7 8 0220 0230 9 0240 r-_r-1 r--,_ __ 1 /'' I SFR I <_.... \ I I I SFR I \ SFR \ L ____ J L _____ J \ \ 12 "'\ ,) 11 10\,J 0270 0260 0250 .E. 13611, ST. (EXlSTING) j r.::=========rT-=--=-~~-,--==;:...::.,~=:...::.=~=-=--=-=-=-= ·~--~---S.E.136th ST. 593' {EXISTING) V -----_NOT OPEN ~ r--;-T----i-i---T-1~=::::..:~==-::::..:==~~=-=-=-=-= ~--1-1 49 2 3 8 <( (D 9 --S.E. 136th ST. {EXIS11NG) ------1< -- ~ o' 1 I-04 (.} 7 10 48 o' I- TR. N 5 6 11 47 46 4G 44 G) 12 0 GD 13 14 55 15 ® 0 0 16 50 53 38 51 52 "-37 1---L..--__ _J fl_' 43 39 42 41 40 w / v~~Q 20 20 m -~\ 20 Q 27 27 27 27 , ' TR. G 27 27 27 27 I 3 32 31 29 30 28 TR. H rL._., " ~s::1 @sFR I r_r-, \sFR I I I TRACT "c" 9 L __ ....J L-r-' L_,--' OPEN O' SPACE @l 10 1, 1 ~ 2 @> a w 11 (/J 3 8 0 4 6 Q 5 7 0 ~ a: Q ~ 12 I/ S.E. 137TH ST{PROPOSEO) iJ ~ ui 34 .l ~o\)<2> w' 13 35 (.} <( :\ ~o ..., il. 33 ~100 a 27 ~ 14 N 29 <D 30 - 36 tt{ \,2 I 28 ~ /_fi:;; 15 I\~ 31 26 25 s 16 TRACT "G" \ 24 17 STORM PONO TRACT "F" IBACT ~ TRACT "o" SENSITIVE ) 27 (~) 0 0 G 17 TR. L AREA TRACT \_.,.,--~ ~ ~ 27 27 27 27 18 21 20 19 18 23 22 TR. I r , I I 19 TR. M 20 21 22 23 24 25 26 27 I L r-..J SFR t, r------J I I l, SFR C, L ____ _J r-----1 @ I I I I L---1__J L _____ .J c:J @ (§) c§) I --~--~~~~~---.------------ ! I I I I I I I I I I I I I I I I ~I !I,!-~ ~ !1! -I -g I I LOT 2 (§) 0039 LOT 1 3 0034 5 0030 0050 7 00.35 l!v~F/. 0~40 lH 3 0020 vO£.. ;f kE: tvo '86/97 . 1 ~,! i ffi 1----+---+---.Ji @) <§) 8 ~ \':) ~ ~ 17- -~ --""(\--- -i ,---, 1a I L----, I I I SFR I s~ I I L ________ J ,!_~-~u 4 ' 0010 4! oor3 --- ' I . I I I I I I I I -- 8 z Iii ffi 0 \~ § I @ w (/J C§v ~I ~ <( Ill 1fii f1i - 1 IH ~ 1! 1 0010 -r-------, : SFR : L---,_ _ _J I ,, H--- I/ I r--"'1.. I -1 I SFR I I I L ____ .J I 12 0120 I I I I s I 3 2 4 0020 0030 0040 <~<S -~/),---S. 284fH PL t,,~ -<-1~ (EXISTING) ~'%.. ~ ~ 11 10 0110 0100 9 0090 @ I ~1 5 0050 6 0(/60 I ' I I I . .'\ I ----" iJ I 8 7 0080 0070 I I I i I I ' \ I I l I i ' ' ' ' \ I DALEY-MOF,ROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN. WA. 98002 PHONE: (253)333-::·2200 FAX: (253)333-2206 EXPIRES: 4 APR 05 ENGINEERING -SURVEYING LAND PLANNING 50 I 1. REV. NO. GRAPHIC SCALE 100 200 4-00 i L I ( IN F'EET ) 1 inch = 100 ft. DESCR!PTlON LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERlY GROVE SITE PLAN 0/?A"" er RVL SCA/.£ ·1" = 100' "'"' 10 MAR 03 ORA"1/IG 01470PPGR1 01470 - APPROVED SIIEIT-=2- 0F 3 0 ~ 5 GRAPHIC SCALE 60 Q 30 60 120 240 ~ 1_1 1 ____ __.I ( IN FEET } 1 inch = 60 ft. DATUM: CITY OF RENTON -NAVO 1988 BENCHMARKS= CITY OF RENTON POINT No. 2103 BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH, LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 CITY OF RENTON POINT No. 2105 1 1/2" BRASS DISK WITH P\J',ICH MARK SET IN CONCRETE MONUMENT IN CA::.:· AT THE CONSTRUCTED INTERSECTION OF SE 136th ST. AND 156th A VE. S.E. ELEVATION: 468.86-RENTON 468.84-MEASURED CONTOUR INTERVAL: 2 FEET LEGEND: 0 ~ ~ • ((.' t.J..1 " • p 9 "'la, g ---< Ill) 0 <- )::H -----Q --- --~ (1----- SFR HEMLOCK ALDER DOUGLAS FIR/PINE MAPLE COTTONWOOD EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDF,ANT EXISTING UTILITY POLE MAIL BOX EXISTING SIGN END OF CULVERT EXISTING CATCH BASIN EXISTING BOLLARD UTILITY POLE ANCHOR STREET LIGHT CHAIN LINK FENCE WOOD FENCE BARB WIRE FENCE BUILDING LINE (LOCATION APPROXIMATE) SINGLE FAMILY RESIDENTIAL PRELIMINARY PLAT OF LIBERTY GROVE A PORTION OF SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. r--, I I I L I ' I SFR I L __ -,_J KING COUNTY, WASHINGTON GRAVL., OR!\i GRAW DR1"1: 30' / / -· ~ I I I I SFR I I I I I L_ _j l_ __ _r--- --- / / ._,---io v-~ --0 -... / " /~SP-3 131 / I I 10 ' 126' ; I I I ,15" I 2i I • 42Y r / 86' 591' I o· ,,,,----...... ---/ t,,) b "' 8 --~----- I I 18 1\*g· I -lt I r --I 65' 60' No·rE=-=--------------- STORM DRAINAGE DETENTION IS BEING PROVIDED FOR THIS PLAT OF "LIBERTY GROVE" WITHIN THE PLAT OF "LIBERTY GROVE CONTIGUOUS". APPLICi,TiONS FOR BOTH PLATS ARE BEING MADE CONCURRENTLY AND BOTH l"LATS ARE TO BE REVIEWED CONCURRENTLY. ___ / ,--1 I I I SFR I L __ J L _ _J --:r er!AiN-t:INK ITNCE-· s--1 5 , _, '·, '--_ _ _5' CHAIN LINK FEI_IGE DRIV [;;_.-:~:>,~~<(~ g ®2//---~ TRACT 'B' / \ _ ~_? · ---$ REC. /l!j' 82' -0 ~ 97' OPEN•"'l' ~ <( VJ SPACE I' CC(/) / \. . 1--w ..9,J-60 SQ. FT."' I 4' ~~ . ~;.,:----- ------··--~WALL "'---~--~ / 82' rrrrrrrrr. '-. , 26' -73' 60' 60' (o . ..... ) ,--, I I I I I SFR I I I I I L __ .J -- ,-, I L, I I I L---, I SFR .J L ____ __r- ,,.... / \. A < V \. '\ SFR ) '\ / '\ / V A~b''~:~~~,:~"'ff'pjfil~j~F;''i . , •e•: ASPHALT DRNE-. - 1. 12 AUG 03 REVISED PER KC SCREENING OF JUNE 3, 2003 EXPIRES: 4 APR 05 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY N. AUBURN, WA. 98002 PHONE: (253)333-2200 FAX: (253)333-2206 ENGINEERING -SURVEYING LAND PLANNING REY. NO. PROJECr OAn;: D£SCR/PTl0N LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PRELIMINARY PLAT OF LIBERTY GROVE SITE PLAN APPROVED t.01IA;;;;""~·y~~~+=;;;;,,1;,".,=;;,6;-0=-;';-;----l,"",;;"',""_0~1;;:4~7-;0~P._P=GR'..'._1'__1 SHUT-;=-------------------------------------------------------------------------------------------------------.L--------.J.-----..:. ............. ___________ .L=::l "'"'' 10 MAR 03 JOB/ 01470 °'---- ' ' H----)-~--------·---------------------·-------··------------------------------·---------------------.:..------..;. .. _______________________________________ :..., ______________________________________________ ~-----1 ---·--,,~- ~,,_/'-. ' . 0 ('.) A,6 I IE - I i ' I Ii Ii '1 10 ' w ,r u L 0 u I CL 0 ,. ,o '" c, I ' I if:,14" PlflE i ' I I I I I "~IS' .?1,' PINE ,,t,~14·· ,,, Pl~JI:: i' Y /\l<D D!U\IN IWA =' '158. 10 IE ~ 000.00 DOUGLAS I c/10033 I CJ I '10032 1, I , ( i"1) i'r, MAPLES 14" f,IArLE :·r: ~r· '11 16" ,,MAPLE\ \ 20" MAPLE ., DOUGLAS FIR ', \ M/\Pl.F.S ! ' -0---1.......0-0-o -o-o-o--0--0-0-o -O-o 2?" CO I IONWOOll ' ! I ·1 I I I I i I I ' I I I I I 70--~------1 / I 18" DOUGLAS F1~'~ 1 '/ I I JO" DOUGLAS f 111? 1"' ~~ 24" 0---,.-- \ 47 !1.;-·· \ ' I,·. ',, 7, ' I / / a, ' I u, / / / I Q. 2 u ;9.3 = ,i91, 75 ., ' ! ' .. , __ 467.96 LEGEND Hl 0 -0- E-- [II 0 TT -0--0··-0- -a-e---- EX. FIRE HYDRANT EX. WATER CATE VAL.VE EX. WATER METER EX BOLLARD EX. UTILITY POI E EX. UTILITY POLE ANCIIOR EX. CATCH BASIN EX. MAILBOX EX. SIGN EX. CflAINLINK FENCE EX WOOD FENCE -X---X-EX BARB WIRE FENCE f?lfA I[ IE IE IE EX smEEf LIGHT EX STORM CULVERT ·10 0 ~-----______ :. ii . i == 475.91 471.76 ·S(8"' CMP) 469.21---'3(12" CMP) 4/1.11-N 469.11 E(JG" CMt') DALEY-MORROW-POBLETE, INC. /'11/11,' 726 AUEHJRN WAY NORTH I\IJ8UlsN, Wl\9-ll~IC 10~1 980D2 l'HONE: (253)lc5:l-L200 (l"AX):l:3.3 -22D6 GRAl'HlC SCi\LE: 20 ~Q 00 160 ~-_.Lj---sa-a---J~-~--j IN FEET ) l inch = '10 fL _BE_NGH=M~AR~K_._~~--~~ BROKEN BRASS SURFACC DISC ON CONC Sf'. SURF ACE, FLUSH. Cl fY OF REN roN BENCH No. 2103, LOCATED Al 111[ CONSrnUC!EO INTERSECTION OF SE 128lh ST. ANO 156th AVE. SE, DATUM: CIIY OF l<ENION -NAVD 1988 ELEVATION: 547.94 9/25/02 WETL/\"ID LOCATIONS /',\ii !.'f -l,'i/ ·:,, -,'.;' -~-1 -.--~----·-·- LAKERIDGE DEVELOPMENT PO BOX HG, RE~IION, Wf\, 98057 PHONE No. (425)'.UH-9750 --·~--------------·-----1 ENGINEERING -SURVEYING LAND PLANNING TOPOGRAPHIC LIBERTY PLAT SURVEY I" = 40' •--------!-------. ,,r_·,111··, TEI" ,·, 1/( '''!'':, 2 J~,N 02 --,r:-~$;:;.cQ/u>i _____________ , ________ , ______________ , _____________________________________ , ___________________________________________________ ,L __________ ..,1L. __________________________ .1,. ________ ..J ___ ;;.,,;;..;.;...;.;;... ....... _________ ... _____ ... DI 4 70T 01470 2 2 ' '·"' LUA-oa-12..1 , ' LEGE~!C :0 X rn 0 -0- (- [] 0 Tf --0-0----0-- --a --x-x- ~ g----9 h 0:: :;, .<", GEAPHlC SCALE ,o 0 20 '° 80 ~2! t J-~---' * ( IN FEET ) 1 inch = 40 fl. BENCHMAR_.._K.___ BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF REe!TON BENCH No. 2103. LOCATED AT THE COIISTRUCTED INTERSECTION OF SE 128Lh ST. AND 15Gth AVE. SE. DATUM: CITY OF R[NTON -NAVO 19BS ELEVATION: 547.94 EX. Flf'iE HYDRANT EX. WA-lf:'.H GATE VALVE EX. WP fER METER EX BOLLAIW EX. IJ J Ill fY F>OLE FX. UT!LITY POLE ANCHOF1 EX. CAICH 8ASIN EX. MAILBOX EX. SIGN EX. CIIAINLINK FENCE EX WOOD FEIICE EX BM:B WIRE FENCE EX STREET LIGHT EX STC1RM CULVER I 11· " ' CR/\VEL DRIVE Gf<AVEL DRIVE GRAVEL DF{IVE @ 500.05 / 2.42% I .. I / / I I 3G" CEDAR CEDAf\ ---497------- ,I\,---uo1, _- IE = 496.52(4" CPEi1 l ·-I IE= 496.58_(4" CPE1l'J \j\ ------IE -496 03/ ---------------1\ 9 7--- --I_/~ 5' CHAIN LINK FENCE 0 / \ __ J* ·-·49tl- __ .,,------- ------>\gs---------------------[----_ _,.,.,,/ -- ------~ ~----------~-- ---- I\ ------ ry/ J,,C) ,~ \. --------- / \ 2 18" COTTONWOODS ; ,· / . " ------- // o.'\ " ,.,-- /'.. '>\'cG~" COTTONWOOD --------/ / r ,.·.-~----./ \ \ ______ / __ .----------~9 ' '\ .. ,•,,,,-___ ,,-~--~=:-------~~4 "9 -----__ J=~S'~,; 220 , co_r8-~?-N-ct-u0-/-c~-~-·-rc~R-E-TA~1~N~1N_G_w_A_L_L __ ·'\ /, 'j so:· COTTONWOOD _,. ~_ . .:cc> .:;_-(i'. _,-----\),/ .-,/ --~ c_,\J '-,. --/'---... 32" COTTONWOOD ---------- ~----48 ® PO ----------------1-8 // ------ ['' 2 STORY (r, __ _ " )-v' LL.I O::'. (J) 0 ::, f- 0 I Ul 2 STORY GF<A \/EL ORI VE --------------- ",/ '~, () -:-1.lj 6· "G)'l r: z; "J~:-> f 9 ~? I -.• ·-i /1· :_/::.:·.:,<· rm~ = 496.02 i.,, .. "_·'.--1: -1 IE = 491.62-S :••/ IE -491.72-E ;.·;_,~·-· I rf)' i1E = 493.78 '~E • 49·1.72-N •~ • -8.5 Lr-12" CPEP @ 24.24% I I.F-12" CPEF' @ 0.71% . ··. ·, i I ,:, ,' -I i_) ! t /c-- -G I -'" @ r1. /------------V u -- r. I ---- -·-. _____ ----As, -~--- ·----. ·--------------4S.3---- ----- -. ___ _ -----4S2--. ---- 6' WOOD FENCE ,, I DALEY-MORROW-POBLETE, INC. 726 AUGURN WAY NO fl I H AUBURN, WASHlfJGTO~I 98002 PHONE (;>_'jJ).3.33-2200 (c_AXJ33__3_='.2'.2._0_F,_· _ ~ 1,,,1 LAND PLANNING {l r f~ 1-\ j ENGINEERING -SURVEYING ;c,corporoled ( - 1,:t_v_ NO (;L,/.NI P/fOJ.CC/ -----·--· -----~-- 9/?c,/02 SOIL LOG LOCA IIONS --+--------- [)_,\/[ OFSC.'<'IPT/ON LAKERIDGE DEVELOPMENT P CJ flOX 146, RE~ITON, WA, 98057 PHONE No. (425)226-9750 TOPOGRAPHIC LIBERTY PLAT SURVEY !'.P?.'WVEU ------~--~ 5'1L~I _1 __ TEP :;r:,i,.c I" = 40' ------------- ,,,,, 2 JA~I 02 /J/'&1:•11/iG JOFi/ OH 70 I 01410 or __ 2 -r 2._,. • I ' :I j ! ' ( '! , I \ I I I i I I:;.):· :,~,--... .,,, . ... ' • • .. . , , • , • • • ·t" ~-.. ,,., .. '---- -.. .. .. .. • ,P"""-:------ '··t: •,• 1., -~· "' • ' ' • ,• ·~ r--;1 # /! -----·-----... __ '--·· ·? ,. ----- -· =• I •:f ,:· •----~=r:lf.!----· .. -¢ ,,.;-. ·-·-·----· __ J ,,:, . '... ,r, .,. ,::1' Elementary Bus Stf p --- :... . .,._ .-J-.. Junior High/ High School Bus Stop / .. ~'/ -.... --. -.. . I' j . Proposed Bus Stop 4 !· LIBERTY GROVE & LIBERTY GROVE CONTIGUOUS School Walking Route Analysis A field reconnaissance was conducted on July 2, 2003 to determine the existing condition oflikely school walking routes. The location of existing school bus stops and preferred safe walking route standards was provided by the Issaquah School District. The analysis indicates that no safe walking route exists from the proposed preliminary plats of LG or LGC to any of the adjacent school facilities. Upgrading the existing bus stop at the intersection of SE 136'h Street and 160 1h Ave. SE is the only practical method of providing safe access for children to and from school. 8' Asphalt Shoulder 5' Asphalt Shoulder Existing Bus Stop Proposed Bus Stop --• w. -•- I . i · l' ... ' ,, ,. ~/. ' . ·---- / -· . -----. I / i ' 'ii "/" .,, • ...... ' ,-. 1111,<JtN:;•~. • J I • ••nt: . I ,I I "'-~l~ I ,, I I I I . • I . I • _ .... --.. .... _.:..., .. Not Constructed -'--'-'--· • • ,, • I ; ,I .f I Tit '!:J ' Liberty lligh School ·-.. " /. .,. I ,... -,. • - Briarwood Elementary 1--"'-'"'e:J • .,. l . ' . 1--....~a, . .,. " . 1--"';'.1 ; • ., • .. . .. !' ·-- >-a_ 0 1() I ,..., = = "' ( -~ 0 r_:) ..:t \,',,J t...,) h< • .-,. ., ' ' . .. ·' ' ' ' . • ! . . '· • • ' I ' ' -. - .:. • • • • ' ' ' • ' .. ,. ' ' ' • • • . • . . • .. ,. ____ _ ., ' ' • • ' I I ' I • I • • . • • ' ' ' ' ···-·-·-., .,...... . ' ~ . . ' ' - ol,.N<ll ' -' • ' I '· • • ' . -' . • -- - ., , . I • t:i • I ' I • ----•·· . • ' ' I • I ' I I ' .. © • ., I ., ,. - • Maywood Middle School ,.,.~Ip ", __ ,_____..,~-~ " , .-----L j h<--c--< .. C.-, · __ :_,ii, " ' .. .. ": ... ~-·· ., ' ' I ,, ,, I " '(I / / / -----------· --------- ---' - ' i_ " .-----....._ ,. ----··---....._ ... -------~-... - PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS A PORTION OF NE 1/ 4, SE 1/ 4, SEC. 14, T -23N, R-5E, W.M. :\ ' I .. J 04' •. NOTE= KING COUNlY, WASHINGTON ,-----, I I L _____ _J ,--, r ·-·' I I I I SFR I L ____ _J RECREATIONAL OPEN SPACE AND STOf!M DRAINAGE DETENTION ARE BEING PROVIDED WITHIN THIS PLAT OF "LIBERTY GROVE CONTIGUOUS" FOR THE PLAT OF "LIBERTY GROVE". APPLICATIONS FOR BOTH PLATS ARE BEING MADE CONCURRENTLY AND BOTH PLATS ARE TO BE REVIEWED CONCURRENTL '!. ,--1--'----1 / < I SFR I I I SFR I \ SFR \ L ____ ..J L _____ J EXPIRES: 4 APR 05 \ C)• 74' "1',c • ' .,·9 , 1:J'.l • I , "' ' I ::. ,- <!) lf) .~-··::··.: I \ ..... _! '1~1 •::,:-: I I 1 l -~Ii_ l --~.~r;; .:g U) j; ·x:·~~ j\t!L. ,:,7,-"-·t~o~,.,, , .:IJ> -1'1 LO l( J I ' ~,;J \ ~'iWI 166' 15 l -·· ' \ ,,r-----1 I\.,_ SFR I I ' I L-',---i_ _ __J ,--·L -1 I/ . I I I SFR I ,..,,,.L _ -___ _I i------- 1 [:~ '. SFR , I I L ____ L__J 'liilliWJ#,l/ -' & DALEY-M01:iROW-PO BLETE, INC. y M. 726 AUBURM WA AUBURN, WA. 98 002 PHONE: (253)333-2200 FAX (253)333-2206 ING-SURVEYING D PLANNING -- REV. NO. DATE CLJENr Pf?OJECT DRAWN 8' .ijVL I~ ~£1/S~~?W-J!'i\!\llll"'>~"l""1:1n'll'!': ':e'mm= .. -,' L03P0005 _-....._._.._._...,_._.., __ '-'n ••=---"'_.,,..4"''"',...,"'-''..0-..-''' , ,' t ti r "'~~ r :i , .. i!~ .;;' ~ !l. "'id) .. ·; r H\ . r. i I ' F I El D C I~ r r. '{ w~ ~ ~ rtrr I DATE_'i!.2<~.:~.CHECKED BY ... \1~ .... ,. .. ' ----~----~----·· i ., ·----·--·-.. . DESCR!PT ION APPRO'VW " ' -' LAKERIDGE DEVELOPMENT P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 -·-- PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS SITE PLAN . ] Sc<L£ 1" = 60' "''""'"014 70PPGRCON 3 S!i£U ----· DME 10 MAR 03 JOB/ 01470 OF_3 ___ ~•,.;,.;;;;1"'M.' .. ..:.,,.,1i;:v11-i,:,. ™2.;;; .~--~,;;;;;;w z U!i£011fi I I ! 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KCBLA l99L3025 d 2000012400 1848 LOT A 0 LOT B ! ' I K.C. g • • 54 ' 0 -~ ~~ 6 .;. .. ~l'I z (\J ID -I SE SCALE ST. I 15<) I ,so ·J . I 14-23 - I" -100' ' ,!." ' (" ".;, ., 5 * _ _ -----e.,,:-=o=-...-_,,,;,::.:, --o:S'..lc;5jf0 ~-0.. C HIN1oN Av1. } 111 ao 3C L() ' ~~-w, ' ~ (IJ 8. -·---< ..r,..a,?/> /;;;'~ l#'O !,N \·1j --------------4 _ ~~•~o~-8~6"---------+-~ ----. ,(,1'JJ7. ,> 1,,fe,,;3(SP) /J#.IJ.~4 /JtJB • z.s • Z4 ti <I- "' " IS LOT 4 ~ I I 0 ZCT) l-"' L -~ --------q,f!.-'?.. __ ... _[\____ ------ ,.'!, o'"" tll\9 ·v ill ';, t4-B.5Z «IO\ .,~ :14 -1c'r'F M l'tJ I y NO ( "' --,--·---- -----------------··-;------- LUA-o~-12( ' 3 (/) ' ' .......... .. . '··-..?;;/ ·. 'r.-u-0-r-•-.....,.s"s"'B""·,.....,=,.-• ..,=,,1"'""---'--<1,a,a~0,----------1 3 06,·7 3 ------¥ .. • I ? : ~ ~ .. .. • " /$7 ____ ., __ a_,a.:,4~"'1 .... _____ _ KCSP 878133 8002250639 LOT 2 ~ • Al . . . -·- /bl;;~!'"~-----.. .;rQ. ;;(,;;:,;------·rr"'o;,.•1<,D>:.,•,f..,g.,w.__--=·:!;~;!;- IZif.; . .f I J 1------.. ------·-- • . " " ' ·-·---·-··-·----..... . -- ~:. I , I KCSP 481066 -8109100503 t. "r I i '.•,~. ' ••• I •" 'cv '"" ... - . ' " " . • I • I .. " •• • .. ' ~ l)i! ... <O I I " ~ - . ~-~ . .... ... V . •. p,~f"rdl-1 Lao,l;//Jj'.E, ..:: iz"cP < , . ., 1z'1cP .. ,. ~000012•001a•e . ·~ • .5 wak ! O,"foh /Ch,:;.,,r;e/ ~OT·• \ ''0:'Swoft:/Ch,:;1711,1</ ' ' ' uoJt, f,'()ed Or,:7,/Jo:Jt ' /2 o<JfG (Over/qJJd Flow) ' ' \ .A-- \ \ I I I ~ \ I \ l I -i- 5/,e;tJm ~->< D ( .S-'1,l,04> ~ \ dj ,o,e. .. • ! I ., · . w Ill !4.. ... ' . .. SE 14-23 'I' I • •, ·-·-····. -. Da,11 'd Pef,/e. p,of't:r fy .· -1 . ". ' '' '··--. " .. • ,t'· .. r· .," . ·" .. '!!. 'I .. \J wl vi I , j I . i ----··· ·-·---··-~--' ···---'--~~-j oa -t21 ---·---- -----------·~--·- @ ., c~ .. LEGEND "' 0 ·O· E-· . 1111 --0--0-----0··-·· cX. FIRE HYflRANT EX WATER GAff VAi.VF F.:X. WA I F.H Mr:"rn~ EX H0!.1.ARIJ 1:X. L/111.fTY POIF EX. l/Tfl.lTY POLE ANCIIOI< EX. GA fCH AASIN [X. MAIIDOX EX. SIGN EX. Cl/AINI.INK FENCE EX WOOO fENCf m,wn IJlllV[ GRAVEi. llHIVf U-.1 (J) . . . l..i :I ---X----k··· EX l•ARR WIRF I FNCE '<I . ,,.I GllAPHlC SCALE: 7 ( IN f'F.fi:T ) inch = 40 fl. BENCH ,•ARK ........ -.. -----·-m __________ .................... . -·--·--·--~-- BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CllY OF HENION BENCH No. 2103. LOCATED AT THE CONSmUCffO" /NlfllSECTION Of SE 128th Sf. AND 106th AVE. SE. DATUM: CITY OF RENTON •· NAVO 1988 ELEVATION: 541.94 ,, . tX ,•;mEF I I.I GH I ;_i_::1. &, rx !:TORM cu1. vnn GllAVEC··· ORIVF ., . ( lj I.( ) .tr. IE • . I /··,> -•· r . >(,I.:;·>· / / ,,;i ) . ·• .· . . . < ..• · .. ·· )' k ..... ·· ·: .· . }--~ :--·.,,.,,.~.---.; •• ..-",~-,c·•,-;.....i.w. .• ,.,;·.:•..:.:..;.:...:..:.:...:.:u: --~ . 104.5 lf:'.t;/' CONC-@ Z,16% · 491..H · .·.· <ii> r.' u.J {Y. () z 0 () ~ I ''-·' '" , .. · If cc: !100.05 o, I I I / ( ( ' ' / ·1'' " ' 4' 1 / t J.'I ~:{;i · ;1 ~~~~l~~tt~~mw J;; OECORi\TIVF. CEIJAHS D[CORAJIV[ CEDARS SI' .. 4 / @ @sr-J !. \ ( I I / / I .. _-_--:,~·:.::.:..:-,-/ . ~-. ., .... __ _ I I / I \ ',, / I J6' CEDAH :f't, 1¥ CEl)Arl Sf'-·5 ® .,. f,' CHAIN UNI< FENCi () . •. .--· __ ...... ·., "1, ( ' "'-,,,, I, ' ./ ,2" COTHlNWOOD / .. 0 RIM ,, 496.02 IE ~ 491.62-·S IE = 491.72-N IE -491. 72·-E "41E = 493.78 ~ 8.5 LF-12" CPEP@ 24.24% '4i1:it1r--12" CPEP @ 0.71% · "-1 I S'.',I h (; I qi;"'".''..I 4ND NAIi. IN . _£.ONC IN CASE IE -492.23 .7 l.F-12" CPEI' @ 10.00% ~ 494.01 = 491.21--S = 491.31 ·-N ~ 491.36---E HIM , ... -18G.::-,5 rt = 405.55·-S !E ..,., 455.G~}·"N /II 'I rowrn VAULT . '() ,~ ·.·· ·!< t:(j ··-. ~'o I Cl @ ey--...... '------ i 1'--1 ,. I u.1 /. ,. I I ,o I \ (;:j I G' WOOD FENG( c, I DALEY-MORROW-POBLETE, INC. 77.6 AU[lUf,N WAY NOR Ill /\l/fllJF,r.:, W/\SHINGJ ON 98002 l'HONE: (J'.!:'>)5_1:1 · ?200 (rAX):'.;_~15 ·.7:~06 9/25/02 h'I V Nil 11/lJI t."/11 NI l'N!cl(f'/ /J/.\1..IIN Ill 11:P ' I ,I(~, -181 1 /q WE Tl.AND LOCI\ IIONS .......... -----·-.. ·-·-·•·"··-·· .. ---·-·-··--·-··· . -···-------·--··-·"· ""' ------.. •-· -· .. -····-- f!/ •:r:Nll"llt!N LAKEAIDGE DEVELOPMENT P.O. BOX 146, RENION, WA., 98057 l"JION( No. (425)?.28-9750 11/'!"(:i)V//J . ... ,._ .. , .. ____ , ·., ·'II 1 " I •IU /. TOPOGRAPHIC LIBERTY PLAT SURVEY UJA-08-\ @ ... ---·-.. T 1 4 (J' /al,'llif/.'1 014 701 I • /Ill I ... ---···-...... 2 JI\N 0% !''l•:S 01 ~ Ill I I ·:.:,:·:•:• t\!P \. /\1 11'1 RIM -= 455.81 ir:: ~-' 454.:36-·S IE "' 454.16--N \ ·I f).i' ·1(; / . ',r.' • /. I \ / / --·--. \ c~ 22" COTfONWOOD \ .. . l .... --4 7~) -I 18" DOUGLAS Fi slO" D<ll/GIAS FIR ff, \ / ti D s (lj LEGEND '" EX. FIRE HYDRANT /; EX. WAIER GAIE VALVE EX. WAIER MElER '" I ~1 ,/,) (lJ J / I " en y >1 I 0 .()- lfll CJ I ,. I (/) -0--·0-·-0-·-· EX BOILARD EX. UllU ry POI E EX. lllll.lW POLE ANCIIOR EX. CAICII BASIN EX. MAil BOX EX. SIGN t:fJ)t.1./ EX. CHAINUNI( FENCE EX WOOD FENCE ·····X-· X· · EX lJAl,1.1 Wlilf !ENCE <I, .. ·-. ,.,.. ... .'d/; :: . C' ,' I j\\~;'( (-., l( J .. :7,0-,, . (is· . "I : -~ j'6 ' ' '· \. . . "~ \\ .. \\ '\ ~ -475)4 EX SfREEI UGlll fX SIOf<M CUI.VERT .. ' GRAPHIC· SCAl:10, ~{I O 20 10 uo , .-.....1--.. Lzm1i( -MF rm m·:::Lr,p~ wml L __ .. ·-· ·-··-·---·· ··· c::m ..... -.. ,. ... -· . -·--77 ( IN FE:Ji'I' ) in<!h ,~ 40 fl. BENCH1MRK __ 81l01(EN BllASS SURI' ACE DISC ON CONC SI. SURFACE Fll'SII. CllY OF RENTON BENCH No. 2103. LOCAIED Af HIE CONS1HUCTEO INTEHSECTION Of SE 128111 sr. AND 1561h AVE Sf. DATUM: CIIY OF llf.NION -NAVO 1986 ELEVATION: 54 7.94 . .I\ . r"' . tF. = 472.59-S ',...__ !!~ = 472.79--N\ \ \ .. ~·· .. ',;;J ~ .... !·~~:: .\ . ~ _\ ,~~.=..:::;;:: ) i/ !I i-: ! Y I /\l\l/ l~IM ,..,_ 475.91 IE -471.76···S(8" CMI') IE = 469.21··S(l2" CMP) IE = 4 71. 11 ··N IC ""' 469.11 E(,l6" CMP) /~ \ A Q. : .~\ ,, . 3 .. , '!! ,{ " ' ' N .. I "· ~ 167.9G //,.·\., r ., Lj; ~/,. \"( I -. ' 1 l; ----·-··-····· 9/25/02 WL IL/\NIJ LOCA flONS /1,11/ f!/ ',C/,'/!'11//N i Al'iU(l\1//J --------D-A-L .... EY""'--M~O~R,ROW-POBLETE, INC. '"'"' LAKERIDGE DEVELOPMENT 726 AUilURN WAY NORTl·I I P.O. 110X 146, RENTON, WA, 98057 <' Iii Ii N1, ' !j '""'"N· w;s,wNc,os "'°' I "'""' ,0, ''"'''W,"'" O . ( ~ ~ "i3) t?:NGINEEAING ~ SURVEYING ! _ . SURVEY i ,,,.,;;;},llll~ ·" / LAND PLANNING i '''·"""" If I' .... ,. 1" 10· I';,'""'' 1111701 I . ., , 2 ~ " )) .,.,,, ill-',//) 2 ~ \: •\/'J'•,H\l/' 0,\// :1 ,JAN { : 1--------------------------------------·------------------~-----------------------------------------------------~---~~ .... --------'"------------------------~··-------*-~~--,_, .. .,,,-, ... ''" ""'" , .. ,., ~''" ,~.· ·"''"""' "' . ,_ .. -•' 0 ~ I 5 LEGAL DESCRIPTIONS: LIBERTY GROVE: LOT 7, BLOCK 1, AND THAT PORTION OF LOT 6, BLOCK 1 LYING SOUTHERLY OF A LINE BEGINNING ON THE EAST LINE OF SAID LOT 6, AT A POINT 12.3 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 6 WHICH POINT IS 4.8 FEET NORTH OF THE SOUTHWEST CORNER THEREOF AND THE TERMINUS OF SAID LINE AS SAID LINE WAS ESTABLISHED BY JUDGMENT ENTERED JANUARY 29, 1969 IN KING COUNTY SUPERIOR COURT CASE No. 691199, ALL IN JANNETI'S RENTON BOULEVARD TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 60, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LIBERTY GROVE CONTIGUOUS: TRACTS 1 AND 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 15 OF PLATS, PAGE 91, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET OF SAID TRACT 1; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF EASTERLY 70 FEET OF THE WEST 270 FEET OF SAID TRACT 1 AS PER KING COUNTY ENGINEER SUBDIVISION No. 6846, RECORDED UNDER RECORDING No. 9410250673; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SITE ADDRESS & PARCEL NO. LIBERTY GROVE 13535 160TH AVE. S.E. RENTON, WA. 98056 PARCEL# 3664500140 LIBERTY GROVE CONTIGUOUS 13612 160TH AVE. S.E. RENTON, WA 90959 PARCEL # 1457500085 13644 160TH AVE. S.E. RENTON, WA 98059 PARCEL # 1~57500090 VERTICAL DATUM CITY OF RENTON-NAVD 1988 BENCH MARK: BROKEN BRASS SURFACE DISC ON CONC ST. SURFACE, FLUSH. CITY OF RENTON BENCH No. 2103. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128th ST. AND 156th AVE. SE. ELEVATION: 547.94 TABLE OF CONTENTS SHEET No. 1 of 19 2 of 19 3 of 19 4 of 19 5 of 19 6 of 19 7 of 19 8 of 19 9 of 19 10 of 19 11 of 19 TITLE COVER SHEET DECISION EXISTNG CONDITIONS HORIZONTAL SITE PLAN STREET AND STORM DRAINAGE PLAN I STREET AND STORM DRAINAGE PLAN II OFFSITE STORM DRAINAGE PLAN 160TH AVE S.E. STREET AND STORM DRAINAGE PROFILE 160TH AVE. S.E. OFF-SITE-PROFILE S.E. 135TH PL. STREET AND STORM DRAINAGE PROFILE S.E. 160TH ST. STREET & STORM PROFILE 12 of 19 13 of 19 162ND PL. S.E. AND S.E.137TH ST. STREET AND STORM PROFILES DETENTION POND DETAILS 14 of 19 15 of 19 16 of 19 17 of 19 18 of 19 19 of 19 1 of 1 DETAILS AND NOTES I DETAILS AND NOTES II LIBERTY GROVE GRADING AND T.E.S.C. PLAN LIBERTY GROVE CONTIGUOUS GRADING AND T.E.S.C. PLAN T.E.S.C. DETAILS & NOTES STREET TREE PLAN LIBERTY GROVE REC PLAN (SUBMITIED SEP ARA TEL Y) 1 of 1 SI LIBERTY GROVE CONTIGUOUS REC PLAN (SUBMITIED SEPARATELY) fo N!) R.IE-rAtN/N~ wALl- SCHOOL ACCESS N01E: A SCHOOL ACCESS ROUTE AS REQUIRED BY PLAT CONDITION 22 SHALL BE REVIEWED, APPROVED AND BONDED PRIOR TO RECORDING. SEE AND REFER TO PROPOSED SCHOOL WAU<WAY PLAN OF EVENDELL L01 P0016. MITIGATION FOR HIGH ACCIDENT LOCATION NOTE: COMPLIANCE WllH CONDITION 20 OF BOlH LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS SHALL BE ACCOMPLISHED BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUlHEAST 136TH STREET, BETWEEN 1581H AVENUE SE AND 1601H AVENUE SE, AND BY REVISING THE CHANNELIZATION AT lHE INTERSECTION OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. BOTH IMPROVEMENTS SHALL BE COMPLETED AS PART OF THE EVENDELL PLAT (L01P0016), AND ARE SHOWN ON THE APPROVED EVENDELL PLAT PLANS. IF THE PROPOSED IMPROVEMENTS CANNOT BE COMPLETED BY THE EVENDELL PLAT, THEN LIBERTY GROVE/LIBERTY GROVE CONTIGUOUS SHALL COMPLETE THE ABOVE MENTIONED IMPROVEMENTS PER THE APPROVED EVENDELL PLAT PLANS. Sf-/At>ING; S'rl/tl.L BE. /?.f:Hovet, 19/J FINAL COR~ECT£:,D PLIIIJS. KING COUNTY D.D;E.S. L~· ~neerY Senior Engineer JAMES H. SANDERS, P.E. DEVELOPMENT ENGINEER Com,:nents: 5/25 /oS- completion Date Completion Date Approval Date Vici n it y M a p .. N.T.S. • 10 11 SE tA. ~/ 14 15 SITE w "' > ., SE 14 T ST w "' > ., .... ~ :,! 128T}l STREET '" ' !0 MAPLEWOOD .... HElGHS < >-"' " 136TH 13 ST PA K ;E 144TH ST ('.....___,,- RENTON flSH AND SE GAME CLUB -=--.::::i!l!lli...U REC AREA 24 23 1491H ~l_./ 22 /,f,qplt VAUJ:. ROAD 1----------------------------·-·- Soils Map Seale 1 "= 2000' . ·,~ ... B--~n~ \ ' 1--------------------------·1;---. --1 Notice Required Contractors shall notify operators who maintain underground utility line.~ '.:1 the ·area of proposed excavation or blasting at least two business· dciys,.J::i:}t not more than ten working days prior to commencement of excavation or - demolition in accordance with RCW Title 19. Names and telephone numbers '"\ of the operators of underground utility lines in this project appear below. These numbers shall also be used to serve in an emergency conditions as required. CITY OF RENTON Sanitary Sewer · KING COUNTY WA1ER DISTRICT No. 90 Water District PUGET SOUND ENERGY Gas Company PUGET SOUND ENERGY Phone 425-430-7200 425-255-9600 425-455-5120 425-455-5120 , ..... ·. Power Company Call Before You Dig DIAL-A-DIG 1-800-424-5555 Notes 1. The Developer is required to notify the Land Use Services Divisior., Land Use Inspection Section (206) 296-6642, three days prior to the beginning of construction for a preconstruction conference and specifically request inspection before beginning: A. Installing siltation and erosion control measures B. Clearing and grubbing C. Earthwork 0. Installation of any underground utility E. Before placing subbase, base or paving surfaces F. Installation of any fonns or placing any concrete 2. A permit must be obtained from the office of the Resident Engineer, Washington State Department of Transportation, before any conf.:tructlon is started on any existing state ro1.1te. 3. A Hydraulic Project Approval {HPA) ·Permit must be obtai~ed from the Washington State Department of fisheries prior to any work when required. Bonding In form at ion Restoration Bond Amount Performance Bond Amount $ Ai/vfb~-- $ ~ J'.J;D I REV. NO. OAlE DESCRIPTION APPROVED Site Plan Approval Approval af these plans is for construction of road and drainage improvements, site drainage & grading and temporary erosion control in unincorporated King County only. These plans do not authorize any other utility approval or improvements proposed in any State right of way. · Site plan approval is void if the commercial building permit has not been obtained or renewed within two years of approval. Subdivision plan approval is void if the final plat is not recorded prior to the preliminary plat approval expiration. Section 11 I 4 I PRO RATA SHARE ASSESSMENT ANALYSIS (County Use Only) Township 12 I 3 I Range Io I 5 I Tax Parcel Number !3l616l415IOI lol114l11 145750 0085 145750 0090 Site Location is within the -------drainage shed(s) Pro Rota Shore Assessment(s) are: D Required D Not Required from the site due to development for increased storm water runoff. Peak Runoff Assessment Rote($ ) per c.f.s. increases.(10 year, 2 hour storm) Q ...-11 • .., 0 C w 0 o_ C ~] z .--..:: 0 I n. Peak Volume Assessment Rate($ ) per Ac. Ft. increases.(2 year, 2 hour storm)l------------11 AGREEMENTS, PLAN REFERENCES, PERMITS ETC. .Date Preliminary Plat Approval Ordinance # 14901, 14902 Expiration Date: Preliminary Map Approval Other Construction Permits Received Right-of-Way Use Permit Grading Building/Structural Other _____________ ~ Ernergency 2/23/04 & 2/27/04 911 Police-Fire-Rescue RECOMMENDED FOR APPROVAL Date En · r l;I an Reviewer --,.,.11,., I "lL I I WI J( I J 'At; tJI. [,. .. Engin~er ~ pervisor ---·-- Traffic & Planning Engineer King County Conservation District Structural Review Engineer Other APPROVED FOR CONSTRUCTION DEPARTMENT OF DEVELOPMENT 11c ENVIRONMENTAL SERVICES King County, Washington -----"",wl1..1e4t>lu(!L.L._~ --#::..,_, __ Dater I ~I ' ID..., LAKERIDGE DEVELOPMENT ( 425) 228-9750 . C. 0 ..2 e L Q) Name w +-' a, rn > C C 0 ,:3 8 l .3 P.O. BOX 146, RENTON, WA 98057 D 1:8] D Address and Zip Code .Q. LAKERIDGE DEVELOPMENT 1ii ID ffi ffi 2 Na.me C C Ul l l ,E P .0. BOX 146, RENTON, WA 98057 181 D Address and Zip Cade -0 L L DALEY-MORROW-POBLETE, ID O <ll ~ ~ ~ Name Phone t8l A Corporation D A Partnership D An Individual ( 425) 228-9750 Phone l8l A Corporation D A Partnership D An lndividuat INC. (253) 333-2200 Phone ........ > ·-~ ~ 6 ,_[ 726 AUBURN WAY NORTH, AUBURN, WA 98002 181 181 Address and Zip Code I.() I.() 0 IX (/) -s;t- 0 _J CJ) => 0 0~ zv <( i= 1-- w 2 w >Ow o OI a: en 0 w a: >-~~ I-a: 0 a: 00 ~~ _J a: w CD -_J I.() co 00 00 00 0.. 0.. I") I") 00 _J_J UJ L. (l) _o E :::J z (l) -·-LL >.. -+-' C :::J 0 u I EXPIRES 9 JAN 2006 I STAMP NOT I/AUD UNl.£SS SIGNED a: DAlEl Sheet 1 of 19 DAlE 04/27 /05 I•\ProJect'\01-470 LIBERTY\dwg\01470ENG,dwg 4/27/2005 lKl7•48 AM PST LUA-08-12.1 0 ~ I 5 ----·----- THE PROPOSED PRELIMINARY PLAT OF LIBERTY GROVE CONTIGUOUS, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING IJP TO 5 DENSITY CREDITS (TRANSFERABLE DENSITY RIGHTS), IS APPROVED, SUBJECT TO THE FOLLOWING CONDlllONS OF FINAL PLAT APPROVAL 1. COMPLINICE WITH ALL PLATTING PROVISIONS OF TI1LE 19 OF THE KING COUNTY CODE. 2. ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. 3. 4. 5. 6. A. B. C. THE PLAT SHALL COM PL y WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND EN_VIRONMENTAL SERVICES. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO ODES PRIOR TO FINAL APPROVAL TO ALLOW TRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS. FENCE ENCROACHMENT SHALL BE RESOLVED TO THE SATISFACTION OF KING COUNTY DOES LUSD OR THE ENCROACHMENT AREA SHALL BE CONVEYED TO THE ADJOINING PROPERTY PRIOR TO THE RECORDING OF THE FINAL PLAT. THE APPLICANT SHALL DOCUMENT THE IMPACT ON LOT DENSITY BY THE EXCLUSION OF ANY ENCROACHMENT AREA. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON-SITE, INCLUDING DRAINFIELDS THAT SERVE OFF-SITE HOMES. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187,. AS AMENDED (1993 KCRS), EXCEPT AS MODIFIED BY VARIANCE. THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR MODIFYING THE LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. 8. 9. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. ODES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. 8. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL SE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TIRANSPORTATION. THIS PLAN SHALL SE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST SE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILlRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTIRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE." D. THE STORM WATER CONTROL FACILITY SHALL BE LOCATED IN A SEPARATE TRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR REQUIRED RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.1BD. A DRAINAGE ADJUSTMENT (L03V0065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE SITE (L03P0006). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM 80TH SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPLITTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TD THE SOUTH. ALL CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE MET PRIOR TO ENGINEERING PLAN APPROVAL A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY CONFIGUf!ATION WAS RECEIVED MARCH 11, 2003. THE STORMWATER DETENTION FACILITY SHALL SE DESIGNED TO THE LEVEL 3 FLOW CONTROL STANDARD IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE FACILITY SHALL ALSO SE DESIGNED TO MEET THE BASIC WATER QUALITY MENU. 10. THE DOWNSTIREAM DRAINAGE SYSTEM ALONG THE EAST SIDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO APPROXIMATELY 50 FEET SOUTH OF THE CULVERT 29 (HOUSE # 14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 2003. PLANS AND SUPPORTING CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHALL BE SUBMITTED WITH THE ENGINEERING PLANS. 11. THE 100-YEAR FLOODPLAIN FOR ANY ON-SITE WETLANDS OR STREAMS SHALL SE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE KCSWDM. 12. THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED ACCORDING TO THE 1993 KING COUNTY ROAD STANDARDS (KCRS): A. SE 137TH STREET (THE INTERNAL ACCESS STREET) SHALL SE IMPROVED TO THE URBAN SUSACCESS STIREET STANDARD. 8. 162ND PLACE SOUTHEAST SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD FROM SE 137TH ST TO SE 136TH ST; AND IMPROVED TO THE MINOR ACCESS STIREET STANDARD SOUTH OF SE 137TH ST. C. 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY TO SE 136TH ST SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (EAST SIDE ONLY). D. SE 136TH ST FROM 160TH AVE. SE TO 162ND AVE. SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD (SOUTH SIDE ONLY); EXCEPT FOR THE FIRST 270 FEET EAST OF 160TH A VE. SE. THE FIRST 270 FEET CAN TRANSITION TO A NARROWER WIDTH TO AVOID CREA TING AN ADVERSE GRADE TO THE EXISTING THREE DRIVEWAYS. REVERSE SLOPE DRIVEWAYS OR OTHER DESIGNS MAY BE CONSIDERED BY DOES AT ENGINEERING PLAN REVIEW STAGE. E. TRACTS D AND E SHALL EACH BE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TIRACTS SHALL BE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING SERVED. F. A R/W RADIUS SHALL SE DEDICATED AT THE SOUTHWEST QUADRANT OF 162ND AVE SE AND SE 136TH ST. (NORTHEAST CORNER OF LOT 9). G. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY SE CONSIDERED ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS. 13. ALL U11LJTIES WITHIN PROPOSED RIGHTS-OF-WAY MUST BE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY PAYING THE REQUIRED MPS FEE AND ADMINISTIRATION FEE AS DETCRMINED BY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE .OF THE PLAT THAT READS, "ALL FEES REQUIRED SY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE SEEN PAID." IF THE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. 15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS THAT APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21 A.24 SHALL ALSO SE ADDRESSED BY THE APPLICANT. A. THE CLASS 3 WETLAND SHALL HAVE A MINIMUM 25-FOOT BUFFER OF UNDISTURBED VEGETATION AS MEASURED FROM THE WETLAND EDGE. B. BUFFER WIDTH AVERAGING MAY SE ALLOWED BY KING COUNTY IF IT WILL PROVIDE ADDITIONAL PROTECTION TO THE WETLAND OR ENHANCE THERE FUNCTIONS, AS LONG AS THE TOTAL AREA CONTAINED IN THE BUFFER ON THE DEVELOPMENT PROPOSAL SITE DOES NOT L1ECREASE. IN NO AREA SHALL THE SUFFER SE LESS THAN 65 PERCENT OF THE REQUIRED MINIMUM DISTANCE. TO ENSURE SUCH FUNCTIONS ARE ENHANCED A MITIGATION PLAN WILL f'E REQUIRED FOR THE REMAINING ON-SITE SENSITIVE AREAS. AN ENHANCEMENT PLAN SHALL BE SUBMITTED FOR REVIEW DURING FINAL ENGINEERING REVIEW. C. SENSITIVE AREA TRACT(S) SHALL BE USED TO DELINEATE ·AND PROTECT SENSIT1Vf:: 1iREAS AND BUFFERS IN DEVELOPMENT PROPOSALS FOR SUBDIVISIONS AND SHALL BE RECORDED ON ALL DOCUMENTS OF TITLE OF RECORD FOR ALL AFFECTED LOTS. D. A 15-FOOT BSBL SHALL BE ESTABLISHED FROM THE EDGE OF SUFFER AND/OR TH£ SENSITIVE AREAS TIRACT(S) AND SHOWN ON ALL AFFECTED LOTS. E. A MITIGATION PLAN AND FINANCIAL GUARANTEE/BOND WILL SE REQUIRED FOR Ai,"{ PROPOSED IMPACTS OF SENSITIVE AREAS. THE BOND AMOUNT WILL INCLUDE ALL COMPONENTS OF THE MITIGATION PLAN INCLUDING, BUT NOT LIMITED TO, PLANTINGS, GRADING, FENCING, SIGNS, INSPECTIONS, AND MONITORING FOR FIVE YEARS. F. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES ON THE SITE, THE APPLICANT SHALL TEMPORARILY MARK SENSITIVE AREAS TIRACT(S) IN A HIGHLY VISIBLE MANNER, AND THESE AREAS MUST REMAIN SO MARKED UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN 1HE VICINITY OF THE SENSITIVE AREAS ARE COMPLETED. G. PRIOR TO FINAL APPROVAL OF CONSTRUCTION ACTIVITIES ON THE SITE, THE BOUNDARY BETWEEN THE SENSITIVE AREA TIRACT(S) AND ADJACENT LAND SHALL BE IDENTIFIED USING PERMANENT SIGNS. SIGN SPECIFICATIONS SHALL BE SHOWN ON FINAL ENGINEERING PLANS AND SHALL BE INSTALLED EVERY 50 FEET OR AS DEEMED APPROPRIATE SY COUNTY STAFF AT THE TIME OF ENGINEERING REVIEW. . H. DURING ENGINEERING PLAT REVIEW THE APPLICANT SHALL PROVIDE A WETLAND HYDROLOGY ANALYSIS TO DEMONSTIRATE HOW THE WETLAND HYDROLOGY WILL SE MAINTAINED POST-CONSTRUCTION. 1. DETENTION OUT-FALL STRUCTURES MAYBE PERMITTED WITHIN THE WETLAND SUFr-ERS, HOWEVER, STIRUCTURES SHALL SE LOCATED IN THE OUTER EDGE OF THE SUFFER, IF POSSIBLE. ALL BUFFER IMPACTS SHALL BE MITIGATED. J. DEVELOPMENT AUTHORIZED SY THIS APPROVAL MAY REQUIRE OTHER STATE AND/OR FEDERAL PERMITS OR APPROVALS. IT IS THE APPLICANT'S RESPONSIBILITY TO CORRESPOND WITH THESE AGENCIES PRIOR TO BEGINNING WORK ON THE SITE. K. DURING ENGINEERING REVIEW, THE PLAN SET SHALL BE ROUTED TO THE SENSITIVE AREAS GROUP TO DETERMINE IF THE ABOVE CONDITIONS HAVE BEEN MET. 16. THE FOLLOWING NOTE SHALL SE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT: RESTIRICTIONS FOR SENSITIVE AREA TIRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TIRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND SUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TIRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC SY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TIRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TIRACT/SENSITIVE AREA AND BUFFER MAY NOT SE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND SUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST SE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND SUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. 17. SUITABLE RECREATION SPACE SHALL SE PROVIDED CONSISTENT WITH THE REQUIREMENTS KCC 21A.14.1BD AND KCC 21A.14.190 INCLUDING SPORT COURT(S], CHILDREN'S PLAY EQUIPMENT, PICNIC TASLE[S], BENCHES, ETC. · A. A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY DDES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE # 14045. 8. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF ODES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TIRACT(S). 19. STIREET TIREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION 5.03 OF ·THE KCRS AND KCC21A.16.050: A. TIREES SHALL BE PLANTED AT A RATE OF ONE TIREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY SE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. B. TIREES SHALL BE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. C. IF KING COUNTY DETERMINES THAT THE REQUIRED STIREET TREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, THEY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STIREET RIGHT-OF-WAY LINE. D. THE TIREES SHALL SE OWNED AND MAINTAINED SY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL SE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. E. THE SPECIES OF TREES SHALL BE APPROVED BY ODES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, AND FRUIT-BEARING TIREES, OR ANY OTHER TREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TIREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR TO ENGINEERING PLAN APPROVAL G. Tl-IE STIREET TIREES MUST SE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE PLAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TREES MUST SE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO BE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST BE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER DDES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE SEEN KEPT HEALTHY AND THRIVING. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES. SEPA 20. THE FOLLOWING HAVE BEEN ESTABLISHED SY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL . INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTIRUCT IMPROVEMENTS TO SOUTHEAST 128TH STIREET AT 160TH AVE. SE TO MITIGATE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION. OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STIREET (I.E. ADDITIONAL PAVING, CONCRETE CURBS, GUTTERS AND SIDEWAUKS), BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND, REVISE THE CHANNELIZATION AT THE INTERSECTION OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. SCHOOL MITIGATION FEES 21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL. THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWELLING UNITS IN THE PLAT AND SHALL SE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. SCHOOL WALKWAYS 22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF-SITE WAUKWAY TO LIBERTY HIGH SCHOOL FROM THE SITE. THE WAUKWAY SHALL SE CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST ALONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STIREET, OR VIA ALTERNATIVE RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED SY ODES. ONE ACCEPTABLE ALTERNATIVE WOULD SE TO USE FUTURE RIGHT-OF-WAY OF SOUTHEAST 136TH STREET AND 162ND AVENUE SOUTHEAST TO CONNECT WITH THE SIDEWALK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT SUBDIVISION" /LOOPOD23 TO THE SOUTHWEST GATE OF LIBERTY HIGH SCHOOL THE WALKWAY SHALL BE DESIGNED AND CONSTIRUCTED IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR DOES REVIEW AND APPROVAL ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS (KCRS 3.09) MAY BE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPLICATION. ---------------- THE PROPOSED PRELIMINARY PLAT OF LIBERTY GROVE, AS REVISED AND RECEIVED SEPTEMBER 3, 2003, UTILIZING UP TO 5 DENSITY CREDITS (TIRANSFERABLE DENSITY RIGHTS), IS APPROVED, SUBJECT TO THE FOLLOWING CONDITIONS OF FINAL PLAT APPROVAL 1. A. COMPLIANCE WITH ALL PLATTING'PROVISIONS OF TI1LE 19 OF THE KING COUNTY CODE. 2. 3. 4. 5. 6. B. PRIOR TO THE RECORDING OF LIBERTY GROVE, THE PLAT OF LIBERTY GROVE CONTIGUOUS SHALL BE RECORDED (AS DRAINAGE FACILITIES FOR LIBERTY GROVE WILL BE CONSTIRUCTED OFF-SITE IN THE PLAT OF LIBERTY GROVE CONTIGUOUS). ALL PERSONS HAVING AN OWNERSHIP INTEREST IN THE SUBJECT PROPERTY SHALL SIGN ON THE FACE OF THE FINAL PLAT A DEDICATION WHICH INCLUDES THE LANGUAGE SET FORTH IN KING COUNTY COUNCIL MOTION NO. 5952. A. THE PLAT SHALL COMPLY WITH THE MAXIMUM DENSITY (AND MINIMUM DENSITY) REQUIREMENTS OF THE R-4 ZONE CLASSIFICATION. ALL LOTS SHALL MEET THE MINIMUM DIMENSIONAL REQUIREMENTS OF THE R-6 ZONE CLASSIFICATION OR SHALL BE AS SHOWN ON THE FACE OF THE APPROVED PRELIMINARY PLAT, WHICHEVER IS LARGER, EXCEPT THAT MINOR REVISIONS TO THE PLAT WHICH DO NOT RESULT IN SUBSTANTIAL CHANGES MAY BE APPROVED AT THE DISCRETION OF THE DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. B. THE APPLICANT SHALL PROVIDE TRANSFER OF DENSITY CREDIT DOCUMENTATION TO DOES PRIOR TO FINAL APPROVAL TO ALLOW TIRANSFER OF A MAXIMUM OF FIVE DENSITY CREDITS. THE APPLICANT MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDONMENT OF EXISTING SEPTIC SYSTEMS ON-SITE SERVING ON AND OFF-SITE HOMES. ALL CONSTRUCTION AND UPGRADING OF PUBLIC AND PRIVATE ROADS SHALL BE DONE IN ACCORDANCE WITH THE KING COUNTY ROAD STANDARDS ESTABLISHED AND ADOPTED BY ORDINANCE NO. 11187, AS AMENDED (1993 KCRS). THE APPLICANT MUST OBTAIN THE APPROVAL OF THE KING COUNTY FIRE PROTECTION ENGINEER FOR THE ADEQUACY OF THE FIRE HYDRANT, WATER MAIN, AND FIRE FLOW STANDARDS OF CHAPTER 17.08 OF THE KING COUNTY CODE. 7. FINAL PLAT APPROVAL SHALL REQUIRE FULL COMPLIANCE WITH THE DRAINAGE PROVISIONS SET FORTH IN KING COUNTY CODE 9.04. COMPLIANCE MAY RESULT IN REDUCING THE NUMBER AND/OR LOCATION OF LOTS AS SHOWN ON THE PRELIMINARY APPROVED PLAT. PRELIMINARY REVIEW HAS IDENTIFIED THE FOLLOWING CONDITIONS OF APPROVAL WHICH REPRESENT PORTIONS OF THE DRAINAGE REQUIREMENTS. ALL OTHER APPLICABLE REQUIREMENTS IN KCC 9.04 AND THE SURFACE WATER DESIGN MANUAL (SWDM) MUST ALSO BE SATISFIED DURING ENGINEERING AND FINAL REVIEW. A. DRAINAGE PLANS AND ANALYSIS SHALL COMPLY WITH THE 1996 KING COUNTY SURFACE WATER DESIGN MANUAL AND APPLICABLE UPDATES ADOPTED BY KING COUNTY. ODES APPROVAL OF THE DRAINAGE AND ROADWAY PLANS IS REQUIRED PRIOR TO ANY CONSTRUCTION. B. CURRENT STANDARD PLAN NOTES AND ESC NOTES, AS ESTABLISHED BY DOES ENGINEERING REVIEW, SHALL BE SHOWN ON THE ENGINEERING PLANS. C. THE FOLLOWING NOTE SHALL BE SHOWN ON THE FINAL RECORDED PLAT: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OU1LET AS SHOWN ON THE APPROVED CONSTIRUCTION DRAWINGS # ON THE FILE WITH DOES AND/OR THE KING COUNTY DEPARTMENT OF TIRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTIRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL FOR THOSE LOTS THAT ARE DESIGN A TED FOR INDIVIDUAL LOT INFIL TIRA TION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE." D. THE STORM WATER CONTIROL FACILITY SHALL BE LOCATED IN A SEPARATE TIRACT AND DEDICATED TO KING COUNTY UNLESS PORTIONS OF THE DRAINAGE TRACT ARE USED FOR REQUIRED RECREATION SPACE IN ACCORDANCE WITH KCC 21A.14.1BD. . B. A DRAINAGE ADJUSTMENT (L03V0065) IS APPROVED FOR THIS SITE AND FOR THE LIBERTY GROVE CONTIGUOUS SITE (L03POOD5). THE ADJUSTMENT ALLOWS COMBINING THE STORM WATER FROM BOTH SUBDIVISIONS ON THE LIBERTY GROVE CONTIGUOUS SITE; AND ROUTING POST DEVELOPED FLOWS TO 160TH AVE. SE. A FLOW SPLITTER IS PROPOSED TO MAINTAIN EXISTING FLOWS TO THE SOUTH. ALL CONDITIONS OF APPROVAL FOR THIS ADJUSTMENT SHALL BE MET PRIOR TO ENGINEERING PLAN APPROVAL. A CONCEPTUAL DRAINAGE PLAN SHOWING THE PRELIMINARY CONFIGURATION WAS RECEIVED MARCH 11, 2003. 9. THE STORMWATER DETENTION FACILITY SHALL SE DESIGNED TO THE LEVEL 3 FLOW CONTIROL STANDARD IN THE 1998 KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). THE FACILITY SHALL ALSO BE DESIGNED TO MEET THE BASIC WATER QUALITY MENU. 10. THE DOWNSTREAM DRAINAGE SYSTEM ALONG THE EAST SIDE OF 160TH AVE SE FROM THE SOUTH PLAT BOUNDARY OF LIBERTY GROVE CONTIGUOUS TO APPROXIMATELY 50 FEET SOUTH OF THE CULVERT 29 (HOUSE # 14028); SHALL BE IMPROVED TO ACHIEVE ADEQUATE DRAINAGE CAPACITY PER THE 1998 KCSWDM. CULVERT 29 IS APPROXIMATELY 900 FEET SOUTH OF THE SOUTHWEST CORNER OF LCG SITE AND IS SHOWN IN THE LEVEL 1 OFFSITE ANALYSIS RECEIVED SEPTEMBER 3, 2003. PLANS AND SUPPORTING CAPACITY ANALYSIS FOR THIS IMPROVEMENT SHALL BE SUBMITTED WITH THE ENGINEERING PLANS. 11. THE 100-YEAR FLOODPLAIN FOR ANY ON-SITE WETLANDS OR STIREAMS SHALL BE SHOWN ON THE ENGINEERING PLANS AND THE FINAL PLAT PER SPECIAL REQUIREMENT #2 OF THE KCSWDM. 12. THE FOLLOWING ROAD IMPROVEMENTS ARE REQUIRED TO SE CONSTIRUCTED ACCORDING TO THE 1993 KING COUNTY ROAD STANDARDS (KCRS): A. SE 135TH PL SHALL BE IMPROVED TO THE URBAN SUBACCESS STREET STANDARD. B. FRONTAGE: THE FRONTAGE ALONG 160TH AVE SE SHALL BE IMPROVED TO THE URBAN NEIGHBORHOOD COLLECTOR STANDARD(WEST SIDE ONLY). C. FRONTAGE: THE FRONTAGE ALONG SE 136TH ST MAY BE IMPROVED TO THE URBAN STANDARDS PER THE SEPA MITIGATION LIST. D. TRACE A SHALL BE IMPROVED AS A PRIVATE ACCESS TIRACT ACCORDING TO SECTION 2.09 OF THE KCRS. THE TIRACT SHALL BE OWNED AND MAINTAINED SY THE OWNERS OF THOSE LOTS BEING SERVED. TRACTS C AND D SHALL EACH SE IMPROVED AS A JOINT USE DRIVEWAY PER SECTION 3.01 OF THE KCRS. THE TRACTS SHALL SE OWNED AND MAINTAINED BY THE OWNERS OF THOSE LOTS BEING SERVED. E. A R/W RADIUS SHALL BE DEDICATED AT THE NORTHEAST QUADRANT OF 158TH AVE SE AND SE 136TH ST. (SOUTHWEST CORNER OF LOT 16), AND A SECOND RADIUS SHALL BE DEDICATED AT THE NORTHWEST QUADRANT OF 160TH AVE SE AND SE 136TH ST. (SOUTHEAST CORNER OF LOT 24). F. MODIFICATIONS TO THE ABOVE ROAD CONDITIONS MAY BE CONSIDERED ACCORDING TO THE VARIANCE PROVISIONS IN SECTION 1.08 OF THE KCRS. 13. ALL UTILITIES WITHIN PROPOSED RIGHTS-OF-WAY MUST SE INCLUDED WITHIN A FRANCHISE APPROVED BY THE KING COUNTY COUNCIL PRIOR TO FINAL PLAT RECORDING. 14. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), BY. PAYING THE REQUIRED MPS FEE AND ADMINISTIRATION FEE AS DETERMINED SY THE APPLICABLE FEE ORDINANCE. THE APPLICANT HAS THE OPTION TO EITHER: (1) PAY THE MPS FEE AT FINAL PLAT RECORDING, OR (2) PAY THE MPS FEE AT THE TIME OF BUILDING PERMIT ISSUANCE. IF THE FIRST OPTION IS CHOSEN, THE FEE PAID SHALL BE THE FEE IN EFFECT AT THE TIME OF PLAT APPLICATION AND A NOTE SHALL BE PLACED ON THE FACE OF THE PLAT THAT READS, "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID." IF TrlE SECOND OPTION IS CHOSEN, THE FEE PAID SHALL BE THE AMOUNT IN EFFECT. AS OF THE DA TE OF BUILDING PERMIT APPLICATION. 15. THE PROPOSED SUBDIVISION SHALL COMPLY WITH THE SENSITIVE AREAS CODE AS OUTLINED IN KCC 21A.24. PRELIMINARY PLAT REVIEW HAS IDENTIFIED THE FOLLOWING SPECIFIC REQUIREMENTS THAT APPLY TO THIS PROJECT. ALL OTHER APPLICABLE REQUIREMENTS FROM KCC 21A.24 SHALL ALSO BE ADDRESSED BY THE APPLICANT: SOUTHEAST 136TH STREET TO THE SOUTH OF THE PROJECT SITE MAY OR MAY NOT BE IMPROVED PRIOR TO BEGINNING CONSTRUCTION ON LIBERTY GROVE. IF ROAD IMPROVEMENTS ARE MADE OR ARE IN THE PROCESS OF BEING CONSTRUCTED, THEN NO WETLAND CONDITIONS SHALL APPLY. IF HOWEVER THE IMPROVEMENTS ARE NOT MADE OR ARE NOT UNDER CONSTRUCTION, THEN THE EXTENT OF THE BUFFER/WETLAND AREA SHALL BE SHOWN ON THE PLAT OF LIBERTY GROVE AND A SENSITIVE AREAS TIRACT IS REQUIRED FOR THE PROTECTION OF THE CLASS II BUFFER/WETLAND AREA FOR THE WETLAND IDENTIFIED ON THE PLAT OF EVENDELL 16. THE FOLLOWING NOTE SHALL SE SHOWN ON THE FINAL ENGINEERING PLAN AND RECORDED PLAT, IF WETLAND SUFFER IS NECESSARY PER CONDITION 15 ABOVE: RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE -AREAS AND BUFFERS - DEDICATION OF A SENSITIVE AREA TIRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTC:RES1' lN THE .LAND WITHIN THE TIRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTIROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HASITA T. THE SENSITIVE AREA. TIRACT /SENSITl\/1, AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TIRACT/SENSITIVE AREA AND SUFFER THE OBLIGATION, ENFORCEABl.E,OM l;IEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TIREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TIRACT/S[N$!1(VE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND EM\1i<OllMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED SY LAW. , 1 THE COMMON BOUNDARY BETWEEN THE TIRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY, MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJE'.'.J TO _THE SENSITIVE AREA TIRACT/SENSITIVE AREA ANO BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWlSE !PROVIDED BY LAW. 17. SUITABLE RECREATION SPACE SHALL BE PROVIDED CONSISTENT WITH THE REQUIREMENTS KCC 21A.14.1BD AND KCC 21A.14.190 IN PROVIDING SPORT COURT(S], CHILDREN'S PLAY EQUIPMENT, PICNIC TASLE[S], BENCHES, ETC. . A. A DETAILED RECREATION SPACE PLAN (I.E., LANDSCAPE SPECS, EQUIPMENT SPECS, ETC.) SHALL BE SUBMITTED FO~ REVIEW AND APPROVAL BY DDES AND KING COUNTY PARKS PRIOR TO OR CONCURRENT WITH THE SUBMITTAL OF THE ENGINEERING PLANS. THIS PLAN SHALL COMPLY WITH ORDINANCE # 140,45. - B. A PERFORMANCE BOND FOR RECREATION SPACE IMPROVEMENTS SHALL BE POSTED PRIOR TO RECORDING OF THE PLAT. 18. A HOMEOWNERS' ASSOCIATION OR OTHER WORKABLE ORGANIZATION SHALL BE ESTABLISHED TO THE SATISFACTION OF ODES WHICH PROVIDES FOR THE OWNERSHIP AND CONTINUED MAINTENANCE OF THE RECREATION, OPEN SPACE AND/OR SENSITIVE AREA TIRACT(S). ' 19. STREET TIREES SHALL BE INCLUDED IN THE DESIGN OF ALL ROAD IMPROVEMENTS, AND SHALL COMPLY WITH SECTION i';.03 OF THE KCRS AND KCC21A.16.050: A. TREES SHALL BE PLANTED AT A RATE OF ONE TIREE FOR EVERY 40 FEET OF FRONTAGE ALONG ALL ROADS. SPACING MAY SE MODIFIED TO ACCOMMODATE SIGHT DISTANCE REQUIREMENTS FOR DRIVEWAYS AND INTERSECTIONS. 8. TREES SHALL SE LOCATED WITHIN THE STREET RIGHT-OF-WAY AND PLANTED IN ACCORDANCE WITH DRAWING NO. 5-009 OF THE 1993 KING COUNTY ROAD STANDARDS, UNLESS KING COUNTY DEPARTMENT OF TIRANSPORTATION DETERMINES THAT TREES SHOULD NOT BE LOCATED IN THE STREET RIGHT-OF-WAY. . C. IF KING COUNTY DETERMINES THAT THE REQUIRED STIREET TIREES SHOULD NOT BE LOCATED WITHIN THE RIGHT-OF-WAY, TH_EY SHALL BE LOCATED NO MORE THAN 20 FEET FROM THE STIREET RIGHT-OF-WAY LINE. D. THE TIREES SHALL BE OWNED AND MAINTAINED SY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION OR OTHER WORKABLE ORGANIZATION UNLESS THE COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. OWNERSHIP AND MAINTENANCE SHALL BE NOTED ON THE FACE OF THE FINAL RECORDED PLAT. i E. THE SPECIES OF TIREES SHALL SE APPROVED SY ODES IF LOCATED WITHIN THE RIGHT-OF-WAY, AND SHALL NOT INCLUDE POPLAR, COTTONWOOD, SOFT MAPLES, GUM, AND FRUIT-BEARING TREES, OR ANY OTHER TIREE OR SHRUB WHOSE ROOTS ARE LIKELY TO OBSTIRUCT SANITARY OR STORM SEWERS, OR THAT IS NOT COMPATIBLE WITH OVERHEAD UTILITY LINES. F. THE APPLICANT SHALL SUBMIT A STREET TIREE PLAN AND BOND QUANTITY SHEET FOR REVIEW AND APPROVAL BY DOES PRIOR 1:0 ENGINEERING PLAN APPROVAL G. THE STIREET TIREES MUST BE INSTALLED AND INSPECTED, OR A PERFORMANCE BOND POSTED PRIOR TO RECORDING OF THE ~LAT. IF A PERFORMANCE BOND IS POSTED, THE STREET TIREES MUST SE INSTALLED AND INSPECTED WITHIN ONE YEAR OF RECORDING OF THE PLAT. AT THE TIME OF INSPECTION, IF THE TREES ARE FOUND TO SE INSTALLED PER THE APPROVED PLAN, A MAINTENANCE BOND MUST SE SUBMITTED OR THE PERFORMANCE BOND REPLACED WITH A MAINTENANCE BOND, AND HELD FOR ONE YEAR. AFTER ONE YEAR, THE MAINTENANCE BOND MAY BE RELEASED AFTER ODES HAS COMPLETED A SECOND INSPECTION AND DETERMINED THAT THE TREES HAVE SEEN KEPT HEALTHY AND THRIVING. A LANDSCAPE INSPECTION FEE SHALL ALSO BE SUBMITTED PRIOR TO PLAT RECORDING. THE INSPECTION FEE IS SUBJECT TO CHANGE BASED ON CURRENT COUNTY FEES. ~ 20. THE FOLLOWING HAVE BEEN ESTABLISHED BY SEPA AS NECESSARY REQUIREMENTS TO MITIGATE THE ADVERSE ENVIRONMENTAL IMPACTS OF THIS DEVELOPMENT. THE APPLICANTS SHALL DEMONSTIRATE COMPLIANCE WITH THESE ITEMS PRIOR TO FINAL APPROVAL INDIVIDUALLY, OR JOINT WITH OTHER AREA DEVELOPERS, THE APPLICANT SHALL DESIGN AND CONSTRUCT IMPROVEMENTS TO SOUTHEAST 128TH STIREET AT 160TH AVE. SE TO MITIGATE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION. OR, THE APPLICANT SHALL REDUCE THE PROJECT IMPACTS AT THE HIGH ACCIDENT LOCATION BY COMPLETING THE REMAINDER OF THE IMPROVEMENTS TO SOUTHEAST 136TH STREET (I.E. ADDITIONAL PAVING, CONCRETE CURBS, GUTTERS AND SIDEWALKS), BETWEEN 158TH AVENUE SE AND 160TH AVENUE SE, AND. REVISE THE CHANNELIZATION AT THE INTERSECTION OF 156TH AVENUE SE/SE 136TH STREET TO PROVIDE A SOUTHBOUND LEFT TURN LANE. SCHOOL MITIGATION FEES 21. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO KING COUNTY CODE 21A.43, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, FIFTY PERCENT (50%) OF THE IMPACT FEES DUE FOR THE PLAT SHALL SE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO RECORDING, USING THE FEE SCHEDULES IN EFFECT WHEN THE PLAT RECEIVES FINAL APPROVAL THE BALANCE OF THE ASSESSED FEE SHALL BE ALLOCATED EVENLY TO THE DWEWNG UNITS IN THE PLAT AND SHALL BE COLLECTED PRIOR TO BUILDING PERMIT ISSUANCE. SCHOOL WALKWAYS 22. THE APPLICANT, INDIVIDUALLY OR IN CONJUNCTION WITH OTHER DEVELOPERS, SHALL CONSTRUCT AN OFF-SITE WAUKWAY TO LIBERTY HIGH SCHOOL FROM THE SITE. THE WAUKWAY SHALL SE CONSTRUCTED WITHIN THE RIGHT-OF-WAY FROM 160TH AVE SE, EAST ALONG SE 135TH STREET TO 166TH AVE SE, AND SOUTH TO LIBERTY HIGH SCHOOL AT SE 136TH STREET, OR VIA ALTERNATIVE RIGHT-OF-WAY AND EASEMENTS THAT BECOME AVAILABLE AND ARE APPROVED SY DOES. ONE ACCEPTABLE ALTERNATIVE WOULD BE TO USE FUTURE RIGHT-OF-WAY OF SOUTHEAST 136TH STIREET AND 162ND AVENUE SOUTHEAST TO CONNECT WITH THE SIDEWAUK IMPROVEMENT OF "FIVE LOT SUBDIVISION," AND THROUGH THE PLAT OF "FIVE LOT SUBDIVISION" /LOOPOD23 TO THE SOUTHWEST GATE OF LIBERTY HIGH SCHOOL THE WAUKWAY SHALL BE DESIGNED AND CONSTIRUCTED IN ACCORDANCE WITH THE 1993 KING COUNTY ROAD STANDARDS AND SHOWN ON THE ENGINEERING PLANS FOR ODES REVIEW AND APPROVAL ANY SURFACING ALTERNATIVE FROM THE KING COUNTY ROAD STANDARDS (KCRS 3.09) MAY SE SUBMITTED FOR APPROVAL THROUGH A ROAD VARIANCE APPLICATION. REV. NO. DAlE CLIENT - DESCRIPTION 5 /2s/os-KING COUNTY D.D.E.S. Rt?£~ DALEY-MORROW-POBLETE, INC. LAKEAIDGE DEVELOPMENT, INC. 726 AUBURN WAY NORTH comp1etion Dote AUBURN, WASHINGTON 98002 , 'i ~J(p, f){ Completion!Jate PHONE; (253)333-2200 (FAX)333-2206 , -, 1, , ENGINEERING -SURVEYING ._., LAND PLANNING PROJECT P.O. 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STEEL WATERf,AIN I "-"-~r-! •O' ~ L SFRJ I _r-L ~--~ / /9S080207'78 & 98022417861.'°\"\ --,, \.\ I /• :-:-:-:-:-:-, I I 1------1 I 1 ~ --ft REV. NO • --I I---------i ! I I '\ I 111): !1"' / HOUSE ---,1 ---=---, N:;;,~ ,,~ ',-" ----------~\. \.~ \ .\ \ __ /..,--\ \ --~ ~ 2\i~~ I L ____________ _J L I I 1 ___ l__ [ I \ 47a+-1tc} i~-;:_.-.:-::-:-_:Tc:-::-::_:"',._ L/_,,"t ff /r \..__ J. _ _\ /L \\'\ \'\ ,, \ \ 'j: 1{ .. ! _ I I 1 ,------, ; I \ I ,1\~:·1 ! 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DA1Bl APPROVED M,L.D. DAlE 03/09/05 JOBf 01 470 OF ! 3t 00 11 I ' I I • ii,·,'.';;, I I SHEET 3 OF 19 11\Projects\01-470 LIEERTY\dwg\01470ENG.dwg 5/4/2005 9128129 AM PST LUA-08-t2-f \ 0 ~ I 5 I I ____ I I i I (i,,~ ! I I I I --, I I I I I I R.0. W. ARE!A TO BE DEDICA D TO KING C NTY 4+00 I t 30.01' t 18 4. • I 89.99' 12 R=50.00 L=20.00' ACCESS & 15 UTILITIES 85.97' N 87'55'20" W L=38.39' R=25.00 !1=87'59'15" .14 16 ,,·.-·!'"./ ...•• ,;·:: ...... : • .-~.,.-,·., :.:. : " 83.80' n 61.92' .. ·:·. -~~-· .. I" ID. "' "' • 00 (0 • "' (0 •O 5~ z N 88'33' 99.51' 10 w - @ 590Br 5' CH NLIKFNCE 95.00' z TRACT'A' 7 0 ACCESS --..; 0 & U11Ll11ES 0, ~ . "' 6 ~ (0 r,i N41"59'06"E 20.00· 88"33"24"W 82.00' TRACT 'B' 1:, 0 REC. OPEN I in ci 5 SPACE --j "'~•i-"'--: @ 5' CHAIN LINK FENCE z 105.59' 0 -. ~ 0 "' 1 c,i ;l' 0, r,i N39"05'54"W 20.90' N88"33"24"W 94.64' 2 0 0 DCC -z 0... ~~ g . -·. '·' ·:-~ ;;_ •• ·-· '!· :; :· .•. ·• •. ·,, :· .... • ••• • ,.:.•-: ,:·-,_ ··;-... ~' '~--,·:·, •.-•; .-•• -;,,; • •• ~. -:::-.-••• ... •:: ,::,. .,•: -=~· ,, ,.. ~t I ~~---1 . s E 13 m 653.45' g 0 0 0 0 0 N87'55'2o·w +- " 26.09. . z °'5 0 :!! -+ °'< 0 r ~ _ .L._ __ 1 • _:... 6t!! ,.sr. I ------------------_1 ~ R.O. W. AREA TO 1 I I I --BEJlEJll.CA TED TO --- --- I --1 I I --1 I --1 I I I I I I I I I I I I I I ~-----~ J ;_l : L __ _/ I/ L_~ \ \ \ > l \ ~-----~ (V ~ I I I I 1 I 1,--\ f------1 I I I "'- I 1 ---L -,-_____ I "' I "- LIBERTY GROVE MAILBOX NOTE: BOX (A): 12 UNIT CBU SERVES LOTS 1-6 & 19-24 BOX (B): 12 UNIT CBU SERVES LOTS 7-18 l I I I ~ I "- , -----1 I r~ "-"' I I ,--T....L_T-----1 L __ l_ --~ ~--I I I I I I I " l ---1 I I 1. lw: I -·::·.\ 11 I I l~l I );:(\ I I I I I / 1j .. "--. I I ./ ·::\. \ ____ J__I ___ L __ L ___ I_..J. I / ,'• '() ............ • -1."" .. .... .. _ .. -( -; ,•, <'~', -·-, -I c..... , ....... ( \•' _p;, ~~ .. --..._ ~ I .,,,. . ;;,· , -· ,,, _. ' , I ., ~ -. ,.; .... ,.\ __ .. "-. ~ r ~ " .. : .. > ... ;:, '~7:; .. I • , .. -, ~,,, .,. {._..' -1-------" /~,--,-·---r-- ( I I I l---------I , I I L __ . --· : 1 '"' I I I I "- I I I I "- I I I \ 5/zs/o5 Compl.etion Date tf/Y5 Complet1on Date te{iSlD1: Approval Date '\ ---~. ',' " . ......... • ....... l , ... -. lK, ....... ---· I,,' -~-:t \ ::.:-:0-' .. --,..,-, I --,_, -:,f .. ~ \ f:~, "' \ BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 1 12/02/04 REVISED PER KING COUNT( REVIEW M.LD. EXISTING UTILITIES SH<71/N ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH REV. NO. OAlE I EXPIRES 9 JAN 2006 STAUP NOT VALID UN1.ESS SIGllED ,I: OAllll DESC81Pl10N APPROVED DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 96002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CLIENT PROJECT LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425) 228-9750 PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS HORIZONTAL SITE PLAN DRA"" BY SCALE 1"=50' ORA\\1NG01470ENG 4 ._ __ .1.H"'.D"'.,.,,o,,.._1--------1-----------1SHEET -"'---1 APPRO°VEO M.l.D. DAlE 5 05/04 JOBf 01-470 OF KING CO I I I I I I I I I 01' s+oo ·, -~ I 5100 :j • I t T :~ :.: ' •too .'.'. I I I 1 I 0010 I I --_J 35 60.00' N89'34'39"W COMMUNICATION EASEMENT Rec. No. 6603230765. 36 N89'34'39"W · 110.00' TRACT'B' STORM POND 171.54' 0 10 20 50 SCALE 1" = so· A PORTION OF NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING·COUNTY, WASHINGTON RESRICTIONS FOR SENSITIVE AREA TRACTS & SENSITIVE AREA BUFFERS DEDICATION OF A SENSITIVE AREA TRACT /SENSITIVE AREA AND BUFFER CONVEYS TO 11-IE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT /SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEA VE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. 12 0270 11 0260 10 0250 i i I I ! I I I I I I I L~----------- 14 1:,c 0 .., "' 25 ao I I I I I I I -r I I I I I L_ --- 0126 LIBERTY GROVE MAILBOX CONTIGUOUS NOTE: BOX (A): 12 UNIT CBU SERVES LOTS 1-6, 30, 32-36 BOX (B): 13 (MIN.) UNIT CBU SERVES LOTS 31, 7-15 & 27-29 BOX (C): 11 (MIN.) UNIT CBU SERVES LOTS 16-26 -----r-----i--- 1 I 3 I 2 I oo10 1 , 1 (,,. oa20 I FND TACK IN LEAD IN :, -.. (t-1.... I PYRAMID MON AT EDGE 11},. ("•, ' .... OF PAVEMENT T <' ',-<,.J ' I ' I ,,, , ' ............... ,'"-I 0030 / -. ·' ' . . ---'--· I -, -,, ii ,c---,, ... , ,· ._,.. I 1/"' ,_,.. (~., I ' -' ' _L ___ '~ ...L A -------- 10 SHEET 4 OF 19 Il'\ProJects'\01-470 LIBERTY'\dwg'\01470ENG.dwg S/4/2005 9t28129 AM PST .~~-LlJA-o 8'-(2..f -------~··--.-·--------. -- ~ r------------------~A~PO~Rmrrv1o~N'.i":O~F~N:i;'E""'.i"1/;:;4-;, S~E="".1";j'/ 4~AN~D~Sii'iW;""'.i'1/'i"';;4j'j, Nu"rE=-:;;1/ 47 ,-;:S;;::E:;::C:--:. 1i";4,-::;T;::-_-:::"::23:::':'N~, ':::R""'-::5=:::E~, w~.M:-. ---------------------- 5 i ~ t II : 0 I -_KING_~OUN_TY_, .w A_Si_lNGT_ON_ --I.E-.-495.69 ~ NOTES: 1. All CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. II I I I I.E.-496.18(4" CPEP) I t ~~ 0020 I I 2. All STORM DRAIN PIPE SHALL BE PVC UNLESS OTHEREWISE SPECIFIED. II I I.E.-496.24( 4" CPEP) I ASPHALT TAPER @ 10:1 36LF' 1 I.SD @ 9.171 ____ _J 3. ROOF DRAINS & STUBOUTS SHALL BE 6" PVC UNLESS SPECIFIED OTHERWISE. ~ II I I W/2' GRAVEL ~HQULDER (SIDE SLOPE 2:1 MAX.) REPA\R EX. GRAVEL DRIVEWAY IN KIND I 57.8 LF 12" EX. CONC I I.E.-493.64 I I I I I --- 197.5 LF 12"~@ 2.28% I.E.=495.21 I I •••••• -I I···· · · ·1 ,: : .... : ::r t · .[/). · 1 r·trJ· .-::, I·.... ·J 1:.· ....... II I ------, :» t<>: II I······· ·r DRIVi -'. : ... \ . ·... . ...• r I ::~~{tD! I I / %i•:••:•: /I~--// C§v : ;,;:> : : :1 I 11 !:-:.~-:·.-> ·1 ' i<<<r>i// I.E.=492.33 t:·:-· ... ·!1 1 I ,~ ... ~ 9 ----·------:: ;0 .. I 01 I " Gtii) .fc:::l >tj" >. I 22.3 LF 12 EX. :.._ .. 1-· · · • -·I CONG @ 2.42% .'.'.' ... _. ·' I I ', . -l . • -• • • . • I I : .... 1··:_ l I . . . -. _ 1·: · .. ·. ·1 I.E.-4 1. 79 1 •.... 1 REGRADE DITCH F'ROM EXISTING i < 1 12" CONC. CULVERT TO NEW 15" i> 12: ' CUL VERT (2: 1 MAX. SLOPE) TAPER lRANSITION TO ID ••. 49 '@0 ·• .... ,,.----- 1 1 ~ I ~ 13+i;eto ~ ~ SIDEWALK, CURB & I [., GUTIER il 1 r:, RELOCATE MAILBOX il 496---5, c -L -~ 1'1 BEHIND WALK ..---/ c c _ 1H/\lN i;K F_ENCE. ' _ ~ :-::_: LIN~ FE~CE ---- -~~~&-1--------~ TRACT'A' ---- ? ACCESS . CONlRACTOR TO I & UTILITll;:S.-_ _ CONTACT P.S.E.1 F'OR ..----f---._ ..--6 ---..______ POLE RELOCATION ----... ----------..---191 ~ ---ONCRE:'FE-lRAMS!IION....RAMP- ',,, . (SEE DTL SHT. 15 OF' 19) I .. ::::-:-. 1/ )------"-!"#=--··v ,., f-- I -----"11• ,,::: ::::t I -----LI I I TRACT "B' REC. OPEN SPACE I I : . · . .-.. I I I II II I :L :· :):i: I L 10' PRIVATE STORM :,,: . t · !: ·.,·:. · ... ,. I DRAINAGE EASEMtT-z-' I • I I I -~ 5 \ -1 I~·. ·:::::::: I--1 C: O· ' : •• I / ,,,; :-:-:-:--: ~-t -.---2 -~ ;i. " -----J J 10' PRIVATE St(? -;):/ ::j; !J.3l--~ ;:::: ~ :·., __ ~ -,, "-I,_ -DRAINAGE EASEME!'J f::: :/>)' I I_ ~ :. · '. .', . 'f'i n;~~!J2!~~~~::jr'~, ~2 ~•JI" I --::::-:-:-:-:-:.~: H --. ' : r / I I f) :::::: I I ' M"l:BOX I 22 4LF 12·0 I . .-.-.-.-.-.-.-.,, I I .,. I ••• ,,. ...... , : I J-OCATION I I @ 0.98% ·.-.-. ·.-.-.· I I : -L_, / 6" SD I I 4 • , / c.o. _ ~ -1,J.Al,.F' 12 DJ. I EX. CB RIM-496.02 I.E.=491.62-S I.E.=491.72-N I.E.=491. 72-E 1 0010 CPEP I.E.-493.44 J ----- I.E.-491.89 8.7 LF 12" EX. CPEP @ 10.00% RIM=494.D1 ------1 I.E.=491 .21-S 1.E.=491.31-N I.E.-491.36-E I APPROX. LOCATION 3 EX. 8" WA TERMAIN 01BO SAWCUT NEAT LINE AND MATCH EXIST PAVING SAWCUT NEAT LINE & PATCH PAVEMENT PER DETAIL SHT. 15 OF' 19, I I I (TYP. ALL UTILITY TRENCHE~ -IN-EX--EAVEMENT AREA) 26.5LF' 12"0.I. C 1.62% I I ~ 15 0300 LIBERTY GROVE STA: 13+58.83, 115.25' LT. CB# 1 BP TYPE I RIM=496.38 I.E.=483.30 STA:11+53.50, 12.13' LT. CB# 2 BP TYPE I W/SOLID LOCKING LID RIM=488.59 I.E.=485.68 CB# 3 BP TYPE I RIM=488.6± (MATCH PAVING) I.E.=485.65 EX. 12" (N) I.E.=485.25 12• (W) I.E.=485.00 15• (S) CB STA: 10+24.84, 16.26' RT. (160TH AVE. S.E.) STA:13+22.11, 25.49 (S.E. 136TH ST.) CB# 4 BP TYPE 11-48"¢ W/SOLID LOCKING ROUND COVER RIM=484.28 I.E.=477.28.15" (N&SW) I.E.=481.53 12" (E) STA:9+85.79, 17.37' LT. CB# 5 BP TYPE 11-48"¢ RIM=482.4± I.E.=474.58 15" (NW&NE) I.E.=473.83 24" (S) STA: 12+37.34, 24.37' LT. CB# 6 BP TYPE IL W/ SOLID LOCKING LID RIM=483.0± I.E.=478.67 15" (W&E) I.E.=478.92 12" (S) STA:10+87.34, 24.37' LT. CB# 7 BP TYPE I W/SOLID LOCKING LID RIM=484.24 I.E.=480.00 15" (W&E) I.E.=480.50 12" (S) STA:9+37.34, 24.37' LT. CB# 8 BP TYPE I W/SOLID LOCKING LID RIM=485.40 I.E.=481.65 15• (W&E) I.E.=481.25 12" (S) TABLE STA: 11 +84.22, 18. 79' LT. CB# 28 TYPE I ·- RIM=489.39 I.E.=486.17 STA: 1 +58, 13.22' LT. CB# 29 TYPE I RIM=486.38 I.E.=483.59 12" (N,E&W) STA: 1 +58, 13.22' RT. CB# 30 TYPE I RIM=486.38 I.E.=483.85 12" (NE&S) I.E.=484.35 6" (NW) 1+53.82, 26.42' RT. CB# 31 TYPE I RIM=486.74 I.E.=483.92 STA: 1+31.38, 26.42' RT. CB# 32 TYPE I RIM=486.84 I.E.=484.14 STA:3+31.30, 13.22' LT. CB# 33 TYPE I RIM=487.86 I.E.=484.46 12" (W,E&N) STA: 3+31.30, 13.22' RT. CB# 34 TYPE I RIM=487.86 I.E.=484. 73 12" STA:4+12.09, 13.52' LT. CB# 35 TYPE I . RIM=488.79 I.E.=484.87 STA: 5+26.44, 36.40' RT. CB# 36 TYPE I RIM=490.58 I.E.=486.59 12" {SE&NE) STA: 5+34.48, 48.04' RT. CB# 37 TYPE I RIM=490.69 1.E.=487.48 12" (SE&SW) STA: 5+ 13.91, 57' RT. CB# 38 TYPE I RIM=490.69 I.E.=487.60 -----....,, __ ---........ --............... ____ ~.::~-'--------- CONlRACTO 6N-'FA ?CJ::::::=:_:::-:::··:::=-:"::·-::::··::· ::'": WATER DISlRICT O F, o REMOVAL & RELOCATI ~ . EX. FIRE HYO A T I I STA:7+37.34, 24.37' LT. CB# 9 BP TYPE 11-48"¢ W/ SOLID LOCKING ROUND COVER RIM=490.22 I.E.=482.94 15" {W&E) I.E.=486.32 12" (S) STA:12+37.34, 15.25' LT. CB# 39 CURB INLET . RIM=482.53 ----- I -I- I I ----- I ~ I I ~ I w z :J t < g; .__-----2:6'----~ CEMENT CONCRETE ROLI.ED CURB & GUTTER SEE DETAIL SHT. 13 OF 19 ~ ~ I <------2~·--~~~ ,___-11·--·-il-·--·11 '---' 2· SUBGRADE SL PE I 2.0% I 2" CLASS B ASPHAl T CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL lREA 1MENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 PRIVATE ACCESS TRACTS A ROAD SECTION F-F (LOOKING NORTH) N.T.S. & C ~---·1s'·---~ ... z ... ~ ;,<_ u. 0 w Cl w z w w 5 " z w :J 0.3' 3: > ... < () 0 0. ,i < u. ~ 0 0.1· ~~''""""""' o:;r 2" CLASS B ASPHALT CONCRETE 0 10 20 L. ~ I iac+ I SCALE 1" - 1 1/2" CRUSHED SURFACING TOP COURSE 2 1 /2" CRUSHED SURFACING BASE COURSE ADDITIONAL 1REA1MENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 JOINT USE DRIVEWAY SECTION TRACT "D" (LOOKING NORTH) CEMENT CONCRETE ROLI.ED CURB & GUTTER SEE DETAIL SHT. 13 OF 19 N.T.S. 40 I 40' LEGEND: " • ):) 9 C </ -< IIU 0 ...... ):H --•- --o-- EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING MAIL BOX EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING UTILITY POLE ANCHOR EXISTING SlREET LIGHT EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE --x--EXISTING BARB WIRE FENCE EXISTING BUILDING LINE (LOCATION APPROXIMATE) 1~.:--.•.. ~--:---:-:-.: .. ·~-:-1 EXISTING PAVEMENT !·--····· .... :.~·:::::.:.·::.·:.:1 PROPOSED PAVING AREA ?,:/,7/,'l,l * PAVEMENT OVERLAY AREA !.&:.~~~%! SEE NOTE THIS SHEET BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800-424-5555 EXISTING UTI L I Tl ES SHCl/oN ARE FROl,IJ THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH .. ,.~···-·-····--···-- NOTE: CONlRACTOR TO CONTACT UTILITY LOCATOR AND VERIF'Y GAS & OTHER UTILITY LOCATIONS AND RESOLVE CONF'UCTS IF' ANY, WITH APPROPRIATE UTILITY CO. PRIOR TO INSTAWNG PIPE, (TYP. ALL UTILITIES) JAME . ANDERS, P.E. LOPMENT ENGINEER Comments: I EXPIRES *PAVEMENT OVERLAY NOTE: PER KCRS SEC. 4.01F', A 1" FULL WIDTH OVERLAY SHALL BE REQUIRED. IH AREA S118VM. THE OVERLAY MAY BE WAIVED ONLY AF'TER AN EVALUATION OF' PAVEMENT CONDITIONS OR CHANNELIZATION REQUIREMENTS HAS BEEN COMPLETED AND APPROVED BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT ENGINEER. IF' ROAD SURF'ACE FAILURES ARE PRESENT, ALL APPROPRIATE REPAIRS TO THE EXISTING SUBGRADE, BASE MATERIAL AND SURFACING SHALL BE MADE PRIOR TO PLACING THE OVERLAY. (SEE LECENB Fell: l"A'V'EMENl OvERLA'r' ARl!.'A7 STA:6+67.54, 27.21'LT. CB# 10 BP TYPE 11-48"¢ RIM=491.7± MATCH PAVING W/SOLID LOCKING LID I.E.=488.9± 12" (W) EX. I.E.=488.90 15" (SE) NEW I.E.=488.90 15• (N) NEW STA: 9+67.98, 15.25' RT • CB# 25 TYPE I RIM=481.88 I.E.=479.32 STA:10+56.33, 15.25' LT • CB# 26 TYPE I RIM=485.29 I.E.=482.08 STA:11+37.51, 15.23' LT. CB# 27 TYPE I W/SOUO LOCKING LID RIM=488.08 I.E.=482.87 12" (W&N) I.E.=482.62 15• (S) REV. NO. DAlE DALEY-MORROW-POBLETE, INC. CLIENT 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 PROJECT ENGINEERING -SURVEYING LAND PLANNING I.E.=479.00 STA:10+87.34, 15.25' LT. CB# 40 CURB INLET RIM=483.63 I.E.=480.60 12• (N) STA: 9+37.34, 15.25' LT. CB# 41 CURB INLET RIM=484.38 I.E.=481.35 12" (N) STA: 7+37.38, 15.25' LT. CB# 42 CURB INLET RIM=489.40 1.E.=486.40 12" {N) WA-08-12.1 DESCRIPTION LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 , PHONE No. ( 425)228-9750 APPROVED LIBERY GROVE/CONTIGUOUS ~\\.Cilt LIBERTY GROVE STREET AND STORM DRAINAGE PLAN 9 JAN 2006 .. D-RA-~-"BY'-"-"'=.,,--l-s-c=_1_"_=_4_0_'_----+--0-"A_m_•0~0~1_4~7~0~E~N~G __ ~SHEET_~5'-~ H,D.O. STAMP NOT VAt..lD tml.ESS SIGNED a: DAlBl APPRO~.l.D. OAlE 4 27 05 J08f 01-470 OF . --·-.~-" -~-~ -- 0 ~ I 0 PAINTED 4" LANE STRIPES IMPROVEMENTS TO SOUTH SIDE OF S.E. 136TH ST. BY . OTHERS -SEE ENGINEERING PLANS FOR PROPOSED PLAT OF "EVENDELL" POLE HAS BEEN RELOCATED AS PART OF EVENDELL PROJECT G NOTE: CONTRACTOR TO I I CONTACT UTILITY 5' DRAINAGE EASEMENT! Rec. No. 9802241785 r,:::':~=n :"::" 1:":=~J~-'i-'-..:a..;--....c.n =~~~ -- LOCATOR AND j~I VERIFY GAS & OTHER UTILITY 4 LOCATIONS AND 7 B Hl7!;.s,i;..;t11! ~El%~~ J~NFUCTS Fl~x~tN~i~T&Vfj~~/11! APPROPRIATE NEEDED TO PROVIDE I : UTILITY CO. PRIOR MIN. 1' COVER OVER 24" ~ : TO INSTAWNG SD PIPE 1 PIPE, (TYP. ALL I.E.=472 53 ) --47 UTILITIES 7+66±, 24'± LT. ' , 24" OUTLET I.E.=471.9 / 1 i: ""(RE-CHANNEL EXIST. DITCH @ 1.0% MIN. DAYLIGHT 1 0 EXISTING DITCH & W/ 3:1 MAX. SIDE SLOPES. CONSTRUCT ROCK HEADWALL) W/RIP-RAP PAD & DEBRIS BARRIER, /, / (SEE DTL SHT. 14),( 1 ~,(:,~ ~ ,<_t \ I.E.=469.68 ' ,-•• ~-\ ~ (, ¥ -~ , .... , 38.8 LF 12" EX. CPEP --~,('\\ @ 3.61% • I.E.- ,;1, REMOVE_ ( ... , ~ ..... .._,, "' \ .,: ) .... ~ (' ......... {Y-1 ,, ,. .,,.. ....... .._ ~, CD . ,,;''\, ~-"' , __ ., \' (\' ~ .. ' 9 .. -. ' ,• ----<'' '-'. 'j,;. POLE HAS BEEN - < 1 .,__,. RELOCATED AS PART OF '.~;, -:~:, ~<-. EVENDELL PROJECT < \ ,,"' ,. ......... 1.. ,,.,.;, \ , ~ -7 ,.-,-.:,.. --% , .. -<,..'.A, ·~;;~, , {· '-,\ REMOVE EXISTING -.-:-. 1-,-, ~OCKERY & REPLACE ._, I -:,:. BEHIND R.O.W. ...... ,( ... \ ( ' ' ' I.E.=463.92~-•• -------l SAWl!UT NEAT LINE AND I MAffH EXIST PAVINGcot/ ~.4 LF-12' CONG 1'----REtt6~ Vill).ffitt'!;~.i;; 15' WIDE 2• cl.Ass ·s· ASP111ALTCONCR"ETE 1 1 d\151'1'--'1._·_ I POND PICCESS TO R/W I -----=SEE-TYPICAi: TRACT DETAIU SHT 15 OF 15 · 1 15' DRIVEWAY , · I (SEE DETAIL $HT. 15 OF 19)1!- I BqLLARDS. (TYP.) ,_ _______ ....,..,_(S_E__,E DETAIL SHT. 13 OF 19) /I, RIR,,, RAE.. N.OI!::_ --l--l_ I : IP RAP PAD SHALL BE 7 W. --- x 8' L x1' THICK ANifllAVE -.1.._...1)...a..J 711"MI =c1-,..,~"l='GttOWIN6=GR~mk.-=cls: MAX. STONE SIZE=8" MED. STONE SIZE=6" MIN. STONE SIZE-2" TR. L 31.2LF 18• SD C 1.60% 19' WIDE EMERGENCY SPILLWAY (SEE DETAIL SHT. 13 OF 19) I 142.2LF 18" SD 1/ C 0.50% \:, CONCRETE TRANSITION RAMP (SEE DTL SHT. 15 OF 19) 1 PAVEMENT OVERLAY NOTE: I : PER KCRS SEC. 4.01F, A 1• FULL WIDTH OVERLAY I/ :\ i SHALL BE REQUIRED. H~ AffEA SHO'l'M. THE OVERLAY 1/ \\ MAY BE WAIVED ONLY AFTER AN EVALUATION OF \ PAVEMENT CONDITIONS OR CHANNELIZATION ! \' REQUIREMENTS HAS BEEN COMPLETED AND APPROVED : BY THE COUNTY ROAD ENGINEER OR DEVELOPMENT \: ENGINEER. IF ROAD SURFACE FAILURES ARE PRESENT, Ii : ALL APPROPRIATE REPAIRS TO THE EXISTING I I SUBGRADE, BASE MATERIAL AND SURFACING SHALL I I\ 1 BE MADE PRIOR TO PLACING THE OVERLAY. 1 (SEE: bE:GEl4B F8R f'AVE111El4T 8VERl:.A¥ ARE:A) / j 8.5LF 16" SD C 1.06% BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHatrtl ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MAOE AS TO THE ·EXACT SIZE, TYPE, LOCATION OR DEPTH 68.9LF 18• SD @ 2.39% /l'lr-1-}jlfl I ' 00 I I I I I I I I I I ~!I . ·• .• ~. :·/ •· . . ous~:/ :1 SLOPE - ( CONlRQL MHH, 1 (SEE SH'l:. 13/0F 19 FOR INFORMA'ilON) POND '\ 74.1 LF 12" EX. CONG @ 2.90% REMOVE EX. CB 6' CHAINLINK FENCE ON TOP OF WALL (SEE DETAIL SHT. 14 OF 19) REMOVE & REPLACE W/CB# 38 TYPE I RIM=455.81 I.E.=454.36-S 1.E.=454.16-N I.E.=453.0,? 18" gN&S) 51.8 LF 12 EX. C NC @ 3.21% REMOVE 'CB# 3C TYPE I -_ \ FENCE ENCROACHMENT WILL BE RESOLVED TO THE SATISFACTION OF KING COUNTY D.D.E.S., L.U.S.D. OR ENCROACHMENT AREA WILL BE CONVEYED TO THE ADJOINING PROPERTY PRIOR TO THE RECORDING OF THE FINAL PLAT. THE EXCLUSION OF THE ENCROACHMENT AREA FROM THIS PLAT DOES NOT RESULT IN SUBSTANDARD LOTS OR IMPACT PROPOSED LOT DENSITY. ' • 14 5• PVC ROOF DRAIN C 1.0% MIN., (TYP.) ----- I "--o~ o I 1.E.=491.79 ' • 61t LF 12" EX. CPfP I CONTRACTOR TO CONTACT P.S.E. FOR POLE & GUY ANCHOR RELOCATION UNABLE TO FIND END 0 0 I CUT EXISTING 12" I PIPE & REMOVE I 5:1 I ASPHALT TAPER 0 10 20 Ir J ··-40 I I I I r' r ,,. ,,. ... t-< \-- '-\ 1.. .. .1 l \ i..- \ ....... ~ \' \ .... ,.._. ··· - SCALE 1" = 40' LEGEND: • ):) q --< un a -c-- --"'-- EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING UTILITY POLE EXISTING MAIL BOX EXISTING SIGN END OF CUL VERT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING UTILITY POLE ANCHOR EXISTING STREET LIGHT EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE --x---EXISTING BARB WIRE FENCE ------EXISTING BUILDING LINE '1 0010 ~~-~~ (LOCATION APPROXIMATE) I ::.·· ... : ·<J EXISTING PAVEMENT !····· ···"····.PTO PROPOSED PAVING AREA f0'. __ "._ 'l, 7 ". /.'/,1 * PAVEMENT OVERLAY AREA !fl::%, /'.1 ~ SEE NOTE llilS SHEET I 1, ,,, , I . '> ... A I · "' -( I 1,-... ( ~ " "i-1 ..... ,'I. ' I ! ., ,. < ~ " T (-" '-'.,.'\ ... I ' \ I .-, 0020 RIM=475.2i: · . / , I.E.'.:472.5 =S ,,.77 _ /-J.E.-472.7 N , , 39.6 LF 12" !EX. CM~-®--< ,, 3.74% -"'" ., I ' , RIM=475.91 ~ .. , -,.-.. ,.,,,. ..,. IE =471.76-(B" CMP) ,_,' \<,' 1.E.=469.21-(12" CMP) ' -, ' 1.E.=471.11-1 •,-~ -.:E.-. 36"-GM!>t---_L S.E. 137TH PL. 16.3 LF 12" EX. CMP @ 14.05% ----r---- RIM=475.35 I.E.=474.05-N 1 122.5 LF 12" EX. CNIP o-o @ 1.43% ! 5' WIDE PEDESTRIAN/SCHObL WALKWAY, (SEE VJ l PLAT OF "EVENDELL" ENGlljlEERING PLANS FOR I COMPLETE WALKWAY ROUTE). 2" ASPHALT CONCRETE I 1 1/2" CRUSHED SURFACING TOP COURSE 2 1 /2" CRUSHED SURFAClljlG BASE C'2JYru;E ON COMPACTED SUBGRADS 11 APPROX. LOCA TJON EX. 8'' WATERMAIN 0120 12 I I DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 LIBERTY GROVE CONTIGUOUS TABLE STA: 19+45.52, 26.69' RT. CB# 11 BP TYPE I W/SOLID LOCKING LID RIM=493.0± (MATCH PAVING) I.E.=490.90 EX. 12" (E) 1.E.=490.90 12" (W) STA: 16+96.18, 26.84' RT. CB# 12 BP TYPE I W/SOLID LOCKING LID RIM=488.7± I.E.=484.21 CB# 13 BP TYPE I W/SOLID LOCKING LID RIM=486.00 1.E.=482.02 STA:3+70.51, 10.28' LT. CB# 14 BP TYPE I W/SOLID LOCKING LID RIM=476.22 I.E.=472.19 STA:2+63.85, 10.26' LT. CB# 15 BP TYPE I W/SOLID LOCKING LID RIM=474.87 I.E.=470.58 STA: 4+83.34, 15.25' RT. CB# 2 TYPE II-48"¢ RIM=462.96 I.E.=455.50 18" (E) I.E.=455.50 18" (S) STA: 3+41.16, 15.25' RT. CB# 3 TYPE I RIM=458.24 I.E,=454. 79 STA:3+41.2, 23.75' RT. CB#3A TYPE I RIM=456.8± I.E.=454. 70 STA:5+30.17, 15.25' RT. CB# 4 TYPE I RIM=464.60 · I.E.=461.50 STA:7+72.92, 15.25' RT. CB# 5 TYPE I W/SOUD LOCKING LID RIM=474.80 I.E.=471.53 15" (N&E) STA:D+84.73, 13.22' LT. CB# 6 TYPE I RIM=472.53 1.E.=469.60 5• I.E.=467.53 15• (NW&NE) STA: 0+84. 73, 13.22' RT. CB# 7 TYPE I RIM=472.53 I.E.=469.86 5• STA: 2+34.52, 12.46' LT. STA:2+34.52, 12.46' LT. CB# 8 TYPE II 45•¢ RIM=474.32 I.E.=463.20 15" (W&SE) STA: 2+57.29, 12.46' RT. CB# 9 TYPE 11-48•¢ RIM=474.64 I.E.=463.00 15• (NW&S) CB# 10 TYPE II 48" Ill RIM=468.7± 1.E.=459.98 15" (N) I.E.=460.23 12" (E) NOTES: STA:4+61.71, 13.22' LT. CB# 11 TYPE I RIM=477.91 I.E.=474.90 12• STA: 4+61.71, 13.22' RT. CB# 12 TYPE I RIM=477.91 I.E.=474.63 12" (N&E) STA: 4+96.27, 13.22' RT. CB# 13 TYPE I W/ SOLID LOCKING LID RIM=478,18 1.E.=474.46 12" (N,S&W) STA: 2+33.57, 13.22 RT. CB# 14 TYPE I RIM=481.34 I.E,=477.54 12• (N,S&E) STA: 2+33.49, 13.22" LT. CB# 15 TYPE I RIM=481.34 1.E.=477.80 12• STA: 3+91.30, 12.46' RT. CB# 16 TYPE 11-48•¢ RIM=474.12 I.E.=470.74 12" (N&E) I.E.=461.43 12" (S&W) STA:3+91.30, 13.22' LT. CB# 17 TYPE I RIM=473.35 I.E.=471.00 12• STA:5+14.41, 16.31' RT. CB# 18 TYPE 11-48•¢ RIM=471.27 I.E.=462.05 12• (NE,SW,N&S) STA:5+29.55, 41.10' LT. CB# 19 TYPE I RIM=469.91 I.E:=466.90 12"PVC CB# 20 TYPE I RIM=465.89 1.E.=463.14 12" CB# 21 TYPE I RIM=469.46 1.E.=466.45 12" STA:17+97.17, 15.25 RT. (S.E. 136TH ST.) STA: O+ 14.88, 13.22 RT • (162ND PL S.E. CB# 22 TYPE 11-46"¢ W/SOUD ROUND LOCKING COVER RIM=490.89 1.E.=481.86 12• (W,E&S) STA:18+60.04, 15.25' RT • CB# 23 TYPE I RIM=492.29 I.E.=488.00 STA: 16+09.15.25' RT. CB# 24 TYPE I RIM=486.38 I.E.=482.80 STA: 9+64.88, 15.25' RT. CB# 25 TYPE I RIM=481.98 I.E.=47.9.32 CB 1. ALL CATCH BASINS SHALL HAVE VANED GRA 1ES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OlHERWISE SPECIFIED 3. ROOF DRAINS & STUBOUTS SHALL BE 6n PVC UNLESS SPECIFIED OTHERWISE. REV. NO. OAlE DESCRIPTION APPROVED CLIENT LAKERIDGE DEVELOPMENT, INC. PHONE: (253)333-2200 (FAX)333-2206 P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 ENGINEERING -SURVEYING LAND PLANNING PROJECT PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS STFIEET AND STORM DRAINAGE PLAN II I EXPIRES 9 JAN 2006 .. D-RA_~__J~~-~~--1--sc_m___:1~"--=-4~0·~~~D=RA=~-NG~o~1_47_0_E_N_G~-~~=-~6,__~ H.D.O. APPR0"'\1.L.D. DAlE 4/27 /05 JOBI 01-470 OF STAM? NOT VAllD UNLESS SIGNED .!: DAlED J1\Pr0Jects'\D1-470 LIBERTY\dwg\01470ENG.awg 5/5/2005 11157•04 AM PST U)f)-t> f-1z. t /( / I I I I I I __ L ---- ------ NOTE: TR. M 8.5LF 18" SD @ 1.06% 68.9LF 18" SD @ 2.39% 51.BLF 18" SD @ 2.12% --- RIP-RAP PAD SHALL BE 7' W. x 8' L x 1' 1HICK AND HAVE 1HE FOLLOWING GRADATION: 1.E.=451.92 RIPRAP PAD (TYP.) (SEE NOTE ABOVE) MAX. STONE SIZE=8" MED. STONE SIZE=6" MIN. STONE SIZE=2" ---- 52.6LF 18" SD @ 3.23% --- 46.6LF 18"SD @ 3.00% 27.4LF 18"SD @ 1.83% REGRADE DITCH @ 5.95%:1: 2: 1 SIDE SLOPES MAX. 24" ADS CULVERT I.E.=439.56 MATCHLINE STA:5+50.00 I I I I I -4toq '~~i I \ 1 : I 1 I . -!> I \ lit ---------·------·_ J!. ·__'.,'_~ -~-· t'"'":·' ·;,,~'.'>' _._, -,,,;-_![:_,,.,,t·;_ •. ,_. -" .. ,·,,.,._.·~, 74.1 LF 12" EX. CONC @ 2.90% REMOVE EX. CB CONCRElE RETAINING WALL BY 01HERS 6' CHAINLINK FENCE ON TOP OF WALL (SEE DETAIL SHT. 14 OF 19) REMOVE & REPLACE W/CB# 38 TYPE I RIM=455.81 1.E.=454.36-S 1.E.=454.16-N --- NOlE: -1- RESTORE EXISTING DRIVEWAYS & LANDSCAPING IN KIND, (TYP.) I I.E.= 451.4 18"SD REGRADE DITCH @ 2.127.± 2: 1 SIDE SLOPES MAX. I.E.= 449.20 18"SD 1.E.=449.74 50.6 LF-12"CONC @ 3.22% REMOVE --- I.E.=447.84 I.E.=447.50 18"SD REGRADE DITCH @ 1.49%± 2: 1 SIDE SLOPES MAX. I.E.= 445.40 18"SD EX. I.E.=445.99 1--- 1 --- EX. 44.6LF-12"CMP /CONC. @ 2.98% REMOVE REGRADE DITCH @ 1.64%± 2: 1 SIDE SLOPES MAX. I.E.= 442.10 18"SD 1.E.=442.69 ----- 25.4LF-12"CONC @ 1.85% REMOVE 24.1LF-30"A0S @ 2.70% I.E.=438.91 I I I I I I I I _I_ ---- BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHl1i\tl ARE FROM THE BEST AVAILABLE INFORMATION AND ND GUARANTEE IS MADE /JS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH MATCHLINE STA:5+50.00 NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. ~ ~ ~ :S C l:O ""'I 2. ALL STORM DRAIN PIPE SHALL BE k'A/C MA1Eli!/Al-PER kcR.S UNLESS OTHERWISE SPECIFIED. 3. OPEN ENDS OF ALL NEW 18" SD SHALL HA VE A DEBRIS BARRIER PER K.C. SWDM FIG. 4.2.1E, (SEE DTL. SHT. 14 OF 19) 4. PROJECTING ENDS OF PIPES WITHIN THE R.O.W. SHALL BE BEVELED. J;/z5 ( of;; Com letion Date I EXPIRES 9 JAN 2006 STAil? NOT VAL!D UNI.ESS SIGHED It DAlDJ --·------------------------ ~ V 11\ I /i I I J i I \ I i \ -510~ I ll1 ! 111~1 : 11'" I I ~~~i .. 'II '·-· _I,; I I tvr:: :-"""'"------- I i 11 121.7LF-30"ADS : ~ I [/ II I I "J"/ ~ i II t i II \1 I :/ I I l ~~ {:? I ".) -7 ool T I.E.=430.89 I \/ --l.. 11,J. / / <Jc " ~ r-:.:_12a ["' 11 ' ," \ l I I 1 ): -B &\[ 'I-I I I I I \ S.E. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING REV. NO. CLIENT PROJECT 0 10 20 40 Is-.~ I I SCALE 1" = 40' LEGEND: " EXISTING WATER VALVE • EXISTING WATER METER )) EXISTING FIRE HYDRANT (> EXISTING UTILITY POLE 0 MAIL BOX tj EXISTING SIGN -< END OF CULVERT Ill) EXISTING CATCH BASIN Q EXISTING BOLLARD E--UTILITY POLE ANCHOR ~ STREET LIGHT --o-CHAIN LINK FENCE --o--WOOD FENCE --x--BARB WIRE FENCE 1:: ·::. .1 EXISTING PAVEMENT DAlE DESCRIPTION LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425)228-9750 PLAT OF APPROVED UBERlY GROVE AND U8ER1Y GROVE COlfflGUOUS OFFSITE STORM DRAINAGE PLAN ~D=RA=~=•v,_,,,,=,~-+~~=~~1_"=_4_0_' __ .r"="A~m-~-~_1_-_4_7_0E_N_G __ --,~=-~7--I ~ H.D.O. APPROVEIJvi.L.D. DAlE 4 27 05 JOBf 01-470 OF l•'\Projects'\01-470 LIB RT\'\c:twg'\01470ENG.c:lwg 5/3/2:005 3124114 PM PST ------------------------~----- 0 r-----------------;:z'."""-------------~".'""------------------------------------.... -------------.... z~--------------------------------------------------------------------------- ~ °' 30' u d 30' °' I 5 ,__ ______ R/W-----~..J '-~-----I -----~-i ~ R W- ~--16'--~ 5' SIDEWALK EX. GE OF PAYI G 1' SAWCUT & t M TCH EXISTING P YING EXI TIN PAVING >------16'----..i VARIES EX. ED E OF P YING 1' SAWCU & MATCH EXIS NGj PA NG EXISTING PAVING 5' SIDEW LK 4" CEMENT CONCRETE 4• CEMENT CONCRETE 510,----,-----,----,----r-----.---,----,---~------------------..:i<"'::f_ _____ _ CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 3" CLASS B ASPHALT CONCRETE - 1 1/2" CRUSHED SURFACING TOP COURSE - 5• CRUSHED SURFACING BASE COURSE ~ ADD/TlONAL TREA T.MENT MAY BE REQUIRED DEPENDING ON SOIL ~ COND/TlONS. SE:£ SEC. 4.02 OF K.C.R.S. 160TH AVE. S.E. NOTES: _ 1. THIS DRAWING ILLUSTRATES A T'l'PICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE 11. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S .. CEMENT CONCRETE CURB & GUTTER SEE DETAIL SHT. 15 OF 19 ~ 3• CLASS B ASPHALT CONCRETE -1 1 /2" CRUSHED SURF ACING TOP COURSE ~5• CRUSHED SURFACING BASE COURSE ~ ADDl110NAL TREA T.MENT MAY BE REQUIRED DEPENDING ON SOIL CDND/710NS. SEE SEC. 4.02 OF K.C.R.S. -' (j) ('J ...i= (j) + fi:. UJ w IX) z~ -' st- ROAD SECTION C-C (NEIGHBORHOOD COLLECTOR) STA: 9+96.34 TO END OF IMPROVEMENTS (LOOKING NORTH) 160TH AVE. S.E. ROAD SECTION G-G (NEIGHBORHOOD COLLECTOR} STA: 3+39.74-9+96.34 (LOOKING NORTH) >-> 500f-----t----t---+---+---+----+----+---l----l----l----l----l----l----l-~t::-J:;j;:'wj_j. __ __j___j Ww ()_ I- ll:'. 0 -, ~ Ol (j) + I() 0 . • a:::::0 .. _/ REMO" EX. CB a. w --/ RIM=484.28 ..- I.E.=481.33-S _j PROf OSED -~ [.... / ,-I. .=495.69 1.E.='81.53-E -p a. WES" SIDE ,;,-~ I.E.='81.38-N -' -p ~ F/L ( RADE \ I.E.=49:3.64-----~ ----' :1-A.------, I1 ....... t0 ""-.1.~ 1 . ..--• .JI.-_.,, .1u+ , 1n, n1, o C 3# 4 B~ TYPE 1-48"~ ~'° ~ogJ E ISTING C/L~ \ ~~-J""' V) -----__ >'--I.E.=495.6± W 'SOLID OCKING ROUND COVER ~ . ._.· ~ ~si-GR ,DE "" I -_.,._,;;;;. i, ! /> >------Nl;:W 12· SD •~ -' ;;:;_ a;J i.J o> [._..~ 11 v ---'</"' 7.8 F 12 ·tx. EX. RIM= to4.28 " ui si; ':':J ii _,...---_---ONC @ 4.07% 1.E.=477. 8 15" N&SW) >-;;:; > ow -26.5~ 12"D.I.~~ l,-/.--rr---: :.;;.-::::;-;cJ .--.-EMC VE •~. • () I-+w . ... @ 16 rw .-:::. 11 A~.--, F---'f2 ~At I.E.= to1.53 i-: 2 E ~ ~ G:J /::': + ci · "' -"" . ~::Cf'1p .@'D.71%i ~31 LF 12·so UJ O :;. ~1.E.=492.95 zew 1--f ~~-11-----: @9.1i~. EX. CPEP@ 1.42% I-N -33.9 LF EX 12" CON;@ t;..= , @ ~v~O,:· --°(?-'NI" " V 37.4 L 12" \ :r: in 0:: UJ w ---~.........-:: 1 .-::,I( l --< 1 T90 REI OVE ~ ro 1.15% REM' VE i "' ~.'!>\ ----, if>-' • / §·~ \ =~~ [I.E.=~·~~~-_,,""'.'. ~ 'i,.'i-~-~ :-~~{.. 5,--Q\· /~:,.-, STA 13+58. 3. 15.25' LT. ~ a. ui o G:J _,.:;; "< • ,, \ !?------_ PRO OSED /~ CBj 1 BP YPE I "' ~ .. · ~ --: .....--· ~ ----~ RIM-496 38 oi ~" _ /::': < ci , _::;..,.,...---.£i-W .,-· , / ·:__, .-GRA E @ F / _ -,,/ :.L • st-a.,,· • , ---1-· ·---:;...-~ -. ,.,-;, 4 · ~ EX. CB I.E., 483.30 I' EX. 12" CONG @ .41% \ ~, ,. ,.,...-_:;;:;-.,--j_~-7.S"lo '..~----~":>" _..,--// RIM=4 4.01 I-< RE~OVE I.E.= 8 21 -:;...-,;,, -_. '=~ .. ~ <e1_"----· ,,,-· ~.t>'I• STAt11+84 2. 1R'.l I' 1Z" I.E.=49 ·21 -s _. _ ..-,P' 1111 \ //-"' r __. --lZ:11' --~ '\'!ii CB/A " • I.E.=49 .31-N Ul / --'<' ,:,: ' ,i' !,~~---~ __ _. ~ i l'L 28 I·· ,,.,-1" / IE =491 36-E i-' --"' , ;:_c . ,1 ll" 1..I .--::. ---RIM_r480 ~ _..,..-. . . EX. CB 7+68::, 24'± LT. ui _ _, _ 1 :.:-:).Jt;· f"" 1:1: ~"' 'Bj,21: --r5 SD C 0.6 % I.~~ RIM=4 e.02 24" OUTLE" I.E.=4· t.9 \ F ~ /-::::.-;;;:;---~ ;:.:::--_ ~ ~--1 ~ r~ ~~-=-"-::::'.."-~--1--~L--+--+--+~~Wj"';TA:·r~·-~~~-~t1"t=·":''±:IJ'.~._j __ j __ J __ J __ JJl::~~:=~1~~t:E~~t-i~~LJLSll l--+----1---1-----11-----l---1-----l-----l-----l-----+---fR,·-. t[-:HANN-' .. ~l,l'G~ ~.--I~~. r-.... -.;;1-.-----_,, .,.. --.... ----:r~ ~:: .!.!F'..... .. cu:r n lC" I I.E. 49 .72 E O DAYI GHT TC EXISTII G DITCf & W/ 3: 1 ~ st-..-_, --;,..---_. ~ .----:. 9 --~x •!•! -' /~ JD LOC ING LID - 0 MJX. SIDE SLOPES CONSl ~~<;.1:;~~ ~~ -1.F.=472.53 , _.,., ..-______ ,,,. -----~~==== :---"; / / / j -'I.~~,,:~·:: ~ W'RIP-R1P PAD le DEBRIS BARRIC:R, ~ci I/_..,~;:;,----;;~::--~ f,O~'t,.O _ _,../1 ./ ( TA:10+;6.33. 15.25' L·. EX. CB st-SEE Dl ,-SHT. 4) w . _, /~ ---~;:~: ::<::~ 13~ / • left;~ ,B# 26 !TYPE I r~~:i fl;-s Gj EXIS ING C/1. ~ v ,..-_p" ----;,i.'_, _,,---: ~" ,-_ ,:-............ IM 485,29 i.E.=41 5.65-N , F-l-+-----+---+---+---!------+--+---+--+--+---+-----+---+---+---'>"•E<An. ' " ---'i,.'1--~.---~""' .,. .. _,., -. 482.IO~ ----tl,' ---... , w -P 0PosE1 EAST IDE~ ".... ,,-" -----,,0 ·' ~{i~~· ,.~ ._,, .. , -.,.v "T 'I.J---i----i---t--t!c=c!:!B~#cB!le:cHBE:P~T:.in',j:~;ti,E~1~ft:F.=---+---+---!----!---+--+--+-1 ci ' F /L GRI\DE _..,7 ~ ,-,(; --""~--'J:J;;'o~-STA:11-t-37.51, 5.23' ~T. RIM= 188.6± MATCH PAVING) w 111/ I CB# 27 TYPE I 8 1 • ) Cl:'. RE l'IOVE ...______ ,, ,,Jilt V \ ,-· ' . STA: !1+64.8 15.25' RT. 1 IM=488. 8 I.E.=• ~5 ·2 ~ 1 ~= (W} o I.E =467.94-, --..__ < ..-,..-K, --,_r.;r-;.-~ CB~ 25 T'I >E I l.:::.=482. !7 15" S} I.E.=• 5.00 1 (S) i-: @ 3.61% ..-~ '---, 06 8LF 24 SD I · W/1 OLID L iCKINGiD I.E.~• 5·65 X. 12 N "' '--..-1-">' ---,., l'N RIM=48 .98 I.E.= 482.62 12• (N W) ' DA "''"' El 'V ~ ~ 214 LF-12~ ~;~~-~ ~j --"':::_. ~7 i.t.. '4' ;~z ~ ~ -"' '° u, --~+..,--..L..---+---'---+-------'--------+--~!!4.!:l'i'.:!'fl!.. . .E.oo!!,$2'....__j LL? REMt VE .----;; ~'----~~ STA:9· 85.79, 7.37' L. N,.j ui~ ~~ co"? a"": ;;~ ~~ :;;;; :°J ~ 0"' \ _,..-::;,...,....-___ _,-// CB# 5 BP TYP.11-48"~ :¥' :¥1"i! :¥i :¥f *i *~ ** *i * * ~ I.E.= 63.92 -~ ~----------~ "'./ RII=482.4 I: CJ) ui _,-rl. .=462.S&-' -~~ I.E.=47• .58 15" (NW&N} f-----t-'t------'-------L----....L. ____ __t_ ____ J_ ____ l__ ____ L_J w 18. LF-12'ChNc--, ..-~ .--' ~--:_,, I.E 473.8 24• ( \ 10-00 11+00 12+00 13+00 14+00 1--~ @ 2. 9% \ ..-~ ". \ _ _. I -~--,,- W ~ I.E. 461 ~~~~--". ,;-'\_.~~ 8" SS ~~--Cfs3.25 W Cl:'. _, ..-~\ ~ / .------:: I 1.E.b480.70-S I w . ~ -,_-:;-;:;;------.::------------STA 7+ 72.9 15.25 RT. I.E.b 45 o.so-N (/) g; --~ N;~\-_ _.-~C,-------:: =---------CB# 5 TYPE I RE ~OVE W ii _,.c--'_, ~· __ )~C _-_........---W/!OLID LO::KING L D _, _, -~ ~~ -_ _........---_, RIM,:,474.80 tx ---f---:::::-~ ----~:@ll111W' \! I.E.=4 1.58 -----:-_--I.E.=-471.53 15" (N~ E) __ i.--------...--;: _.,,:....,,,-..-<" -:-< ,----_::,,,. ,.,--"_:>i:, _,,,--~ I 4 ~s , ,---1.E.=4 6.31 -~--_::::::-:: _........---_ _...:-----~ ~[Ll~~;;:::J,--~---~----+-=-~4--t--it ----1 [..-----' _,,-/ -_-:: t; _ ---.... ---::::--. ..,,,.----1------_ ____.- • ".:~i::::---_,./I.-~ O 142.2LI 18 ;:,1 .. u .... , .• I~' _,,,--~ ,._ I~ + I--·~ Cl':) • • ~ STA:3 41.16-5.25' Rif. STA: +30.17 15.25' RT. CB# i TYPE I RIM=~4.60 I.E.= i61.50 ' 460 c--o CBII 3 TYPE I lHRU C RB INI -T lfJ.lf-+-.:.Ri.Jt:,M,_:-!.i,..,~5_;....;:24~~!!:'...4"'-""----"--"="F--'----+-l--+--+---+--+--+---l---+--+---l---+--+---l---+--l---+---l----l---l----l---l---l 450 I.E.=4! 4.79 STA 4+83.3 15.25 RT. l;l;:j CBb 2 TYPE II-48' ~ z IL-.i-,,S.,,TA,,,:_,,3:r::t41-'-'.2~2-I. 7Ll5,,._'..,R:,," "'-RIM.J462. 96 ::I ~lif-~J8WE r.E.1455.50 18" (E) ::C:1---f-1_.E_. _4...J"l'-4._10_+--------'---+--_J_--':=:~::...:Ji--:!-=-;;=::..:~~::...i.:c~:=--:...:~s:.:~:::;)E '------'-----+--J._--J----'----i---1---1------'---+---1.._-----ie----L..----l---..J._---l-__ _1._ _ _j u ~ lO st- lXJ lO st- 4+00 ('J m CJ) -e--~ ID IO st-:g lO ID (". ~ lO ~ IO -N ('J . "' ..; ID id e--...: Ol § -. <t • "' "' ~ "' ~ "' "' "' e--~ e--I') " CD st-st-<t ~ <t ~ st-st-st-~ st-ti= 5+00 6+00 7+00 8+00 I -FINISH GRADE @ F.O.C. (FLOW LINE) ELEVATIONS L. EXISTING GROUND C/L ELEVATIONS 160TH AVE. SE. PROFILE (NEIGHBORHOOD COLLECTOR) ID r-. :§l N -a:, ~ 0 ~ " I() st-st- 9+00 v N <t lO It) --('J ..; a:, ~ a:, <t st-ID "' 10+00 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG ' -FINISH GRADE @ F.O.C. (FLOW LINE) ELEVATIONS ~ EXISTING GROUND C/L ELEVATIONS NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED. 3. PROJECTING ENDS OF PIPES WITHIN THE R.O. W. SHALL BE BEVELED. Kip~~ 5'/zfi/of;" Re~N E.flglneer ~ Com~r~ion Date </' ) ,/( 'ji '/r, ~ /(j(A /a{ r§ieient;i,~oH_~~~~e;;:r:L------, c~U1etibnbate l / fl. -. ' r,,,I\ <1-Kc;- J· . H. SANDERS, P .E. Apprbvdoate DEVELOPMENT ENGINEER Comments: DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 REV. NO. DAlE CLIENT PROJECT DESCRIPTION LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PLAT OF APPROVED HORIZ. SCALE 1"=40' VERT. SCALE 1 "=4' 1 -800-424-5555 EXISTING UTILITIES Slit1til'l ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION DR DEPTH ENGINEERING -SURVEYING LAND PLANNING LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS 160TH AVE S.E. STREET AND STORM DRAINAGE PRORLE I EXPIRES 9 JAN 2006 I STAMP NOT VALID IINLfSS SIGNED cl: nAlED ORA"" BY SCALE 1"=40' ORAV,N001-470ENG 8 __ _._.H~.D~.0~.,__4-_______ .1-__ _:_:_.:.:..::.=:.:.::__--1~=-''-----I APPRO""M.LD. DAlE 4 27 05 JOBI 01-470 OF Ii\ProJects\01-470 LIBERTY\dw9\01470ENG.dw9 5/5/2005 11157104 AM PST WA-08-(2/ R ~ I 5 EK. GRADE ROAD C/L- ~ REGR ~DE DIT H @ 1. •9%± 2: 1 I IDE SLC ~ES MA (. 1.E.= 451.4 1 ·so, W/ RP-RAP PAD \ ---b ----~€ A_9~.-cpi\"C . "' ----KC -f'€.'f.., \~ ~ • _ -,---oi::\,AO '" .. -.,;;;,, 1c --~ REGR1 DE DITC ~ @ 2.1 '%±-.. _ --__ -f.~ , . ..?-·----:---:.. :.:-;s"S r + EX. DI ·CH GRADE-r\ ----5\.B ·~---------/ ~= o 2· SIDE l LOPES AX \ --~--~~:~---,,:.;;;.:.: :.--es,;~,39% "' ---_ _, ~--,_.sl.f' 8.5L,-18"S1-v, r-;,, .=447.84 _ :-~-1 I~------_ ::,U • ~ ---,_. _ r I.E.=449. __ c;..;:--_7.7'.6cf:.18~i---1 :\. '2,.,z.% @ 1.06: w~ 450 l----l-----l----l----+---J..---+--+--+--+--+---l---+---l---lc...__--+---+----+---l---+--+--+---1---t---l---l---lf---H---+--t+---l---::::"='°"'r::.-+"',-'""' . .e-~ ,,-.;' __ .!! ::· :.:.---, 0.71% 'l ' 3 ~ _ -f-" -, r~ ~,-t;;: _), -· -------':::::.:-->-> 440 --- 1------!------_i-- -- --,... -_,_ -, 'r,l~~-1~1;;;--1 ;o -\ :::;;.=~ ".;-f(r.IJip; \-1 c M. {~ !ic ':':l I.E.=· ~.00 1 "SD -----i;.--:;; ,s" --.,;'-,._ ,... REMO' E & REPLACE it' w .. -\ ,_---vi. .=445.99 ~~ ~,6\!,-G.'L~-if' $:i::::=«~.20 18' SD RIMa 454.70 o . 25,. LF-12 CONC ---!J&,-:;,., . -'-'· _ _; -0-!,;'P ''t,'r,.. 1.E.=45~.00-E O'.'. ~ @ 1 85% REMOVE . --. ,._ --,--~~qr,,";,·· 'c --------.a-"·~-----:. -~'"-·r---:.:.: :. ---PROi:>OSED '.[ITCH-I.E.=45~. 70-N a.. w APPR JXIMA TE LOCA Tl JN OF 140: 8 -16 th AVF. S.E. ,-1.E=~2~9-----, ~~i--"' _.. -----,-:::.:::----GRADE, (ifYP.) 1.E. 451.95 1 • (~&~~~0E~ ca# 3B 1.t. '44' '""\. _,_ ----~ \ --~r,1{Sv I.\._.--::: ::.:.: REMO ff" & RE>TACE _.. _ c--:::;. ,-----=-:~, r I.E.= 4!42.10 1 ·sQ ___ ------t.&-!, 1:Q11~:.=:1--'C::' 1 E _ 44 40 18" ,o ~ 1.E1. 447.50 a·so RIM=455.81 I.E.=.,. .60-10 SD ~N"r , , __ ------.. -_ ::::.v-' ·-.-· W IP-RAP PAD LE.=4 4.36-s --' 1, \it ---~ • . -:::.---I.E.=4 4.16-N _.. _.. .--, -----· ' ---. --· -:::::-I.E. ,, 53.05 1 , • (N&l l NEW _.. _.....-J:>:'---\ :\ ~~ 'l)S~---•:.::.::.:>::--· -I.E=, 44.66 - n, TUM E RV 445.00 " OJ I{) v _ ...-_.. ~ \\ \ V,?-::..( :.:G:'.t-1 ~-----REGRA I E DITCI @ 1.6• %± --I --"'" ~---"-,;; I _,, E SLOP1li'.~_,,<IA',.,,.,lt,-t----t-----t----1----1i-------f---t---t----t-----t----+-----t----t-----t----t----t----t----t---1--~1----1---; _ ---+-"=__.;Jc::::~-~-1.E.=4 9.99"--REGRAI E DITCH @ 5.95)"'.± ----·"'"'"' :.---2: 1 SID.,. SLOPI S MAX. --i------\ ~; ::::::_:_:.---i-!.E.=439 56 ---__ i-___ \ .--;::::.;:::_:_~ _. 2 .1LF-30"P,0S :..--------· -..)\"\ ---::---...'. ----~ 2.70% -_.------_..---\ I ,I-_. _. ,_..- -~-------\ I ,,, ... ~ .. ~ .. :::.--+-1.E.=43 .91 --r --------\ \ -r---, ,! __ ... ---------· :.~:::~ --/ --__ ... ----:. -l""----1r---i---:.:--:::--; \ I _.-,.....---_., 7.9\10 I 1 --:.------~s t'> · I.E..=434.43 I J .... ..--: --_.-· _. ,, fl-'v 0) .- LL 0 ro I-w w I (f) w w (f) 'J <>------11.c _,o --:.:=t,--::.-----\?,\, ------,, -co C\1 • ,r------___ ,,,. 4301----!----i----...J-c~~-~-~-~----~-~·----+-----+----1-----1----t---+----+---t-----t----+----l---+---+---+---+---l------t---t----+---+-----t----1----1----t---+---t----t-----i,----t---+----+-----t-----t----+----+----+----+----l---+---+---I -· ----- ::.:::::::.::.:.::.: :::::-.::.:. ---0 "q'I + (;\':I ~ I.E.=4.10.89 l •• ~ Cl.l ~ z 1-4 ,, ,,,.,, ' ,, .JI, ,,.,·, .. 1, DATUM E'LEV ~ 420.00 "' OJ 0 If) 0 "' N v Lfi " "' "' "' "' "' v v v .. v v -8+00 -7+00 -6+00 ·--·---·-·"·-··-· "' "' m m "' OJ {J) 0 "' st' "' "' v v v v v v v v -5+00 -4+00 NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED. 3. OPEN ENDS OF ALL NEW 18" SD SHALL HA VE A DEBRIS BARRIER PER K.C. SWDM 4.2.1E, (SEE DTL. SHT. 14 OF 19) 4. PROJECTING ENDS OF PIPES WITHIN THE R.O. W. SHALL BE BEVELED. ~ {J) OJ Lfi Lfi co v v v v v v -3+00 -2+00 KING COUNTY D.O.E.S. / / ~ --/. -::, !;" 2-;; 0 t;' Re1i w E~neer U Com letion Dote C ~/ , ff) 11/J-i~/gf ~S~~~-~~~er~-----1 Gol'llple¥ion Dote 17" ) "'/ Vf~ Cul1~fo< I\JAMi;,,: H. SAND[RS, P.E. App/:ovdl Date DEVELOPMENT E'NGINEER Comments: ... __ '"·---'--'----'--- <() " " o:i v v v v ~1+00 BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 co 0) v v EXISTING UTILITIES SHQ\tl ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH ::i::: co " u " o:i E-4 I{) I{) < v v " 0 ~ v v "' ci N /<) st' I{) co I{) If) W.J, I{) I{) I{) v v v v v v ~ o+oo 1+00 2+00 3+00 fiEY. NO. DATE OESCRJPTION APPROVED -•••• L I ~JJ I/ DALEY-MORROW-POBLETE, INC. CLIENT LAKERIDGE DEVELOPMENT, INC. \,\..'1\\1 L /~ .j}fff 726 AUBURN WAY NORTH p O BOX 146 RENTON WA. 98057 ~ II~~ '· <·, AUBURN, WASHINGTON 98002 . . ' ' ,,· ' ..._<,, ~' PHONE: (253)333-2200 (FAX)333-2206 PHONE No. (425)228-9750 I ~ ~1U~11--_.:..::..:.=::.::::~====-==_.:,,~:.:!:;=~==--+.;;;;;::;:;:----------_.::___:__-.d.! ' . % ;G .. ,J PROJECT l ... PLAT OF ··,,,'.~ 1',(;'1325r;i~S' : <'J's I ST~l:o"' Cl 10NA L ~~ 'ol , -, 111 J ENGINEERING -SURVEYING ..., LAND PLANNING LIBERTY GROVEAND LIBERTY GROVE CONTIGUOUS 160TH AVE. SE. OFF-SITE PRORLE ......... "' I EXPIRES 9 JAN 2006 I STAMP HOT VALID UNLESS SIGNm & DATED in'"corporoted l'.D~RA~~=BY,=~~-;-~sc~=,--1_"_--_4_0_'_-r;;:0"~~~"-~-1_4_7_0_EN_G ___ ~~m-::9~--I H.D.O. APPR0"\1.L.D. DA'TE 4/27 /05 JOBI 01 470 OF 1Q I1\Pr0Jects\Ol 470 LIBERTY\clwg\01470ENG.dwg 5/4/2005 9128129 AM PST LUA-oa-,21 1 ',) L__, .• --·----------~-~---------~---·----------------- 0..----------------------------------------------------------------------------~ I 5 ~ N 0) st > w -' ~ " fr'. C " _J 10 r'1 ' :,. '. N ~ 10 C ~-~ + (I ID ~ > ~ w _J u ,-w en i:i . . -Cl u u: r---, ---,. ~ .__ .__ - --~;?. 490 .. "' 1-1 'l" s TA: ... +34.48 I. E.=• 480 s I.I DATUM ELEV 475.00 .. ,,; a, ..,. CB a7.48 1 A:5+26 .=486.5! 6+00 ~ 6.2· ~ ' [', ~ =lffl1- 48.04' RT. 37 ll "E I RIM=49 ,.69 2" (SE~ SW) 44. 36. in• RT. CB# 36 TYPE I RIM= 4-90.58 9 12" ( E&NE) "'-~~ PVI STA • #75.'ffi PVI a.EV • 489.49 0 " A.O. • 1.66 ~ co K -30.11 Im w +~ 50.01 ,' vc ~ 0 0 I ~ _J ::, I- 0 If) ~ "- ., 0 f ci ' ~ c/j =· ...g. .., ~ ~ z ui ~ 0 ~ i:i s· .!.: 4+12. ~9 13.f 2' LT. I ~ Iii Cl # 35 :9':E I N ~ ID i RI ·-; 0 + I.E =484.8 EXIST. 3RADE I ~\ N ,_ I /L ROA cii tij •sJt'--rPRO OSED ;RADE Q ~ -Rn, > r. /I ~ ---_\ r" r; 2.4LF 11-st·· -I :-. -----0.54% v.-, 1.00 • ,_ -· -. ------,,,. -. II '/i6 5LF 12" D --.02% D ] 13.~ .F 12·0 ·-·'~;~ @ 0.52 Iii • . . 6LF 12-0.1. @ o I -·----50% 17 !.3LF 14·0.1. c J,50% .,., I 12·0.1.· I II I . 8" D.I. WATER • 0.98% I 8" ss I II I ' . 8" ss ' I 0, 13.2 ' LT. TA:3+· .30. 1 · ST :5+13. 1. 57' T. ST :3+31 .. 22' RT. ' TA:1+5 , 13.22 CB#331r-EI ,B# 34 Tl"'E I CB 38 11 El RIM ,4 7.86 IM=487 86 CB I 29 11 RIM:490.6 I.E.'-"484.46 12" (W, ,&N) I E.=484 73 12· RIM=48 I.E ... 487.61 I.E.= 483.59 2" (N,I ""' "' ... ~it "' ... ~ ~tt "'"' "' ·-.N cri "'i ..... o· a, • " . " "',.: " . "'0 (() "' .,m "'"' "' "'"' .. , ... ~ ..,.~ ... ~ .. ~~ .. ~ 5+00 4+00 3+00 2+00 10 cxi w CX) z st -' II LOW POl!IT a.EV • 486.57 > ~ w LOW POl!IT STA = 1+58 -' PVI STA • 1+33 fr'. w II PVI a.EV • 486.07 r'1 (!) A.O. • 3.00 0 w I\ -wu. "" r'1 500 + a. 150.00' vc 0 w ~ ID 0) en w ~ en ~ a, &, + w~ 'TA:1+5 13.22' RT. UJ Ii 0 >~ I ~Jl 30 Y<>IC I + ~ <( CX) 0 ~ CX) 1 IM=486. 38 Iii ~ en I st I. -.=48315 12" NE&S) ~ I-o> (D cow I. E.=484. 5 6" ( W} m ~--' w 1+53.8 26.42 RT. X . I-Cl CB# 31 TYPE I z· _w RIM 48 .74 .. ..... nn --f--490 ,-26.5LF 12"D.I. @ ,-22.4l " 12·0.1. 0.50% C 0.9 !% -2..~ ,--7 -I --------~-. -~, ·c , 12·s J@ WA :ER\ CB# 3 BP TYPE 1 I i ' CROS! I ':\ I/ • ING RIM=488.6± (MATCH P ' .E.-48• .47 l I.E.=485.65 EX. 12" (N} + "\~ I.E.=485.55 12" (W) -· ,/'" 1.E.=485.38 15" (S) p I 1~~ 71 ... ' -0.5c EX. CB ,/ -RIM = 488.55 AVING) iv A TEfl NE 12"5 D'-' 1.E.=485.55-S 8" D.I. I.E. 485.65 N C ~OSSIN( @ C/L I.E.• 483.75 STA: 0+12.27 2.93' RT. 480 CB# 2 BP TYPE I I I I RIM 488.59 8 ss I.E. 485.68 LT. STA:1+ >1.38. ' ~.42' R . •EI CB# 32 TYPE I .38 RIM=48 ,.84 STA:0+14.68. 13.26' LT. &W) I.E.=48 .14 DA rw ELEV CB# 27 TYPE I 475.00 W/SOLID LOCKING LID ,o CD ;; "'.., RIM=488.08 ., "' .u, ..... I.E.=482.87 15" (S) " . " ; ",.: <Xi . ro CD .. ~ co ~~ "' I.E.=482.62 12" (N&W} . .. .. 1+00 o+oo 40' f---~~~~~~--.R/W---------1 10· -UTIU1Y EASEMENT CEMENT CONCRETE ROLLED CURB & GUTIER SEE DETAIL SHT. 15 OF 19 ~ ~ I ,__---~~-2~·---~--i i----·13·-~--~13·---i 5• ,-....-2· SIDEWALK 2" CLASS B ASPHALT CONCRETE. 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 \135th PL. S.E. ROAD SECTION E-E (URBAN SUBACCESS) (LOOKING WEST) N.T.S. NOTES: U~~·TY 1 EASEMENT s1..o?"-\/.i'-;.. i:,\ 4" CEMENT CONCRETE CEMENT CONCRETE ROLLED CURB & GUTIER SEE DETAIL SHT. 15 OF 19 CATCH BASIN & STORM SEWER. (TYP.) 1. THIS DRAWING ILLUSTRATES A TYPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRAC1URED AGGREGATE OR INCREASED lHICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S .. ~ FINISH GRADE C/L ELEVATIONS S.E. 135TH PL ~ EXISTING GROUND C/L ELEVATIONS (URBAN SUBACCESS) HORIZ. SCALE 1"=40' VERT. SCALE 1 "=4' . KING COUNTY D.D.E.S. ~ve?~ Revi E~neer - r:. NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1 -800-424-5555 EXISTl!IG UTILH'IES SHC1/IN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH / EXPIRES 9 JAN 2006 I STAMP NOT VAUD UNlESS SIGNED a; DAlED DALEY-MORROW-POBLETE, 'tNC. . 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING REV. NO. DATE CLIENT PROJECT DESCRIPTION LAKERIDGE DEVELOPMENT, INC. P .0. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PLAT OF , APPROVED LIBERTY GROVEAND LIBERTY GROVE CONTIGUOUS S.E. 135Tii PL STREET AND STORM DRAINAGE PROALES ORA"' BY SCALE 1"=40' 0 """"001470ENG SHEET _1=0~-'===H~·=D=.o=·--i-,=,------+c:=---------t APPRO""J..1.L.D. DATE 4 27 05 JDBf 01-470 OF I•\ProJects\01-470 L~ERTY\ciw9\01470ENG.dw\'.I 5/3/2005 3149138 PM PST ',·-·, ... ·,11•. :·:•;>'' 0----------------------------------------------------------------------------------------r-.... HIGH POINT STA = 5+73 f:'] J I I """ PVI STA = 5+83.42 r;i LOW OINT flEV = 4!82.33 I PVI ELEV = 493.73 2J LOW OINT S_T. = 12· -37.38 ,-A.D. = -4.80 500 6 P STA :1 12+48 42 " -Q K = 52.08 £l'.'. P\11 ELEV1= 482. 9 ~ ~ N ...,. lxi IO + ...,. in ~ ID - ~ A.D. 1 2. 77 J; 8 _. ------·------250.00' VC ---~-li:i9:e+:r.l-=-+----f-,'---t-----j-----j---l---t--+--+---J-------t---+--+--+---t---l---+---j---}------t---+--+--+-,l\c-e:~l"m:tl?-ic---:N~i'"4----l----f---+--+---i-----\---J------I w 1.............. r-0 ~ _PTR~O~P~ER~~~~L°'l~E~~~~~~ fJl N PVI ST, = 9+. 3.42 STA: 2+75.59 t30 L 'J fJl oo IX) a, 0 ~ w ~ ID NOTES: h. ----=== 1----- / --- n LL oJ; ~ PVJ EU V = 4l 4.63 0: 'ii _-;;/_ g d A.C. = 1.8 ci G'.i ~ :c ;!: ~ K = 27.3! w --' LL .w ~ i. a ,z "w -· 51.00' vc IX) N ' -50.0I' vc ' - LL.J ci LL w (J) ~ ~ '° I') t IX) ...,. ...,. ~ J ----;:---------------~ ._ .,,.__ I EXISTIN ~ C/L < RADE NO =: 1.00 cX. 1()4_5-LF____ 49Cr =---w--i,-:-,-lf-'--'=»t-.::E-l-+---+---f-t---t---1---1---f"'-t-::--t---f.H~-+---+---+---t---hA-S'~T~l::1:T-PRi rttl:'.""DI:' StGIS!ffi)l<;l"l--+--~~11----t----<N-ll--·l--l-t----t---t-~=--:tc-:c~-:i-==-""CC'-r.cc-=--cc±=ccc-==--l----l----l @ 12" c----,, ~ -::-_--__j J STA o+oo +B 3 45 ~ 00 STA:11+22.11 25.49 s.E. 135TH ST . 490 w ...,. ...,. a, ·3 • ~ .. w • ID ~ D LI.I _____ 2:__1_~% ONc -. --: t,J '~ -----_ I ----• !3 .., CB# • BYPA: :i TYPE 11-48"~ --..,.., l's 2 BY :ORE D SIGN PROPOSED .. c,j -----------------~~:!~~=~;,~-:-~~-~~---' ~8LF-2.~.I~;~~-I PLAr OF E' ENDELL) ~ ~ :,s~~~-~~C ING RO ND CO 'ER I ..; co .... c,j + IX) N ...,. ~ ~ -.>~ ----.~./. OO' --in ~>·· I.E.=• 77.26.1 "{N&S ) ~ ~ @~ ~-__ ----. ,~ .. '" I ---.~ --~ _ ,_ . ~ ID I.E.=• ~1.53 12" (E) in w ~ ~ LI.I LI.I I ~ v.!1',v ()''-" I "" <ii ---_ /AP ROX. LOC TION -/ ~ ~ ..... '/' .. ">YC '1----. . --------EX. 12" WATERMAIN ~ -I --',/ I-. I .0 •~o APPROX. LOCATION EX. 12" "ATERMAII EXISTI~ G C /L ----~ GJ I~ 0) • • " 1--------. ---: r8LF 2·0.1. E --nr· --!7. I< E. 482.17 b:l • OJ -------!/ 0.63 I: 1 ~ ,.; ,_g ~ 200IF 15"SD , --------•--~ !i r8LF 12"0.I. t LF 12"' I ... -·11' ,_., ,-~ 0.65% ---------/ 125o ••• ... 1 -8.5 LF 12" EX. A[S@ 7.53~ -- Z i.J ~ G'.j ------r--_ 15Qlf' ~ • l:I -1.00% I J J __ .e • -• ----· --~--- 480 '~": ST :7+37.54. 24: 7' LT. ----e-"'v%·~ -. _ , _-__ • 15 s, @ O;] . _ \ ~ 2" Cul'""~=~. --.r-~ i:::==~·-==+=·= .. f=--+'---==·=·t-=-==t·===i 4SO STA:6+67.54, 27.21' T. co CJ CB~ g BP TYPE 11-48"~ " ·· , s c/L) , ~480.4, _ .------\ i - CB# 10 BP TYPE 11-41 -~ <{I-.. w W, SOLID .OCKIN( ROUND COVER STA:9 ... 37.34. 24.37' T. !) 18\LF 12" C EP@ 0.c,% (13.25. ~ESJGr-r-----'--ft / -==t==~1==~1---t-1sl""iovvic~s~s;t--1 RIM=491.'± fJl Ri =490.2! CB# 8 BP TYP: I jtii P~P(::gp; ~~MP~f:}/~,i~~"'~ = = =e---&---8.,t<t'i~ '-1, I_:,,~ "-"-E. EX. 6 ... L MATCH PAVl~G w I.E=482.9• 15" (' &:E) WISOLID '-')CKING JD -1---==STA:1 ' --.,,':.2 ;,3 ,7.,,,,'-H',~. r --STA:1 ~1,_37_34 24_37, T. E ;("'~ ,1v .!':l w TERMAIN W/SOLID LOCKING JD z I.E =486.3!' 12" ('< I IM=485 40 CB# 7 BP TYP-I CB# 6 p TVDE IL u ., ~ , • ., .i. 11 BE ABAI DONED O 48 9 12• m\l·--';f--~---+--f-::.:J_'._==~-::_~•+'---1---f--Llll"E;,$·.4'u:IB1.J1F:65<;_j11.5o;'"'.'....(,~£)-i•_.( __ _j __ _j._-w, , 1 ,r ·...-,....._ " ~--"', __ nbil" S•IIJlH OF 'EE O I.E.= B. ± EX. n1--rs t nfi501:1D-t )CKING-jO-l-+---+--l--\.,!h1f-l"S0t1D-t )CKINC-j0-·J'" .1<.c.._+---+---1----+---l---+---I---I 1.E.=488.90 15" (SE) N:W 1 ~ I E.=481. 25 12~ S) J, 1 IM=484.?4 F IM=483. )± J; I.E.=488.9015" {N) N:w ito SCTB•:74+23C~;5RBB.11N5LEt.' T~· LT. STA·'+3734 1525' T I.E.~480.0015" ('!ft)) I.E.=1•478.67 ~5· ('!f •E)) STA:9·-85.79, 17.37' T. ~ gi 1.E=486.4•J 12" ( ) f{!M=48438 STA:1 +87.34 15.25' T. STA:1 +37.34 15.25' T. RIM ,,i 2.4± ( ATCH AVING) I'll e 8: RI =489.4) 1 . ; OJ# 41 ( URS INI ET . I E-=480• >O 12 s E.=475• •2 12 s _/ CB# 5 BP I T~~E 11-48~~ e:: ~ DATllM ELEV 470.00 I E.=481.f5 12" N) C # 40 < URB l~'fs,T C # 39 < URB IN! -T I.E.=4 4.58 1 • (NW&TE) o I IM=483 63 I IM-482J53 I.E. -4 3.83 2 lS) ~ g I.E.=480. )0 12" (N) I E.=479.00 =::I ;;:: CXJ vm "¢~ l.O~ C.D~ 1'f6 ~in ~~ LO~ g ~ ~O ~oi \;;rd ~ui ~IO ~"' "'-f-V irj,..; U w ~ ...,. 0) IO 0 co ~ I:, 0 U) co "' 0 rri I') a, IO ..; N c,j rri ~ r<J &I rri r<J r<J "' v v~ v~ v~ v~ v~ v~ ~~ v~ e.. ID ~----~------t"""t------~-----~-----~-----~-----~-----~-----~~----~-----~-----~-----..L. _____ ...,_ _____ _L_.:__ ____ L... ____ _J;! ~ U) co ~ 00 IX) 00 00 ro 00 co co 00 ... ... ...,. ... ... ...,. ... ... ... ... ... 7+00 8+00 9+00 10+00 00 11+00 12+00 13+00 14+00 15+ 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. -FINISH GRADE C/L ELEVATIONS ~ EXISTING GROUND C/L ELEVATIONS S.E. 136TH ST "' ~ 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED (URBAN NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1"=40' i, "' "' c, t---------------•60'---~---------~ I= U) "' > 0 "' 48' C> I= VERT SCALE 1 "=4' "':, u,O m::> 1 · < "' "' 490 480 O 0 + IQ ..-t •• ~ I'll ~ a ~ RADE - - ..... ------ :------- 15+00 K = 73.71 f-' (J) _0'.'.1-' 00' vc 100. oz r<J w w 2'l F VI STA ,= 17+0 Z> ~VJ ELE , = 48! ...J 0 A.D. = 1.36 £l'.'. "" >-n. t-:a; IX) 8 itz i UI + 0 (.') IO ({) O'.'.W ....: ~ n. a:, IX) ...,. w ,, ROPOSE . ~ 1 ~ ROAD ID I -A ,J I --I --Ex. 12" ( i\ one. I Cro sing\ I --I -I.E. 4, --4.56 -~ ---. ---,--I --------r ---·-------------------~---------I ------... I ----------1 l7.9LF ~· -----------· ---------~ - I ----CB-1· RIM=4 ST• 16+09. 5.25' ~ • CB 11 24 1 ,,E I I.E.=4 RIM.f 486.36 I.E.=4 I.E.=4 1.E.,.482.80 --·- CB# 12 W/SOLI RIM ,4t I.E.=48 • 4 0.00 ({) co ~ ... * ": !;i: U) (0 " ~ ro • 00 00 UI llJ 00 IX) v ... ~ ... ... ~ 16+00 17+00 S.E. 136TH ST {URBAN NEIGHBORHOOD COLLECTOR) HORIZ. SCALE 1"=40' VERT. SCALE 1 "=4' ({) 0) 0) a 150.0 )' vc + 00 I ~ VI STA = 18+5 ) ~ p n ELEV = 492., 5 I-IO A.D. --2.35 + ' w K= i3.96 a, ; (J) ~ "' ,.23 _j U) tii IO co n. ~ ~ ,40 I') .... IO 0) a, + 0 a v LI.I ..... ~ z ;: N > ({) "-! J '" LI.I w L' C/L GR .;.;~ ~ ~ XISTING ~DE ci D GRA! ~ ID ID z w 0 LI.I - C/L --l-,---~ _..,.,., ---~ l.,....--' ----~ ...--- ~ __ L ---:.:. ..l ...... ------~ ------ ··11~ ~ -!.----CUT El STING 1 4 ~ ~-· PIPE !I: REMO _....-:-: ---------..... ~7-:!,\ ~ ~ -..--::;.--i------__.. -• L----'"' --------1----h __,. -~ -----~ -s STA 19+45. 2, 26.6 ,, p\/C . __ ,, .. -- ~":)-W/SOU . . LOCKII 0 . • RIM ,~ (M \TCH P, . • ,_6;91: -· •. ••• 11 = ~if+s~iW49 ~ 5~ 138. 04 ST CB 23 11 •E I ,6.34 1'" CONC E RI! =492.2' 5.64 1;" CONC s I.E.=48B.OC 6.24 1;" CONC w -sr1-8r ~.6.8'' +. BP Ill El ~Ir,. I "1;t'; • . .... L.s-. CB# 22 TYPE II r-48"' > LOCK! G LID W/ SO D LOCK NG LID 8.7± RIM=49 ).89 ,.21 I.E.=48 .86 ~ llJ r<J ~ r<J :;j: -IO -Ol ~ ~ N c,j "' ,.; 00 rn ~ 0) Ol ... ... i v ~ ... i 18+00 19+00 '1= O'.'. a 1~v w co rri z IX) ~ 00 0) •V ..; ~ "'> +w a, £l'.'. ...,. w 0) ...J n. ~w •• 0 <{ • LI.I £l'.'. I-<!! ~ n. (J)W LI.I / /Ex. 2" c, LE. 91.0 ~-I ,_ ...-~ -\ \~ t:1 . ----t-- ,~ ' ---lVI ----1""' __ Jj ~ r 2" U) le. " c--.i 0) v ->: ...J w t RT. ci --' w .. -. G LID ~3.0± w VING) (J) w . , ., -~ ':;.: 5•< . a z N ({) ~ X I-z N 0 0 (0 + 0) ~ {-i (J) 00 " rri N 0) 0) ... v . 50D nc. r-Ex. 12" LE.=491. 490 -46.6 L Culvert 75 -c, w w ~F,__ ______ ------~t--------,------~ 18' ,:z R/W R/W ,o R/W "' (.) 5' SI EWALK~ <: 1 ,\/4,\'. 1'1 SLopE: ~ 4• CEMENT CONCRElE CEMENT CONCRElE VERllCAL CURB & GUTTER SEE DETAIL SHT. 15 OF 19 CATCH BASIN & STORM SEWERS,(TYP.) 3" CLASS B ASPHALT CONCRElE 1 1/2" CRUSHED SURFACING .TOP COURSE 5• CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4,02 OF K.C.R.S. VARIES 16'----l 1 1' SAWCUT & 1--j !---MATCH EXISTING SOUlH HALF OF ROAD IMPROVEMENTS DESIGN BY 'OTHERS, COORDINAlE IMPROVEMENTS W CON'!RAGTOR (SAME AS lHIS PROJECT) I I PAVING EXISTING PAVING VARIES, FEATHER OVERLAY AS NECESSARY TO OBTAIN -2.0% SLOPE TO EXISTING PAVING S.E. 136TH ST. NOlE: 1. THIS DRAWING ILLUS1RAlES A TYPICAL ASPHALT CONCRElE ROAD SECllON, ALlERNAllVE II. FOR OTHER ALlERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGAlE OR INCREASED THICKNESS OF SURFACING MAlERIALS. SEE SECS. 4.01 AND 4.02. OF K.C.R.S .. * NOlE: (.) 30• R/W 18' MIN. 2 ' MIN. "' ID ::; 4• CEMENT CONCRElE CEMENT CONCRElE VERllCAL CURB & GUTTER SEE DETAIL SHT. 15 OF 19 CATCH BASINS, STORM SEWER, (TYP.) 3• CLASS B ASPHALT CONCRElE 1 1/2" CRUSHED SURFACING TOP COURSE 5• CRUSHED SURFACING BASE COURSE ADDITIONAL 1REA TMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S. CPEP EX. CB F 12" EK @ 0.24% ROAD SECTION K-K (URBAN NEIGHBORHOOD COLLECTOR) STA: 16+0784 -19+30.86 IF SOUTH HALF OF SlREET IS ALREADY CONS1RUCTED, THEN SAWCUT 1' BACK & PROVIDE 16' MIN. PAVING FROM C/L TO NORTH FLOWUNE & ADDITIONAL PAVEMENT ON SOUlH SIDE AS NECESSARY TO MATCH EXISTING PAVING RIM=492.83 I.E.=491.13- I.E.=490.13. N -w (LOOKING WEST) sp• 480 30' I 30• i-·-----,R;w-------;,------R;w-------1 !20' MIN. PAVING WIDTH .J-i EXISllNG PAVING I I VARIES EXISTING GRAVEL SHOULDER OR ASPHALT DRIVEWAY SLOPE VARIES DOUBLE YELLOW THERMOPLASTIC 4• LANE SlRIPES BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SH<7Ml ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH 3• CLASS B ASPHALT CONCRElE 1 1/2• CRUSHED SURFACING TOP COURSE 5• CRUSHED SURFACING BASE COURSE ADDITIONAL 'TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 OF K.C.R.S • S.E. 136TH ST. ROAD SECTION L-L (URBAN NEIGHBORHOOD COLLECTOR) STA:13+48.40 -15+67.84 (LOOKING WES]) : .. ,.-c _ ____:_ '''''"· ;-,, --------~···- j EXPIRES 9 JAN 2006 SfAMP NOT VAUD UNLESS SIGNm It DATED ., S.E. 136TH ST. ROAD SECTION D-D (URBAN NEIGHBORHOOD COLLECTOR) STA: 6+57.73 -12+94.07 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING REV. NO. CLIENT PROJECT (LOOKING WEST) DA1E .:tAIIAc.:> H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: DESCRIPTION C pletion Date (p/1<;Jv.; App1rm!al Date APPROVED LAKERIDGE DEVELOPMENT, INC. P .0. BOX 146, RENTON, WA., 98057 PHONE No. ( 425)228-9750 PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS S.E. 136TH ST. STREET + STORM PROFILE ~"=RA=~~BY'-"""-"-'--+=sc=Al£~N_O_TE_D __ +c0"~~~"-~_1_-_4_7_D_E_N_G __ ~~~-~fl:'---t ~ H.D.O. APPRO""M.l.D. DAlE 4 27 05 JOB# 01-470 OF I•\ProJects\.01-470 LIBERTY\dw9\01470E:NG,clws:i 5/4/2005 10118126 AM PST LUA-o.a_-12_1 ________ ,. ___ _ 0 ~ I ,- 0 480 lO (0 st ------···---- NO ~. •O moo r--st t> .. w <( ---' r W j-'. (/) r!: om r--<t: • t') (/) ~ PVI TA = +33.40 ~ .. ..----100.00' vc ----. PVI STA = 0+83.15 PVI ELEV = 489.87 A.D. = -3.55 K = 28.13 IO ~ t') I') + 0 Iii (.J m 0 0 j-'. t') (/) + 0 t') I f--;:: ~ (0 * t') "(/) ~ 0 COw > w 0 dz w ---' (/) + a,- ""...J w 0 ~ ~ 8! 0 z f-- w (/) r. u~B'TY EASEMENT 5' DEWALK <:7 '-I 1' STA: -0+00.49 4-1: Slope EXIST. E.O.P. EL=491.47 •I 7 'I." CEMENT CONCRETE 40' f----------,R/w----------1 <a'.. ~ u ~ i--------2~·-----~ f----13''----+---13"--~ 5' SIDEWALK NOTES: 1. THIS DRAWING ILLUSTRATES A TIPICAL ASPHALT CONCRETE ROAD SECTION, ALTERNATIVE II. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS, SEE SECS. 4.01 AND 4.02. OF K.C.R.S •. EASEMENT r u~B'TY 40" f---------""""'R/W'----------t <a'.. ~ 0 ~ i--------2~'----~---i i----13"---·+1-·--13'-- I 5" SIDEWALK I w st PVI LEV = 475.97 w ~ 490 l--f----jµ0 ~i>jj-+--+--+---+---+---J--_:___~tfr..~-~-:?B~-f--(/)~+--_e~eoSEI~~:°1;r-?,L=\-f----jf-~f-9---j-;7~d:;aa:-~==J---+tJ---, 490 5 G:J = 35 99 ~ ROAD /L CEMENT CONCRETE CURB&: GUTTER SEE DETAIL SHT. 15 OF 19 CEMENT CONCRETE ROLLED CURB &: CEMENT CONCRETE CURB &: GUTTER GUTTER SEE DETAIL SHT. 15 OF 19 SEE DETAIL SHT. 15 OF 19 CEMENT CONCRETE ROLLED CURB &: GUTTER SEE DETAIL SHT. 15 OF 19 lO (0 (0 st 6+00 t') t') . [() (0 lOst m> .. w w (/) . 0~ w (/) w 0 ---' ::, 0 Z LL ('.) o w 00.00' vc ---r---. a:: r-- ~ f': z t') w~ PVI TA = 58.40 PVI LEV = 472.50 K = 5631 00.00' vc --;-~-. ti E 1ST. GR DE @ C/L ROAD ' I).\. ,,; co + N Iii g ID W/SO 8' V SS "'~ ;1; roe ~ '°r-st"" ,tn eEMENI CONCREIE S A:3+91 30 13. 2' LT. C # 17 E I ,,r-i--t--1---1--..U~ RI =473. 5 I •• =471.0 12" 124. 12 D @ o. 0% OI ,,. 0 d • "N ,,. ~ 5+00 "' " co "1 • "N ,,. ~ 4+00 STA 3+91.3 , 12.46 RT. CB 16 11-48 Ill mM.I474.12 i.E.I470.74 12· (N E) 1..E. 451.43 12" (S W) (0 ,,. (0 <O • "IO ,,. ~ FINISH GRADE C/L ELEVATIONS EXISTING GROUND C/L ELEVATIONS (0 "co <O • "" ,,. ~ 3+00 N,S&:W) .DA f:LEV 455.00 0 ~ (0 CC? rt co "' "! "' <O ~ "! "" .; :;j «i tO 0, • mo 00 15 ~ ro ID "' co ,,. ,,. .... ,,. co ,,. Cl> "" "" "" "" 2+00 1+00 0+00 162ND (URBAN PL. S.E. 40• i----------R/W --------~ <a'.. (.} I ~ ,__-----2~·-----~ i----13' ---1---13" ---1 5• SIDEWAI 2.0% 2' SUBACCESS) HORIZ. SCALE 1"=40' VERT. SCALE 1 "=4' 10' UTILITY EASEMENT 5" \" CEMENT CONCRETE NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED NOTES: 1. THIS DRAWING ILLUSTRATES A TIPICAL ASPHALT CONCRETE ROAD SECTION. ALTERNATIVE II. FOR OTHER ALTERNATIVES AND POSSIBLE REQUIREMENTS FOR FRACTURED AGGREGATE OR INCREASED THICKNESS OF SURFACING MATERIALS. SEE SECS. 4.01 AND 4.02. OF K.C.R.S .. CEMENT CONCRETE ROLLED CURB & GUTTER SEE DETAIL SHT. 15 OF 19 SUBGRADE SLOP I 2.0% I CEMENT CONCRETE ROll.ED CURB & GUTTER SEE DETAIL SHT. 15 OF 19 2" CLASS B ASPHALT CONCRETE 1 1/2" CRUSHED SURFACING TOP COURSE 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 .&: 4.03 S.E. 137th ST. CATCH BASIN & STORM SEWER, (TIP.) 470 460 ' II 'l z• CLASS B ASPHALT CONCRETE EX. 12"SD1 1/2"CRUSHED SURFACING TOP COURSE I.E.-4BB.40 5" CRUSHED SURFACING BASE COURSE CATCH BASIN &: STORM SEWER, 2" CLASS B ASPHALT CONCRETE (TYP.) 1 1/2"CRUSHED SURFACING TOP COURSE CATCH BASIN &: STORM SEWER, (TIP.) ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON 490 480 - 470 460 STA:0+14.60. 2 CB# W/ SOLID LOC RIM I.E.=471.53 1: 0 --i r--st SOIL CONDITIONS. SEE SEC. 4.02 &: 4.03 ~ (0 "' r--o· t') ~" +st 0 ~> 1-W (/) ...J w fl: n~ 0 -.w w + 0 j-'. -~ en ~ X U) w fr w (/) . - > ~ <( ~ iE 0 @ <D ~ ~ P. z i--~ .o . r--- ' .. 1H .43' RT. I YI El KING LID 1=47• .80 • (N scE) .DA 'l'UM EL 1450.00 0 --i r--st 0+00 . LOW LOW I ~ ~ 0 0 t') + N ' t') ~ .N ' ~ 0 ..; "" ~ + 0 Iii ILi ~ g ID ID / / o,:_ 0 "'-SQ 0,, . 162nd PL. S.E. ROAD SECTION J-J (URBAN SUBACCESS) (STA. 0+00-2+79.11) (LOOKING NORTH) N.T.S. POINT LEV= .12.12 POINT l rA = 0 ~84.73 VI STA = 0+77 82 'l\11 C'I ~ ·--.. - A.D. = 3.38 K = 22.20 75.• o· vc ' I') .-' OI ui c-i ~ ~ + ~ w Iii ~ ~ ---,.,. '-w 1M -.,.-· '- ' ,_ / 1-2 >.4LF 8' D.I. r-" C 0.98% "-/ / ~" ' m ~ '-'- J>-"lJ~ "s" D.I. WA r --=---.. ---r-- 49fi, ~ I I -, II 8" p 8" PV< ss 34.3L --n, . -----.. --... -. . . .... ~·· CB~ 6 TYP '" I RIM 472.5 I.E.I469.60 8" I.E. -467.53 15" {N ¥&NE) ... " . . ' . • . ", . c~ 7 TYP I RIM !=472.5, I.E., F469.86 8" V l!) Cl> <Xl" st ::i= • Cl> . " lO • st • u:i..; r--N r--~ r--I'-st~ st"" st"" 1+00 - -FINISH GRADE C/L ELEVATIONS E XISTING GROUND C L ELEVATIONS I ----1--'-.. -1---__ 11 .. '- ,.:5 ... ~ ' ER l r---- 5" CRUSHED SURFACING BASE COURSE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITIONS. SEE SEC. 4.02 & 4.03 ' : co co ' ui ~ . I . ,"'.~ : g I ID E 1ST. GF CIL ROA -/ / I / ~ 162nd PL. S.E. ROAD SECTION M-M (MINOR ACCESS) STA:3+15.88 -CUL-DE-SAC (LOOKING NORTH) N.T.S. PVI STA = 4+04.55 PVI ELEV = 476.91 A.D . = 0.62 K= 241.14 150 00' vc ' IO IO ~ OI ·. " co ~ + .... w Iii g ~ w ILi 2.0" ADE@ / D A / I/ '--/ '-'-/ '-~ '-m/o;-'-. 26.4L 12· ) 'z p -SE GRADE @ SD 1 02% -'-·-. R ADC/ c----- ~ e--"--,ER ,2· 5 J@ 8' D.I. W, ,os.B - :;TA: 3+· '0.51. 1 .28' LT s A:2+63 85, 10. 8' LT. ~B# 14 BP TYP ~ I C # 15 B TYPE .V/SOLII LOCKII G LID w 1SOLID OCKING LID ~IM=47 .2"2: RI ! 474.1 7 .E.=47: .19 I.I .-470.5 ~ I I I I • -; 0 00 st > w ---' w w UJ<.!i -W a. (0 00 0 [() z N 0 CD + ~ r-- t') X ~ f--z U) "/ • ti v-34. @I <-9J.l!:"----Ii--i ' 8" PVC SS C SS -i--/ '" 15"SD " @~ v 0.5 % STA 2+57.2 , 12.46 RT. CB# 9 TYPE 11-48"1 RIM• 474.64 I.E.= 463.00 15" {N S) ST, :2+34i 2. 124 ' LT " .. . t----'- RIMt474."3: .. - I.E.-.-453.20 15" (W .SE) l!)o N ~ '1: ~ -~ l!) "'" l!) ! t') • r--" r--r--IO st"" st st~ 2+00 3+00 137TH ST. S.E. (URBAN SUBACCESS) HORIZ. SCALE 1"=40' VERT. SCALE 1"=4' ~" ·-(0 • r--~ st.,. STA:, +61.71. 13.22' T. CB# 11 TYP .. I , IM=477 91 I.E.=• STA:• ~61.71. CB# I.E.= 474.63 REV. NO. CLIENT o'° . "' r--• r--(0 st~ 4+00 DAlE ' 74.90 1 2· 13.22' T. 12 TYP • I IM=477 91 12" {N~ E) st ... • CID lO" r--" st.,. STA:4+ CB# 13 W/ SOI RIM=47 I.E.=47, t'l N . co 0:, • r--co st~ 5+00 DESCRIPTION Q ---' <( :s: w (/) LL 0 w 0 Cl w '""' r- ,LF 12" .50% 6.27, 1 TYPE I D LOCK .18 .46 r-- m r--st DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA .• 98057 PHONE No. ( 425)228-9750 SD 3.22' RT. NG LID APPROVED ROAD SECTION H-H (URBAN SUBACCESS) (LOOKING WEST) Com leti n Date BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 PROJECT PLAT OF N.T.S. . SANDERS, P .E. DEVELOPMENT ENGINEER Comments: t~1(/q£ pp~vat Date EXISTING UTILITIES SHC7t\lll ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE· AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH ------04--------,-.. I EXPIRES 9 JAN 2006 SfAMP NOT VAlJD UNLESS SIGNED lit DAlED ENGINEERING -SURVEYING LAND PLANNING LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS 162ND PL S.E. AND S.E.137TH ST. STFEET AND STOAM PROALES DRAl'OI BY .SCA!£ 1"=50' DRAWINGD1-470ENG SHEET_~12~----~-='"H,,,.D..,.c,e0c,... -+,,=-----+c=--------t APPRD"'M.LD. DAlE 4 27 05 JOBI 01-470 OF J,\Pro.Ject\01-470 LIBERTY\dwt:i\01470ENG.dwt:i 4/27/2.005 1Ir37•48 AH PST ----------------------------- 0 ~ I 5 \ \ - _L 1/8" MIN. lHICKNESS GALV. STEEL OR ALUMINUM. INTERIOR SIDE DIMENSIONS 1/4" GREATER lHAN POST DIMENSIONS. 'io ·' I .. •• 4'_ 169 71 E l2"5D C 4.42% - I I I I I I I I I I I ' GRAjl ACC Cl.AD O i5% MAX. EE CIETt'b-. THIS HEET} ~eacik= --~-456•~--:~~·· ..... ~~.......J'. ONlROL MH# 1 TYPE 11-60"111 POND BOTTOM =451.00 - W/ _!:-0CKING ROUND co~lE: RIM-454-5 0 INSTALL PIPE ANCHOR O.F.-462.45 . --I -----~:t-468_::-j-\ - I I I \ I 31 IN. FF~ I I I 15" OUllET 1.E.=454.00 W/RIP-RAP PA , (SEE RIP-RAP OlE), 12" OUllET (TYP.~. ··\ 1.E.=454.00 /. • W/RIP-RAP PAD, . (TYP.) • • • • __,.-/'! . • (SEE R7P-R NOlE), . p/· ": _J.-~_,_ ----~ • • 1's • I/ 6' CHAINLINK FENCE ~ -SEE DETAIL SHT. 14 OF 19 0.. -TOP OF WALL=463.00 , .. I V // 464 ,,. --'"" ,., C"\/ •l~n nn --0 --... ----462 ,,. Pl ,,. OPOSED ..,.-460 ,«/~ c-.,;{0: 6' DI 1ENTION STORA E .Y~ ~ -tJ~ t:1Ei'ICr PTIONAL 5' BER _ .. f-- -•~n n 1-i ~ ELE, =455.0 ~ f] " ~\If. ,~ ~~~ __ J__ ",Y. -. ~ ~ ~~ 1!0', . --~Y, .. )'/~ ... /.( ~ /,'( ~,, e/, y/,Y, ">0'' . ,,, -...... r ..... !, ·»> ~~ 6° s "DIMEN" STORA }~ E~ ~ ... :,,c -~_A 458 456 454 452 450 . 1' SE >IMENT HORAGE - 448 446 444 442 -I XIST. GI ---- " _, - GRADE I\ J y i I I < ' ;;: f<{f " ~%le' OUND ...,;; k~ # "l'«' J:0, 1'%' ,~ \TT .. -- 468 466 464 464 :E~~ D;: PROPOS GRA 462 462 460 460 I-' -I \ 458 458 456 456 454 454 452 452 450 450 448 448 446 446 444 444 442 442 I/Cs 6' CHAINLINK FENCE.~ SEE DETAIL SHT. 14 OF 19 TOP OF WALL 463.00, (TYP.) I/ I n.1~1. - \ ., "' c:, • C"\/ .u nn ,a / --· -~--~ ~~~ ,.---~---~~-j}:( 5· Ut:. IC.I~ ilVl'i 1 r~ ,(~1. 5' ~BEN1:Tf RAGE - -"' \I ~ 5' B NCH • ·'% I--( ~ (OPTIO ~A~ .. -~ C"\f "'~ n~ ,". J~\ 0ROPOSI D--'~ ~ "'." <J1 ' % ;.,. GRAI E .':;/: );:: 'I'.' ... ' 77.i "~~~ ::< :;,<..; Z~*~--------~ %~ --. ''0..) WALL s. OTI.=4, 2.5 I 1'~ . · . E~I s~ ~rl~N O ·~· ---=-4 18• (S&W) A-S NEEDED \I/HERE Ml ,.c.,-· COVER IS NOT "'-. "!AINTAINED.pTYP.) 150 0 50 O=A/P 100 50 100 0 50 100 200 I I I I I I I 3+00 , -I . : I -\.o ·:\~ :: \ I I /(!) ~o r1 l "-: l'W""4 3 "-: B/w""4tii-:f.·!i--' ----1--' • • POND SECTION A-A "" . J'. j 1{J WIDE EMERGENCY "-: s ILLWAY T\" : ( EE DETAIL THIS SHEET) : 4 -:;.O ':._ • / HORIZ. SCALE 1"=40' VERT. SCALE 1"=4' /~~ ":i<>·o : "-5' BENCH ,3 / BOTT6~~~2.50 . '{~TIONAL) TRACT "81 -----460-- 5-..- ~R-IP ___ R_A_P._N_O_lE_: -----~ ~ RIP-RAP PAD SHALL BE 7' W. x 8' L x 1' THICK AND HAVE THE FOLLOWING GRADATION: MAX. STONE SIZE=8" MED. STONE SIZE=6" MIN. STONE SIZE 2" EMERGENCY OVERFLOW W.S. EL=462. 70 TOP OF BERM EL=463.00 0 5 10 20 ··-··· - SCALE 1" = 20' * RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9-13.1 OF THE WSDOT/APWA STANDARD SPECIFICA llONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADA llONS AS FOLLOWS: • DETENTION POND VOLUME REQ UIRE'D: --'-'11-'-'-5,5.:....:67--t;:.:__,:u=. -=-=ft·:.__ DETENTION POND VOLUME AVAILABLE:_......:135=,2=2=:3-=c-=u.'-"ft=---. _ DETENTION POND VOLUME PROVIDED: _____ _ POND DETAIL ~-----12'·-----~ 4% MAX., TYP. ~ 6" CRUSHED SURFACING BASE COURSE NOTES: 1. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS /« OTHERWISE SPECIFIED. / / 2. ALL STORM DRAIN PIPE SHALL BE PVC UNLESS OTHERWISE SPECIFIED 31.2LF 18"SD @ 1.60% TO CB No. 2 ADAPTER REMOVEABLE WATERTIGHT COUPLING RISER ' 6" PLATE WITH_..../ fjM~AGx!:"1. ~>-_J ORIFICE P:LBOW D''""AIL (SEE "''' ELEVATION N. T.S. FOR SIZE) ~ "' "? ~ ICl PLAN • • • • \ 5' VERTICAL GRATE OPENING @5 Q. SCALE: 1"=2' Cl II) :,; = 0 "'0: ~ .... POND OVERFLOW DETAIL MAXIMUM STONE SIZE 8" MEDIUM STONE SIZE 6" MINIMUM STONE SIZE 2" FIRM SUBGRADE ~ 5 N. T.S. 1" CHAMBER -4 SIDES RECYCLED PLASTIC1QR TIMBER 8" X 8" X 4'-0" 8" x 8"' X 5'-6" 1/2" GALVANIZED EYE BOLT w/WASHER & NUT. RtCESS NUT & PEEN 1RECYCLE0 PLASTIC BOLT lHREAOS OR TIMBER ,---.,,_.--500# MINIMUM 1EST GALVANIZED CHAlN ANCHORED IN CONRETE 4• =<>« i ' I 1" CHAMFER 4 SIDES ' "' ·' "' -(I,! ,, b , I ;.-, , q~ NOTES: 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE FIR, DENSE CONSTRUCllON GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA, CCA, ACZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 (4) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5" OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. GRAVEL POND ACCESS ROAD N. T.S. NOlE: PRIOR TO THE RECORDING OF LIBERTY GROVE, THE PLAT OF LIBERTY GROVE CONTIGUOUS SHALL BE RECORDED (AS DRAINAGE FACILITIES FOR LIBERTY GROVE Will BE CONS1RUC1ED OFF-SllE IN THE PLAT OF LIBERTY GROVE CONTIGUOUS). INFORMAllON PLATE: A BRASS OR STAINLESS STEEL PLATE SHALL BE PERMANEN1L Y ATTACHED INSIDE EACH CONTROL STRUCTURE. ENGRAVED INFORMAllON ON THE PLATE SHALL INCLUOE THE FOLLOWING: -NAME AND FILE NUMBER OF PROJECT -NAME AND COMPANY OF (1) DEVELOPER, (2) ENGINEER AND (3) CONTRACTOR -DA TE CONSTRUCTED -DATE OF MANUAL USED FOR DESIGN -OUTFLOW PERFORMANCE CRITERIA -RELEASE MECHANISM SIZE. TYPE AND INVERT ELEVATION -UST OF STAGE, DISCHARGE ANO VOLUME AT ONE-FOOT INCREMENTS -ELEVAllON OF OVERFLOW -RECOMMENDED FREQUENCY OF MAINTENANCE. NOTE: CONTACT DMP. INC. AT (253)333-2200 FOR SPECIFICS. POND SECTION B-B HORIZ. SCALE 1"=40' VERT. SCALE 1"=4' ROUND SELF-LOCKING SOLID COVER MARKED •DRAIN" RIM EL= 464.50 5' VERT. GRATE SPACE BARS @ 4" o.c. REACH ROD (TYP.} ' ..... 4 MIN. .. , 15• MAX. IPE SUPPORT(S}: J"x.090 GAUGE BOLTED OR IMBEDDED 2" IN WALL AT MAX. 3' SPACING. MIN. 1 SUPPORT OVERFLOW EL = 462.50 EL= 462 STAND. GALV. STEEL LADDER/STEPS (TYP.) 101LF 1s·sD @ -1.98%::-,. I.E.= 456.00 . . .. -·- .•.. .... ;.. ;. .. •, . .. .. -~-. .. 1,· .. MAX W.S. EL= . ·-1, -. -·. :·· ... l . . . . 5• MIN. 3.65' . . ' - ·,.. :.· !·.· ·-,..: 2·-s .. MIN. 1.19' t 10" ELBOW W/ 7 ;5/4" ~ ORIFICE EL=460.81 FROP-T SHEAR GATE (TYP.) Do· ••• • ,--11=...J 1~ C~P ,j"'18:·•e;. ,;1:·•L· -rT,_QJIDQs;_...fl.a!il!Ji§,.. 2' MIN. - i:,;. .• 2' MIN. ,-. . ·. 31.2LF 18" SD @ 1.60% OUT TO CB No. 2 CMP TO SD ADAPTER 1.E.=456.00 1' SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL RESTRICTOR PLATE WITH 3 1/4"~ ORIFICE. · ..... _. ·.'·_. • ~= ... "· . I' , ...... : "-'--+-'--'--'"---"•·-· .:.,.".'....:'·....:·-~~-·.:..· -_· _-· ·.c....a-.,./~-~-•-+. _--...J· NOTES: ELEVATION SCALE: 1 "=2' i---------160"----~ 1. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 2. FRAME & LADDER OR STEPS OFFSET SO A. CLEAN OUT GA TE IS VISIBLE FROM TOP. B. CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GA TE. 3. IF METAL OUTI£T PIPE CONNECTS TO CEMENT CONCRETE PIPE, OU1LET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1 / 4". CONTROL STRUCTURE MH # 1-TYPE 1I-60"v> SCALE: AS NOTED REV. ND. OAlE DESCRIPTION APPROVED a a a ] 6. SEE SEC. 5.08. 7. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. KING COUNTY D.D.E.S. ~q~9/ CLIENT DALEY-MORROW-POBLE IE, INC. LAKERIDGE DEVELOPMENT, INC. 2·-0· REMOVABLE BOLLARD SECTION A-A VARIES 7 ~ FIXED BOLLARD PLAN FIXED BOLLARD BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 PROJECT P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-9750 BOLLARD DETAIL N. T.S. . ··--····-··-·-·-..... --·"-~~ - '"tlll~ H. SANDERS, P.E. DEVELOPMENT ENGINEER Comments: EXISTING UTILITIES SHOYiN ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH I EXPIRES 9 JAN 2006 I STAMP NOT VAUD UH1..ESS SZGNm ii: DAlED ENGINEERING -SURVEYING LAND PLANNING PLAT OF LIBERTY GROVE AND LIBERTY GROVE CONTIGUOVS STORM POND .DETAILS DRAWN BY. SCALE NOTED DRAV,NG01470ENG 13 '==~H~.D~-~O~·--i-c,-....:.:..:....:..:=---li---_=--:...:.:...:=::.::.... __ ~~m__,,,'---~ APPRDVEIJv1.L.D. DATE 4 27 05 JOBI 01-470 Of' 11\Pro [ect\01-470 LlBERTY\dwo\01470ENG.clwo 5/11/2004 10153•29 AM PDT LUA-0"1 -{U "-'-' --~-, '" -· -·~-'·" 0 r-.... 'q" I 5 24" 18" T'IP. ~-----------48" ------------; Storm water Storage Pond This pond is in our care. Runoff is stored end slowly released from this pond. This helps prevent downstream flooding and erosion and helps improve water quality to Puget Sound. For more information or to report littering, vandalism and other problems, call: Depertwent of Natural Resources, Facilities Maintenance at 296-8100 Pond Name and Number SPECIFJCA TIONS: SIZE: MA1ERIAL: FACE: LETIERING: ---------------- A PORTION OF NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON 48" WIDE BY 24" HIGH . 125 MIN. GAUGE ALUMINUM NON RER.ECTIVE VINYL OR 3 COATS OUTDOOR ENAMEL (SPRAYED) SILT SCREEN ENAMEL WHERE POSSIBLE, OR VINYL LETIERS ENO, GAlE OR CORNER POST :ra1STED &: BARBED SELVAGE PULL POST BRACE POST- FABRIC BAND T'IPE 3 ~ T CHAIN LINK FENCE TYPE 3 N01ES:: 1. AlL CONCRETE POST BASES SHALL BE CLASS 3000, 10• MINIMUM DIAMETER. 2. ALL POSTS SHAll. BE SPACED AT 10' MAXIMUM INTERVAU. UNLESS 01HERWISE OJREClED BY lHE ENGINEER. J. TOP OR BOITOM 1ENSION WIRES SHAIL BE PLACED YlllHIN lHE UMJTS OF THE FIRST FULL FABRIC 'M:AVE. 4. DETAILS ARE IU.USTRATI\IE AND SHALL NOT LIMIT HARDWARE DES1GN OR POST SELECTION FOR ANY PARTICULAR FENCE TYPE. MEMBER BRACE RAIL & TOP RAIL LINE & BRACE POST ROUND H-COLUMN ROLL FORMED ROUND H-COLUMN I.D . Weight Weight Weight I.D. Weight Weight Pipe Per Foot Size Per Foot Size Per Foot Pipe Per Foot Size Per Foot (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) 1 J.i: 2.27 1.4 X 1% 1.35 1%x 1}.( 1.35 1~ 2.72 1 A, 2.72 FABRIC LOOPS FABRIC LOOPS END, CORNER & PULL POST ·ITT111·· ~ - RAIL & BRACE X 1 sia· X JI y FENCE LINE LINE POST 9/16. 3/4" ROLL FORMED SECTIONS END, CORNER & PULL POST GA1E POST ROLL FORMED ROUND ROLL FORMED ROUND Weight I.D. Weight Weight I.D. Weight Size Per Foot Pipe Per Foot Size Per Foot Pipe Per Foot (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) (Inches) (Pounds) 1%x 1A; 1.85 2 3.65 3~x 3).: 5.14 3},: 9.1 FACE COLORS: BEIGE BACKGROUND W11H 1EAL LETIERS CHAIN UNK FENCE T'IPE FACE: HELVETICA CONDENSED: ll1LE 3"; SUB TI1LE 1 1/2"; TEXT 1" N.T.S. BORDER: OUTER BORDER 1/8" DISTANCE FROM EDGE: 1/4:, ALL TEXT 1 3/4" FROM BORDER N01ES: ALL CONCRETE POST BASES SHALL BE CLASS 3000, 10" MINIMUM DJAMETER. ALL POSTS SHALL BE SPACED AT 10• MAX!MUM INTERVALS UNLESS OlHERWISE DIRECTED BY TfiE BIGINEER. TOP OR BOTTOM TENSlON YIIRES SHALL BE PLACED WllHIN THE LIMITS OF lHE FIRST FULL FABRIC WEAVE. DETAILS ARE IU.USTRATIVE AND SHALL NOT LIMIT HARDWARE DESIGN OR POST SELECTION FOR ANY PARTICULAR FENCE TYPE.. ALL POSTS Length 8'-8" -----~ --POSTS: PRESSURE TREATED 4x4. BEVELED TOPS 1 1/2" HIGHER THAN SIGN FACE 24" MIN. INSTALLATION: SECURED TO CHAIN LINK FENCE IF AVAILABLE. OTHERWISE INSTALL ON TWO 4"x4" PRESSURE TREATED POSTS MOUNTED ATOP GRAVEL BED, INSTALLED IN 24" CONCRE1E FILLED POST HOLES (8" MINIMUM DIA.}. TOP OF SIGN NO HIGHER 1HAN 42" FROM GROUND USE 6 1/2"x3" HOT DIPPED GALVANIZED LAG BOLTS & WASHERS. PLACEMENT: FACE SIGN IN DIRECTION OF PRIMARY VISUAL OR PHYSICAL ACCESS. PLACE AT LEAST 6' FROM PERIME1ER OF Sl1E. DO NOT BLOCK ANY ACCESS ROAD. DO NOT PLACE WITHIN 6' OF STRUClURAL FACILITIES, E.G. MANHOLES, BIRDCAGES, ETC. PERMANENT SURFACE WATER CONTROL POND SIGN 11-•~-6" MIN. ---.- N. T.S. T I 3/4" DIA. SMOOTH BARS W/ ENDS WELDED TO BAR-FRAME 1' MIN. MAY BE REMOVED 6 11 MAX. 1" MIN. DIA. STEEL ROD (STRAP) CLAMPED SECURELY TO PIPE NOTES: ' ' 4" o.c. MAX. BAR SPACING 11 / ~J~;sx 2" x 5" 3/4" DIA. BAR FRAME ·.1 • • .a . • • • ,d • • • •• . ., . . L_'._6" MIN. .. ... "'.. "" ~ CONCRETE FOOTING CONCRETE BLOCK KEYED INTO UNDISTURBED SOIL AS SHOWN _r-c.:·..:.· ....!:..,.·....c.!--'-..r---KEYED INTO UNDISTURBED 1' MIN. ~2 x PIPE~ SOIL AS SHOWN DIA. MIN. SECTION A-A •ii) • .. ; · .. : . ·f,0~0;§8'1-~08i;;o1i<iJ~,P.;;-....._ /Ii~ [,fl; 0 80 0 ' ' "f/..d} CONCRETE BLOCK CONCRETE BLOCK ANCHOR PIPE ANCHOR DETAIL NTS SECTION B-B NOTE: FOR HDPP, PIPE MUST BE FREE TO SLIDE INSIDE A 4" LONG SECTION OF PIPE ONE SIZE DIAMETER LARGER. Bo cP. 0 ft/~ ~ o ocP o Oo 0 ' X Xx I% X<X -~ MIN. ~..d.J "' 0 PIPE BED STRAl" FOOTING ANCHOR 1. CMP OR LCPE PIPE END-SECTION SHOWN; FOR CONCRETE PIPE BEVELED END SECTION. SEE KCRS DRAWING No. 2-001. 2. ALL STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BEITER). PIPE COUPLING 2"x5" ANCHOR STRIPS WELDED TO 3/4" DIA. BAR FRAME 4 PLACES SPACED UNIFORMLY. FASTEN W/ t GALV. OR NON-CORROSIVE BOLTS & NUTS. 3• -5• FOR 18" DIA. 5" -8" FOR 24" DIA.(. 7" -g• FOR 30" DIA. & GREA 1ER 5 DEBRIS BARRIER DETAIL N. T.S. b /2 t; /0"£ Completion Date t(jJtali» pletfon Date ~c<; {o{; provdl Date BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SHO\\N ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH I EXPIRES 9 JAN 2006 I STAM? NOT VAlJO UNLESS SIGNED & DAlED DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING 42" REV. NO. CUENT. .• ... ,, . .. .. ,;: •' · . • i. . . -. • 18" ~ l1 ~· 2t4" .. . . -~ • t... ' . . -.. • • • :ii' • b. • • THIS UNIT CONSISTS OF A PIECE OF 18"x42" CONCRE1E PIPE WllH CUT-OUT TO ACCOMMODA1E ADS PIPE. DAlE YARD DRAIN N.T.S. DESCRIPTION LAKERIOOE DEVELOPMENT, INC. P.O. BOX 146, RENTON, WA., 9805 PHONE Na. ( 425)228-9750 APPROVED PROJECT LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS PROJECT NAME DETAILS AND NOTES I ."_"_"""_"~v==~-+-s-cm __ N_O_TE_D __ --+"-"_~_"_"_0_1_-_4_7_D_E_N_G __ -1~=-~M~-. • H.D.O. APPRO""M.L.D. DAlE 4 27 05 JOB# 01-470 OF !1\Pro.Ject\01-470 LI1IERTY\dw9\0l470ENG,dwg 5111/2004 10.53129 AM PDT 0 t;j: I 5 GENERAL NOTES 1. ALL CONSTRUC1lON SI jALL BE IN ACCORDANCE W11l-l 11-lE KING COUNTY CODE (KCC),KING COUNTY fWAD STANDARDS (KCRS), AND 11-lE KING COUNTY COUNCIL'S C0NDl1l0NS OF PRELIMINARY SUBDIVISION APPROVAL IT SHALL BE THE SOLE RESPONSIBILITY OF Ti IE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN "Ji!ESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDl1l0NAL COST OR LIABILITY TO KING COUNTY. 2. 11-lE DESIGN ELEMENTS WITHIN THESE PLANS HA VE BEEN REVIEWED ACCORDING TO KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DOES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS JS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTTRUC1lDN. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTTRUCTION (e.g., DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTTRICAL, ETC.). 4. BEFORE ANY CONSTTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTTRUC1lON MEETING MUST BE HEUD BETWEEN THE DOES LAND USE INSPEC1lDN . SECTION, THE APPLICANT, AND THE APPLICANT'S CONTTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTTRUCTION IS IN PROGRESS. 6. CONSTTRUCTION NOISE SHALL BE LIMITED IN ACCORDANCE WITH KING COUNTY CODE (SEC1lON 12.B8); NORMALLY, THIS IS 7 A.M. TO 10 P.M. ON WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. 7. IT SHALL BE THE APPLICANT'S/CONTTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTTRUC1lON EASEMENTS NECESSARY BEFORE !NITTA TING OFFSITE WORK WITHIN THE ROAD RIGHT-OF-WAY. 8. FRANCHISED U1lLITIES OR OTHER INSTALLA1lONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEETS ALL REQUIREMENTS OF KCRS CHAPTER 8 IS SUBMITTED TO THE DOES LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTTRUCTION. 9. DATUM SHALL BE NAVD 1988 UNLESS OTHERWISE APPROVED BY DDES. 10. GROUNDWATER SYSTEM CONSTTRUC1lDN SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTTRUCTED IN ACCORDANCE WITH SECTION B1 3.02 OF THE APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TTRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. 12. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY (WSDOT 2-06.3). 13. OPEN CUT1lNG OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE f!ESTORED IN ACCORDANCE WITH KCRS 8.03(8)3. 14. THE CONTTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT 11-lE LIFE, HEAL TH, AND SAFETY OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTTRACTOR. ANY WORK WITHIN THE TTRA VELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TTRAFFJC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TTRAFFIC AFFECTED. SECTION 1-07.23, "TRAFFIC CONTTROL," OF THE WSDOT STANDARD SPECIFICATIONS SHALL APPLY IN ITS EN1lRETY. STRUC1URAL NOTES 1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STTRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE RE\llEW AND APPROVAL BY DDES PRIOR TO CONSTTRUC1lON (KCC 16.04, 16.70, 14,20). 2) ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN COUNTY ROAD RIGHT-OF-WAY SHALL BE CONSTTRUCTED IN ACCORDANCE WITH KCRS DRAWING NUMBERS 5-004, 5-005, 5-006, AND 5-007. ROCKERIES OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE UNIFORM BUIUDING CODE. DRAINAGE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE PRECONSTRUCTION MEETING (KCC 9.04.100.D). 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE- PARED FOUNDA1lON IN ACCORDANCE W11l-l WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TTRENCH BOTTOM. THE TOP OF THE FOUNDATION MA TERI AL. AND ANY REQUIRED PIPE BEDDING TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNY!EUDJNG BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TTREATIMENT /11 OR BETTER INSIDE AND OUTSIDE (KCRS 7.03). 4. ALL DRAINAGE STTRUCTURES. SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STTRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS (KCRS 7.05). 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS DRAWING NUMBERS 2-013, 2-018, 2-019, OR 2-020, AND SHALL INCLUDE THE STAMPING "OUTFALL TO STTREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY" (KCRS 7.05). 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF- WAY SHALL BE OF sumc!ENT LENGTH TO PROVIDE A MINIMUM 3: 1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE (KCRS 7.D3(L). DRAWING NO. 2-001). 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE RE- QUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40-70% PASSING; 2"-4" ROCK/30-40% PASSING; AND 2" MINUS ROCK/10-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS 7.02(6) DRAWING NO. 2-024. 8. DRAINAGE OUTILETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTTRATION BY KING COUNTY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVA1lDN ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOD1lNG DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTILET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTILETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2"x 4" STAKE MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL EXTEND ABOVE SURF ACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C) PIPE MA TERI AL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS 7.04. IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINA1lNG THE LOCA1l0NS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (e.g., POWER. GAS, TELEPHONE. TELEVISION). F) ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAIN- TAINED BY THE LOT HOME OWNER. A PORTION OF NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. KING COUNTY, WASHINGTON . . . .. · .. .~: ·.:.._ ···-·: _. . .,.·. ..... -0 • "j. • •' . ·: . ,:4'""'·: •i." 4 .. -"'"' ........ . .. .. . .,,. . ... --~·"".·.i..· __ ,·" .... -! ?'l -:·ti: . . ""..' a ., ... ., .. -. _ .. -.. · . • • • . ·--. • • di •. • • • • . . •• .d • .., 6'-0" MIN. 2.0' MIN. FOR TRUNCATED DOME SECTION PVMT TEXTURE.@ RADIUS POINT OF SIDEWALK RAMP > AND CURB RETURN r--------- NOTE: 1. RAMPS SHALL BE CONTTRASTING COLORS OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGl!A TED PART OF THE RAMP. 2. CONSTTRUCT RAMPS IN ACOORDANCE WITH FIG 3-007. 3. LANDING SHALL BE MINIMUM 4 x 4'. ------------~ \ z 1 3·~r-r ii ~-===~--' / ~"' .F o---.. -a, ~ ~ "' TEX ~ @ ~ _l 10:1 Ml>. ~ 2• SLOPE MIN. 4" CEMENT CONCRETE SIDEWALK AND RAMP MATCH EXISTING OR PROPOSED SURF ACE J ' 12 GRAVEL SHOULDER SECTION A-A 1. SEE SEC. 3.02 FOR SIDEWALK WIDTHS. 2. SEE SECS. 2.02 AND 2.03 FOR PAVEMENT AND SHOULDER WIDTHS. 3. SHOULDER SHALL BE SURFACED AS REQUIRED BY SEC.S 3.06 AND 4.01, PAVED SHOULDER SLOPE SHALL MATCH CROWN SLOPE OF 0.02 FT./FT. @ SEE FIG. 3-001 FOR CURB AND SIDEWALK JOINTS. 5. RAMP SHALL BE TEXTURED USING TTRUNCATED DOME PATTERN. (SEE CURB RAMP DETAIL THIS SHEET} CEMENT CONCRETE TRANSITION TO ' NOTES: N. T.S. s· -o· VARIES ,~R.O.W. LINE ,'-""Ii-.'-" ~,--st/,.<.,----t// 0.02 Fi'.JFT. CEMENT CONCRETE DRIVEWAY 5" THICK SECTION A -A 1. COMMERCIAL / INDUSTTRIAL DRIVEWAYS WIDER THAN 35• MAY BE APPROVED BY THE ENGINEER CONSIDERING TTRAFFIC SAFETY AND NEEDS OF THE ACTIVITY SERVED. ALL COMMERCIAL/ INDUSTTRIAL DRIVEWAYS SHALL HAVE AN EXPANSION JOINT LOCATED MID-WIDTH. SEE SEC. 3.04. 2. SEE SEC1l0N 3.01 KCRS. 3. SEE SECTION 4.01 FOR SURFACING REQUIREMENTS. GRAVEL SHOULDER SLOPE 0.02 FT./FT. CROSSWALK MARKINGS OR CROSSWALK LOCATION CURB RAMP WITHIN RADIUS w z ::; N.T.S. 3 1/2" CEMENT CONCRETE SIDEWALK ____ 1' ----::.J--_;_...,,..-..,,--,--/,--=~=0=.0;=2:::FT::'::(:./~FT. -· "A, · 4 • .. : , . ·4 . -· •• '!' '-1. • .. -•• r . ' -~~~---:_;·~_:-·· .. -~ ."'--:.,'.:'_· .. :4:·, ... ~-_-.. _·-.·4· .... · .. ·. __ __,__ $ :.· _> .. ·. --~ : .. -: ~--_· .. _,.__ .. -f b 4 . . ' ~· ~' • . . : i. . ' ,.~ ·'. .. ': . ';,;,; . ~ :!'J:i::ta~. -' iol ..;I ' ROLLED CURB CEMENT CONCRETE ROLLED CURB & GUTTER ' '-.. N. T.S. 4' TTRANSITION SECTION FLOW LINE {BACK OF CURB ,....-- VERTICAL CURB FRONT OF CURB 7 iol t ROLLED TO VERTICAL CURB TRANSITION N.T.S. NOTES: RAMP AND APPROACHES SHALL HAVE MINIMUM 32 IN. CLEARANCE FROM OBSTACLES INCL. HYDRANTS, POLES, AND INLETS. RAMP SHALL BE TEXTURED USING TTRUNCATED DOME PATTERN, (SEE DETAIL BELOW.) 3. RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE COUNTY ROAD ENGINEER. 4. RAMPS SHALL BE CONSTTRUCTED AT CORRESPONDING SIDEWALK LOCATIONS ON OPPOSITE SIDE OF STREET WHEN RAMPS ARE CONSTRUCTED ON ONE SIDE OF STEEET. SEE FIG. 3-006. 5. 6. LANDING SHALL BE MINIMUM 4 x 4'. REFER TO FIG. 3-008 RAMPS SHALL BE CONTTRASTING COLORS OF LIGHT TO DARK OR DARK TO LIGHT AND COLORING MUST BE AN INTEGRATED PART OF THE RAMP. 2.35" ' ~ -' ' ~ ~-:-y ' , ' SQUARE PATTERN DIAGONAL ALIGNMENT "' > <( "' t-... 0 z 0 F u w "' 0 -+- I I I +-+--m-~ ~ 0.9" SQUARE PATTERN PARALLEL ALIGNMENT FLUSH -' w > <( I= ... 0 z 0 F u "' "' 0 PLAN TRUNCATED DOMES CURB RAMP (VERTICAL CURB) N.T.S. 32" FRONT 30" REAR I , 1 8.5" TOP • I • • • 0 • ·= • • f-o:c \_ GRADE BREAK & %" EXPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION VERTICAL CURB 1~-----10' -----~~1 L-___.1----6' -----1 4' MIN. 12: 1 I I \_ ~ GRADE BREAK & %" EXPANSION JOINT 4" THICK CEMENT CONCRETE SIDEWALK SECTION ROLLED CURB TTRIANGULAR PATTERN --J 2.35' J- J 0.9-~ TTRUNCATED DOME SECTIONS ROLLED CURB & GUTTER TRACT & DRIVEWAY ENTRANCES • 0 • 0 z <( 0 w o:c o:c N. T.S. -0.05 l'T./FT. 2 ~[ 1~-1-·-6-" _J *NOTE: TOP OF LIP AT DRIVEWAYS. CEMENT CONCRETE CURB AS?HAL T CONCRETE CLASS B (3'"\ MIN.) REPLACEMENT PATCH TO BE 1• lHICKER TI--IAN PR8i10USLY EXISTED. EXIST. ASPHALT CONCRETE ........................ ....................... . --................... . . . . . . . . . . . . . . . . . . . . . . . . 000 0 00 6 1/2• MIN. COMPACTED CRUSH O O 0 0o O O O SURFACING TOP COURSE o o o O o o O o 0 0 0 O O O ~ 0 o8°o COMPACTED CRUSH o o O o ROCK BACKFILL o o oO o o o 0 0 0 0 O VARIES CEMENT CONCRETE SIDEWALK & GUTTER NOTES! 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACl<FlLllD EAai DAY, UNLESS PERMlsstON IS GRANTED TO DO OTHERWISE BY TI--IE COUNlY ENGINEER AND lRAFFlC ENGINEER. 2. ALL JOINTS BETWEEN TI-IE NEW &: EXIST. ASPHALT PAVEMENT SHALL BE PAINTED WllH HOT ASPHALT OR ASPHALT EMULSION. 3. AU. TEMPORARY PATCHES ON lRENCHES SHALL BE PERMANEN.TL Y PATCHED WlllllN TWO (2) WEB<S OF COMPLETION Of WORK WllHIN lHE ROADWAY AREA. PAVEMENT PATCHING DETAIL N. T.S. 20· t-18' w z w z "' "' z ::; ::; "' t-> ;: C) <( <( a. g I= ... ... 0 0.3' 2" CLASS B ASPHALT CONCRETE 1/2" CRUSHED SURFACING TOP COURSE 2 1/2" CRUSHED SURFACING BASE COURSE ADDITTONAL TTREATMENT MAY BE REQUIRED DEPENDING ON SOIL CONDITTONS. SEE SEC. 4.02 & 4.03 t-z "' "' ~ <( "' a. z ::; ... 0 t- 0 w <( (!) "' 0 I- "''):,\ -·-v· JOINT USE DRIVEWAY TYPICAL SECTION TRACTS "E & F" & ASPHALT PORTION OF POND ACCESS ROAD LIBERTY GROVE CONTIGUOUS (SLOPE DIRECTION VARIES. SEE PLAN) N.T.S. Kl~ D.D.E.S. Revi E¥2~ Date S H. 'SANDERS. P.E. DEVELOPMENT ENGINEER Comments: Completion Date ~~~rf; pral Date BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTI L IT I ES SHOI\N ARE FROM THE BEST AVAILABLE INFORMATION ANO NO GUARANTEE IS MADE AS TO THE EXACT SIZE, TYPE, LOCATION OR DEPTH u. • • • • io st- • • • • \ I = ;= ~ ' JI L FRONT SECTION = " st- \17.5" I BOTTOM • ~ 2' -6., SIDEWALK MAILBOX CLUSTER ---LJ 'b I in. 2' -o" 10'-0" \ERTICAL CURB NOTES: CLUSTER BOX UNIT DETAIL PLAN VIEW 1. MAILBOX CLUSTERS ARE DESIGNED TO SERVE B, 12. OR 16 UNITS. 18" 2. CONTACT POSTMASTER PRIOR TO INSTALLATION. SIDE SECTION I EXPIRES 9 JAN 2006 I STAMP NOT YAW) UNLESS SIGNED 4: DAT&> MAILBOX MOUNTING CURB TYPE LOCATION N.T.S. DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN. WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING REV. NO. CLIENT PROJECT OATE LUA-oe-21 DESCRIPTION LAKERIDGE DEVELOPMENT, INC. P.O. BOX 146. RENTON. WA., 98057 PHONE No. (425)228-9750 PLAT OF APPROVED LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS DETAILS AND NOTES II DRAWN BY SCALE NOTED DRAV,NG01-470ENG 15 1--:;:=-;:,;!-'H~.D~.~O~.-+-::-=-....:..:..:....c::.:...._-1~~.:..:..___:_:...::..:::.:.::___:__~~=-"~--I APPRD"'\1.L.D. OATE 4 27 05 JOB# 01-470 OF I•\Pro.Jec:ts\01-470 LIBERTY\dwg\01470ENG.dwg 5/5/2005 11157104 AM PST :, ' :::t I -:, --------------------------------------------------------------------------'""""·--·.,··-------------------------------------------,,.----·-------------------A PORTION OF NE 1/ 4, SE 1/ 4 AND SW 1/ 4, NE 1/ 4, SEC. 14, T -23N, R-5E, W.M. ~ 197.5 LF 12"~@ 2.28% I.E.=495.21 I <n <n <n <n II II II II II II II I i I I I I I ------- ,----1 I I I I I I L_ I r I SFR / I I L___ _J --,__ _ I 1.E.=492.33 --------- V V v~ _v --------,.--~":::: :::::=r:::::~s~--~J·~-~1~3 ~tb.~-i+ s~T.~~:::::-_:::._-_ --- I I -I- I I -----I I ~ --- I I -- lfll I I~ ) _/ I / I I I ~ l L RESRICTIONS FOR SENSITIVE AREA TRACTS & SENSITIVE AREA BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWINERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY. TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN ll-lE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED Wlll-lOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE ~GGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TIRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR ~GGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. ~----------------~ ~·-_----~-----·----===.c~ -~-~-------- KING COUNTY, WASHINGTON ------ I.E.=495.69 , .. NOTES: 1. THE DEVELOPER MUST OBTAIN FINAL APPROVAL FROM THE KING COUNTY HEALTH DEPARTMENT FOR ABANDOMENT OF EXISTING SEPTIC SYSTEMS ON-SITE SERVING ON AND OFF-SITE HOMES. 2. SEDIMENT POND WITHIN LIBERTY GROVE MAY BE REMOVED ONLY AFTER SEDIMENT POND IN LIBERTY GROVE CONTIGUOUS & CONVEYANCE FACILITIES TO POND HAVE BEEN CONSlRUCTED. BURIED UTILITIES IN AREA CALL BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITIES SH171\N ARE FROM THE BEST AVAILABLE INFORMATION AND NO GUARANTEE IS MADE AS TO THE EXACT SIZE. TYPE. LOCATION OR DEPTH I ,---, I I I I I I I I I I I SFR I 2 I I ----I I I ---- I I r I I I 10020 I I I I I L ___ __J -----.p,"_J </ "j, ""vi I 1.E.=493.64 EX. CB ·1 I RIM=496.02 I.E.=491.62-S 1.E.=491. 72-N 0010 I 1.E.=491. 72-E 8.5 LF 12" EX. CPEP I @ 24.24% I.E.=493.44 I --_j I I I I 15 I 14 0150 I 0140 I I ---- . "-. --' . "' . . . . o:5 ..... ··. N I I 1.E.=491.89 8.7 LF 12" EX. CPEP @ 10.00% RIM=494.01 ------1 -- I.E.=491 .if--§. I.E.=491/31-N '-, I.E.=49} .36-E '-, I APPROXtLOCATION / 3 EX. 8" A TERMAIN / ,_ 0180 I ; ', l. SFR 1 ' I ', I 4 0190 ', I ' -----1 ~ --- DALEY-MORROW-POBLE IE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING I EXPIRES 9 JAN 2006 I SfAIIP NOT VAUD IJNlESS SIGNED & DAlED 5 0200 0 10 20 40 ··-... - SCALE 1" = 40' LEGEND: ., EXISTING WATER VALVE • EXISTING WATER METER )'.) EXISTING FIRE HYDRANT 9 EXISTING UTILITY POLE C EXISTING MAIL BOX g EXISTING SIGN -< END OF CUL VERT 11D EXISTING CATCH BASIN 0 EXISTING BOLLARD SFR <---EXISTING UTILITY POLE ANCHOR REV. NO. CLIENT PROJECT ,l:t-Q --o- --0-- -. -x-- EXISTING STREET LIGHT EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE EXISTING BARB WIRE FENCE · -----------EXISTING BUILDING LINE (LOCATION APPROXIMATE) ----1.: : ·.>.:I EXISTING PAVEMENT SFR EXISTING SINGLE FAMILY RESIDENTIAL DA 1E DESCRIPTION LAKERIDGE DEVELOPMEIIIT, INC. P.O. BOX 146, RENTON, WA., 98057 PHONE No. (425) 228-975 PLAT OF APPROVED LIBERTY GROVE AND LIBERTY GROVE CONTIGUOUS LIBERTY GROVE GRADING AND T.E.S.C. PLAN .. 0_··-~---'BY'-""=--1-·_0m __ 1'_'=_4_o_· __ ~"-"'-~-·-~_1_4_70_E_N_G ___ ~~m_1=6'--~ H.D.O. APPRO""M.LD. DATE 4/27 05 JOBI 01-470 OF !1\ProJects\01-470 UBERTY\clwA\01470ENG.dwR 5/4/2005 10138'52 AM PST ' LIBERTY GROVE CONTIGUOUS A PORTION OF VOL./PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. portion of Tracts 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington Being a replat of a LEGAL DESCRIPTION TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEER SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER WITH LOT "A", KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, RECORDED UNDER RECORDING NUMBER 20061102900002. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE WITH THE DESIRES OF SAID OWNERS. UR HANDS AND SEALS: U.S. BANK N.A. BY: -r"£..~: '1). 5 ~t> ~~s-rtzl> ,L,\_...- ACKNOWLEDGMENTS STA TE 01· WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _____ vYM.,_t!'8Y.t:l_l;__J_Q~~~-!!_8_,L ___ _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ PRESIDENT __ OF _ LAKERIDGE DEVELOPMEN1,_ Inc. __ TO BE THE~FREe-AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. . DA TED __ ~~---::1--,L-_::}_o__z______ v ~ 0 ~ ,,,,\~~G 11U/11 ,-,.i (SIGNATURE)/ /. -(}------4-----------"° ~~ ........ -1~ ", v ~ . Ii~ ~:;.;s10N ~;;;;,,. o \ -T1-TL_E ___ ,_ o v l/ _____________________ .· -- :-;r$-~~\ ·~, 1-~ m\~s~i~ sT}~! MY APP01~;~~~J ______ q_~_/_~!t} ~f_q ___ _ ~;;.;.\~ lJ,,:.::· ,Ill '"Y l l"l't. "'~ ~ '>,: • .001141'1.0\'~/ -~ ,.:: ,,,; ('i,--,,0 ............ ':<'''-,~ ,,,, f:: w ;,.s .,,,,~ 11 11111111\\\ STATE OF WASHINGTON COUNTY OF KING _..-.-• j"') s I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _]_e.~--..l.L.--~£/l.5__"[j!_D__ti_~_ SIGNED THIS INSTRUMENT, ON OAT.Ji STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE v~e,,xg..~ __ OF _______ U.S. BANK N.A. ____________ TO BE THE FREE ANDiVOLUNTARY ACT OF SUCH PARTY FOR THE USES ND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_j 'Jl;.)_{)_1_~:~;..;~:-----_ &;tti__d _ -----------------·------ .. -... ;~.-~,t.*~~\. ( l~/,E) /1 'h~ (sEA(t~~~~~~\ ~i~e-:OlTM~~:-,_ 1 7 -11-;------------------- .•• -: $ EXPIRES -~J:.._L{ ___________________ _ ; , ·, ... fr-~= . ~ . ; . . . ' : -;~~~~-:1'7 ';, t:: • ···~';\\\''' ~\~- •111 0,""w{>..5.._,,"" 111'"'""'' '20~2. KING COUNTY COUNCIL EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . ATTEST·--------------------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDING CERTIFICATE RECORDING No.---------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF --------------------, 2007, AT -----MINUTES PAST _________ .M. AND RECORDED IN VOLUME --------OF PLATS, PAGES ____________ , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND_!:;J..,.E:l;;TIONS MANAGER SUPERINTENDENT OF RECORDS KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. THIS -------DAY OF --------------------------, 20 ____ . MANAGER, KING COUNTY FINANCE DIVISION DEPUTY NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006 AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF, DATED DECEMBER 14, 2006 AND JANUARY 18, 2007, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. C. TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. D. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, REC. No. 20061102900002. E. DECLARATION OF COVENANTS AND ANNEXATION AGREEMENT, REC. No. 20061204000527. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4. REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT BOUNDARY LINES ABUTTING STREETS HAVE BEEN REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5. THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. 6. TRACT "A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" IS-DESIGNATED· AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE ·FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "A", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE . EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. 7. TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 8. TRACT "c", A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS OF THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "c" IS DESIGN A TED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "c". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT "c", OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES. THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. A FIFTEEN FOOT ACCESS EASEMENT OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C". ALSO SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. 9. TRACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 10. TRACT "E'' IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 11. THE KING COUNTY DRAINAGE EASEMENTS SHOWN AS E2'7?l ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. SAID EASEMENT IS COINCIDENT WITH THE PRIVATE DRAINAGE EASEMENT ON LOTS 28 THROUGH 30 AND WITHIN THE PRIVATE ACCESS EASEMENT ON THE WEST FIFTEEN FEET OF LOT 31 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, AS SHOWN HEREON, ALSO KNOWN AS LOTS "A", "B" AND "c" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 9501201073, THEIR SUCCESSORS AND ASSIGNS. 13. THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. 14. THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16. THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 17. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. 18. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19: THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. 20. THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND ENERGY, ITS SUCCESSORS AND ASSIGNS. LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M .• THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS HAVE BEEN SET AND THE LOT AND BLOCK CORNERS HAVE BEEN STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. M RROW P.L.S., CERTIFICATE No. 22962 DALEY-MO ROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (253) 333-2200 (FAX) 333-2206 SEE SHEETS 2 AND 3 OF 3 FOR ADDITIONAL NOTES DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING D.D.E.S. FILE No. L03P0005 SHEET 1 OF 3 01477CONFP 18 JAN '07 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PQ NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington ' IU) ,o 1i I CO 1.: . -,~ ' N Jg ,z 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 200 Ill GRAPHIC SCALE 0 100 200 -II I I ( IN FEET ) 1 inch "' 200 ft. MERIDIAN= WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E N8758'50"W 323.02' 400 I ----@TACK IN CONC., IN CASE -., I (VISITED MAY '06) 9 I I I ' I ' I ' I w~j 00 C() I ~~! <Ct:J ~-N, o~I coo, ,....~I I I i I I I I I I I I ' I TRACT 'A' N8748'19'W 255.56' N8705'39"W 182.93' ('() 3 If) w er u <( Wm >"'- -I{) LL c--- 'x'. _j er o <( > Q er <( 0 w u LINE TABLE LINE DIRECTION LENGTH L1 N00'25'21'E 129.05' L2 N8758'50'W 70.03' L3 N00'25'21'E 29.01' LEGEND 10 11 12 13 14 15 16 (P) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 (M) MEASURED (C) CALCULATED I I I I ' I ' I I I I I I I I I I I I I I I I ':st-<DW ci 00 n <D • NW ;:LI~ Flo nz rs C'I oco ~,.... ~ I BRASS PIN IN CONC., I I IN 2" IRON PIPE, IN CASE , "X" IN BRASS DISK (VISITED MAY '06) I IN CONC., IN CASE 14 1309 11' , (VISITED MAY '06) J:;:():::J,I~--·-----654.26 : 654 26' ~4 13 23 N88'37'40' W _________________ __.__ ____ . __ L N88'37' 40"W 1308.52'(M) 1338.40'(P) --,/,23 24 K.C.S.C. PT. NO. 3764 SE 144TH ST PUNCH IN 1/4" BRASS ROD • IN CONC., IN CASE (VISITED MAY '06) N=a175534.554 E=a1319199.109 HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO 16099 FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. MmGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES SCHOOL FEES FOR LOTS 2 THROUGH 35: FIFTY PERCENT OF THE SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, $3,068.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SCHOOL FEES FOR LOTS 1 AND 36: TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 1 AND 36 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, $6,136.00 PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C. CODE 21A.43.070.A2. ROOF DOWNSPOlJTS: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "8", "C", "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS: AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNA,IONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLb-TO THEIR ORIGINAL CONDITION BY THE ENTITY /UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDrnGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT AND COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES. Si.JCH AS· CLEARING .(I.ND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF' PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PAIVA TE DRAINAGE EASEMENTS: 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 AND 6, THEIR SUCCESSORS AND ASSIGNS. 3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS. 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "c", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 23, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. 9. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSfTIVE AREA TRACTS AND SENSmVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT /SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEETS 1 AND 3 OF 3 FOR ADDITIONAL NOTES REFERENCES TRANSFER OF DEVELOPMENT RIGHTS DALEY-MORROW-POBLETE, INC. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006, AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF DATED DECEMBER 14, 2006, AND JANUARY 18, 2007. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03P0005 THIS PLAT HAS PARTICIPATED IN KING COUNTY'S "TRANSFER OF DEVELOPMENT RIGHTS (TOR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 5 TRANSFER OF DENSITY CREDITS. PARKING RESTRICTION: NO PARKING IS ALLOWED AT ANY TIME ALONG ONE SIDE OF SE 137TH TERRACE AND 161ST PL. SE, AS DESIGNATED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE PURPOSE OF THIS RESTRICTION IS TO PROVIDE ADEQUATE ROAD WIDTH FOR THE ACCESS OF .£'/llE~GeNCY VEHICl.tS. SHEET 2 OF 3 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 18 JAN '07 LUA-08--121 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PQ NE 1/4, SE 1/4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2, Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) GRAPHIC SCALE 50 0 25 50 • • 11 1 ' ( IN FEET ) 1 inch = 50 ft. 0 I I 30· I l I I I 1; I I I I 100 I LEGEND 0 KING COUNTY STANDARD MONUMENT BSBL BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH FLOOR NOTE RIGHT wa ~J:~ KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS HAVE BEEN SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.S. FILE No. L03P0005 5' DRAINAGE EASEMENT REC. No. 9802241785 36 N89'34'39"W 110.00' TRACT "B" STORM DRAINAGE SEE NOTE 7 SHEET 1 OF 3 503.07' SE 136TH st DEDICATED TO THE PUBLIC USE FOR ROAD PURPOSES UPON THE -------_t:@Z'2.8~ 2_53. {3• RECORDING OF THIS PLAT ----------,--a-- N89'36'21"W 100.00' 14 N89'36'21 "W 100.00' 15 ~ 0 ~ 0 w ~ • I{) I 0 0 ~ I{) PARK FIVE ACRE TRACTS CEDAR VOL. 1 5/91 ~ 3 LOT "B" KCBLA L06L0087 REC. No. 20061102900002 VERTICAL DA TUM: CITY OF RENTON NAVD 88 BENCHMARK: CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK= TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 23"07'31" 51.00' 20.58' C2 80'59'27" 25.00' 35.34' ANISH FLOOR NOTE RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON. UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. UNETABLE LINE DIRECTION LENGTH L1 N00'23' 39"E 22.35' L2 N63'06' 48"W 59.68' L3 N63'06' 48"W 73.14' L4 N69'00'00"E 64.52' L5 N00'23' 39"E 21.48' L6 N87'58'50"W 20.01' DETAIL 'A' SCALE: 1 "=20' SEE SHEETS 1 AND 2 OF 3 FOR ADDITIONAL NOTES SHEET 3 OF 3 ~~~~~ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 18 JAN '07 LUA-08-f~( ---------·------------------~ /!E J) -S- 1-c.~,.._al VOL/PG .. ,vb,IBE:AlY GROVE . CONTIGUOUS ~· A PORTION OF NE 1/ 4, SE 1/ 4, Sec ... Jfl; Twp. 23 N., Age. 5 E., W.M. Being a replat of a portion of Tracts 1 and/2·~:·s1ock 3, CEDAR PARK FIVE ACRE TRACTS,.Vol. 15/91 King County, Washington . -.-,;,;:L,: .. :; . ·.• . , ,_ .. ,.;,/·· LEGAL DESCRIPTION TRACT \ BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF QF;ieGA.Ts: PAGE 91, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; f\NO'EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET A~il"§R, !)ING COUNTY ENGINEER SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; 'TOGETHER WITH LOT "A", KING COUNTY BOUNDARY LINE ADJUSTMENT No. L06L0087, RECORDED UNDER RECORDING NlJ~ElER&'2oo61102900002. ,DEDICATION\•·: KNbW:ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SL,l~[llVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, A,N,Q)Q_Q.cJ:iEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEBEON. AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR ,pCJl3Q(¢ :HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE .LQTS.,'.Sl-lQWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER QEDIQAJE"TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC -:.e:~BE.',Q.sts AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE sUNLESS 0SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED 'tq~£E:'.°PERS0N OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTs,,.OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. ·c,:r~::rr;r/:"-,." '. "/.'. ' > )fUE{THrn; THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ,;,A·ssfGNS,AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINS}iKING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, c:'oF,fsiJ~liCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAJty!S, RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. fl/RJl;i_E:Rl,JHE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS:.TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCCUo'1f,fG ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAY,~{E;Q}ElY, ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER F!,.Q'«S\NITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUE:1QJYIS1QN. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS ·SLJ.QCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN)f,':;,RtFROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE WITH THE DESIRES OF SAID OWNERS. UR HANDS AND SEALS: U.S. BANK N.A. BY: 1""t-~ : 'J). 5 ~ t> ~~SI ,Z. b J..4-..- ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ WM._WAYNE JONE~ JR.,... ___ _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ PRESIDENT __ OF _ LAKERIDGE DEVELOPMEN1._ Inc. __ TO BE Jc:IE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PUR[3Q§ES MENTIONED IN THE INSTRUMENT. ~ ,.,;L" DA TED __ J~~---~tialll~~-c:_z______ --------~'1--±t--'-l_~----------- ,:.''t~\~~ .. ~,'J~'~,. (SIGNATURE) '\"\t, ~~ /_i'o10N ~.t~ •• Q ·-. ______ _1~':!_f!.r•'{ ________________________ _ ;:, ·~ «-\ :;, TITLE :Z;i % { s~~ ',1%) MY APPOrx~iti --~~ __ q_fL{'ti~t~-~ ~"'Y;,.,--.... Oe;1412.ll".,'".··· -~ ,,;;-,,. ~0··••99••· ':(\~-,, ,,,, 'F: WA.'5 ,,;,~· 11 ,1111111\\\· STA TE OF WASHINGTON COUNTY OF KING s I CERTIFY THAT I KNOW.OR HAVE SATISFACTORY EVIDENCE THAT -:Jg~ __ n __ LED-U£_"[_f,_Q.t:i_ __ SIGNED THIS INSTRUMENT, ON. OA}! STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE t~e: ~~---OF _______ 1,,J_~_,_J3_l\_N!:5 _ _t:!,__A_,_ ____________ TO BE THE FREE AND'1.VOLUNTARY ACT OF SUCH PARl;r FO'.R THE USES NO PURPOSES MENTIONED IN THE INSTRUMENT. DA TEO _J 'J:b.)JJ.2_-....:~. ~;~------, _ \ ·. __ ·tJ.·fr/JJ····@_.-.. r_g~~------------------. . <*~,~~ ( l~/,E) ft;f;;~- (si;lt~~~~~, ~~L~PPOil; '1)_[7~/~ ------------------- . ·-• -~ ~ EXPIRES -, C/ r :: -------------------------- APPROVALS ·, •' . .. ./.~,..~: . . . . ·;~~~-~-:t-;: ·,,. •t-; ·:~:\\H'\;tt\~ ''it 0,-wf',.S -:,,.."""' 111,"""''' DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS _______ DAY OF ------------, .. ____________________ _ DEVELOPMENT ENGINEER ,' , 20 ____ . EXAMINED AND APPROVED THIS _______ DAY OF --------------------------, 20 ____ . _____ , .. ,·:"./;:...' --------------------------- DIVISl,QN DIRECTOR, LAND USE SERVICES DIVISION K1~1b' CouNTY couNCIL EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . _______ .-_,_._ -------------------------ATTEST·--------------------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING -COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND. APPROVED THIS _______ DAY OF --------------------------, 20 ____ . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDING CERTIFICATE .. --~~~~~~~~~ REC;pRDING No.---------------------------------------- Fl LED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF -------------------~ , 2007, AT _____ MINUTES PAST _________ .M. AND RECORDED IN VOLUME --------,-,-OF PL·ATS, PAGES ------------• RECORDS OF KING COUNTY, WASHINGTON. DIVISLON OF .. RECORDS AND_ELECTIONS MANAGER --------------------------SUPERINTENDENT OF RECORDS -------- D.P.E~S. FILE No. L03P0005 ,.,-~_:::1_-;; -,:.;;-.-... ,.. ·--__ :_ . . ... -. KING COUNTY FINANCE;DMSION CERTIFICATE I HEREBY CERTIFY THAf ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERJ!FIED 1;0 THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS' OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. ,J." THIS _____ .:/£__ DAY OF --------------------------, 20 ____ . r~ £i ·:\I -- MANAGER-, KING COUNTY FINANCE DIVISION ),? ---,·::: ' :··--------------------------- DEPUTY." ,(:' NOTES ' 1. . CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006 AND SUPPLEMENTAL REPORTS #1 AND #2 THEREOF, DATED DECEMBER 14, 2006 AND JANUARY 18, 2007, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFIC,ATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 9410250673. B. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No, 8003200605. C. TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. D. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY BOUNDARY LINE ADJUSTMENT No. L,06L0087, REC. No. 20061102900002. E. DEC.LARATION OF COVENANTS AND ANNEXATION AGREEMENT, REC. No. 20061204000527. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. :3<•:DrTRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT{CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS . . 4,•\:l!'tE~AR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS )A.~~KE:P "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND 'JE~QT:BOUNDARY LINES ABUTTING STREETS HAVE BEEN REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED './p • t-:J.C, .#22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. . tJ.Et!;I.OMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. :tfftlb. TICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. 'ff;. -JRhfJ,;~\t'.'. IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND 1$,1 jj_l;;.RE:J;!,)j DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION ,,§~l).:iE.;JjE:i\',RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" JS:Q..~§19,Nf.lJED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE ;JQ~,:'A,,l;!'EQlJAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED ON.ffl,.Et;TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE ASSESSM,_ENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT ::i}A''.?O[PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE 'lEo9:ei,cx:..,:RE:SPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. ;i;W], l;!~/,\~:HJ(E(, A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS A SSl9NS-•. 'i§. ,RACT '1c", A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS ''HOMEO}f£NERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS ,.QF.Jl;IE:fl,J.SES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, '.·•lRA.QJ;§;f<:;,'.i IS DESIGN A TED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING ·Rs,$,i;>,Q(:J.§1!3.~E FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE'RE;fL.E.9TED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL Ol;HER FEE ASSESSMENTS APPURTENANT TO TRACT "c". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN 'TRAQJ';./Q';; OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL !3sJrnCJM.LY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. A FIFTEEN FOOT ACCESS E~,SEMJ;N,T., OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY '.QBQYl;l(y,QNTIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C''. ALSO SEE 'R~?JRI.C;TIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. ;.~,1,,fff~ACT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR ,~J,l;lJJ;~l;N.EFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL ,;A.NQ,'.,),l~QJVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE ,;;.QL.~l\lQ;''.JRAGJ. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. 1,0,:'tl:RAQJ ;'jE'' IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE!:!3Et'jl::FIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL ,ANQ,UNDlVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE Qf'},AtptJfACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3 . )Jc_.;;,:flil:.;~!$JNG COUNTY DRAINAGE EASEMENTS SHOWN AS [//7) ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED TO,J9(:tG.QOUNTY, ITS SUCCESSORS AND ASSIGNS. SAID EASEMENT IS COINCIDENT WITH THE PRIVATE DRAINAGE EASEMENT ON ~OJ2;;2!L;,JHROUGH 30 AND WITHIN THE PRIVATE ACCESS EASEMENT ON THE WEST FIFTEEN FEET OF LOT 31 12,''.;:,;J_tJE}PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED -iJ<?c.J:!;Ll;f;iQWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, AS SHOWN HER . .;;E-:"=-::':-:--:-:'"':~~-... -KNQ'NN}AS LOTS "A", "8" AND "C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING N 9501201073, THEIRi,.SUCCESSORS AND ASSIGNS. \( ,1}~t{THI:: TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE 6 QIT.'(,'.Qf_ RENTON, ITS SUCCESSORS AND ASSIGNS. · J4)};tTH{i TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED -liI9l!J:JE;{QWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. '''i;l!:i:-1l[\(t:iE,:FIF.TEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED ANO CONVEYED TO KINGcC.0.UNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. J,6..}fff:li:'.-~PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS ,QR,'(Il;!EfHQMEOWNERS ASSOCIATION. 17,(~d:;JHE,:'ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, l:'L~,N.~,Nq,iP-4087 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY DEY/t,JIQN FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. 18.,/t·'.hLl,.i,. INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19.·,.,THEc,STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS . UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. : 20 .. /JHE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND "ENEJ~QY, -ITS SUCCESSORS AND ASSIGNS. LANo·· SURVEYOR'S CERTIFICATE I H(RE;!3Y CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION Of ,SE;CTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS HAVE BEEN SET AND THE LOT AND BLOCK CORNERS HAVE BEEN STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REF~VATIONS. '\_, ....... PAUL E. M RROW P.L .. , CERTIFICATE No. DALEY-MO ROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (253) 333-2200 (FAX) 333-2206 22962 ENGINEERING -SURVEYING ,, LAND PLANNING 18 JAN '07 LUA-0 8'-(2.I fED--S /-ZS--07 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. J4, Twp. 23 N., Rge. 5 E., W.M. portion of Tracts 1 and 2: Block 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington Being a replat of a 11 K.C.S.C. PT.:iNO. 3744 "BROKEN,.,/3" BRASS DISK T31N CONG;;;@ SURFACE 1 (VISITE[fMAY '06) ):, N=180828. 789 I~ E=1319243. 764 I ' ,~ IN I w PUNCH IN 1-1/2" ,..... • BRASS DISK (/),...._,co IN CASE ~:?,~ (VISITED MAY '06) ~ "? '1 b PIN IN LEAD w s:t-o IN 1" IRON PIPE 200 Ill GRAPHIC SCALE 0 100 200 -11 1 ,, ( IN FEET ) 1 inch = 200 ft. ... MERIDIAN= WASHINGTON STATE PLANE NORTH ZONE HPGN;,§3/91, PER K.C.S.C. BASIS OF BEA.RINGS= THE NORTH/SOUTH.CENTER LINE OF SECTION SEC.J4, T-23N, R-5E, W.M. BEA[~ING N00'29'00"E OJ gJ I z IN CASE ~ l{) N87'55'20"W (VISITED MAY '06)· ~ ·'3V"H ST. 1 N8758'50'W 323.02' 400 I ~ ---:-~ ~1306-.8~.· -~:.--~-ffi~~~*l%;p~3.:~. ;~1 · · i L3 ----<§)TACK IN CONC., IN CASE --~ I (VISITED MAY '06) O, }',I ~ I 0:-' ON, 0,. ~, r,i s:1- 0 Ol, ~~, ' I I I i I ·,' i i i I , I I , I l ! j I I I I ! I I 1 I I I i i i i i II w.(2.j ~~ Cl)co, ,o ·~, ,~ ~. ~,· ,; . ,-~£1' I~ $?ozbl, I f'I IQ I !z 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 i I :; TRACT 'A' [2 9 I I N8748'19'W 255.56' N8705'391W 182.93' 10 11 12 13 14 15 i-------l3 r-----"'------1 LINE L1 L2 L3 Ll) er <( 0 w 0 w er 0 <( LINE TABLE DIRECTION LENGTH N00'25'21'E 129.05' N8758'50"W 70.03' N00'25'21"E . 29.01' LEGEND (P) (M) (C) CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 MEASURED CALCULATED j i i i I i i i i I I i I I I ' I I I I I i I 1~ ' ,cq~ lg ,:~.·· ,r: ,_ 1~0 .~~ IQ«:) o..-1z-,., 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 BRASS PIN IN CONC.. I , X. I IN 2" .. 1RON PIPE, IN c·.ASE , "x.··.· ... ·.···IN .BRASS DISK I , (VISITED MAY '06) I IN CONC., IN ~ASE 14 130911' . , , (VISITED MAY 06) [;:;CK)(~--·--Q 654.26 I 654 2'6' ffi13 23 N88'37'40"W • ----------·-----------...L.----·--i ;A·~ N88'37'40"W 1308.52'(M) 1338.40'(P) ---V:23 24 K.C.S.C. PT. NO. 3764 SE 144TH ST PUNCH IN 1/4"1 BRASS ROD • IN CONC., .IN CASE (vtsm:D MAY '06) N=175534.554 E=1319199.109 HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES 'SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO 16099 FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WITH KING COUNTY CODE 16.08. MITIGATION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14. 75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES SCHOOL FEES FOR LOTS ?_iTr:IRQ~Gf:l 35: . FIFTY PERCENT OF THE SCHOOL IMPACT FEES WERE PAID AT THE TIME.OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, $3,068.QQ .PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMif'ISSlfANCE.,.._, 1 f'-.. 1) {{ 2.CX'.J 7 SCHOOL FEES FOR LOTS 1 AND 36: V TWO RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR LOTS 1 AND 36 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOTS SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT. FEE. IF THE ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOTS OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE, $6/p!fOO/.PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. SEE K.C. CODE 21A.43.070.A2. ROOF.DOWNSPOUTS: Al..1...BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE: PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL ·coNNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT ANO SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "8", "C", "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS: AN EASEMENT IS .HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWE_St COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER DISTRICT #90/AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL 'NITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE ;.ENTITY /UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNlY DRAINAGE EASEMENT AND COVENANT ALL' DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN °AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A ROLITICAL SUBDIVISION OF THE STATE OF WASHINGTON,·;FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM ANt:>'·suRFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF RE>.\~ONABLE ~CCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, 'tviAfNTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVEIBEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE. RESPONSIBILITY OF THE PROPE~TY .OWNER. THE .OWNERS OF SAID PRIVATE;P,RQpE~TY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVfCES, AND ANY REQUIRE[).)PE_RMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACT(VITIES SUCH AS CLEARING. AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE "'L'ANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, F'O!'JDS, ETC.,) OR PERFQR~ING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. ' " THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PLJBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DOES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGiNEERiNG PLANS APPROVED FOR THiS PLAT BY KiNG COUNTY, TOGETHER WITH THE RIGHT Of REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (Sl:JCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PAIVA TE DRAINAGE EASEMENTS . J .•. :JHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 .At:-ID 6, THEIR SUCCESSORS AND ASSIGNS. 3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS . i 4, .. \ JHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS §; 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF ,LOTS .13 AND 14, THEIR SUCCESSORS AND ASSIGNS. -6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OW~ER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 1:• . THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THROUGH 23, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. . THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS--24 AND 25, THEIR SUCCESSORS AND ASSIGNS. c 9,· ,THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER Of;LOJS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. J'o. 1 THE° PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSrnvE AREAS AND BUFFERS DEPICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PLJBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER ANO EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF:PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND occUP.IERS OF THE LAND SUBJECT TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNT(, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION 'NITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE ,.COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. . SEE SHEETS 1 AND 3 OF 3 FOR ADDmONAL NOTES REFERENCES TRANSFER OF .DEVELOPMENT RIGHTS DALEY-MORROW-POBLETE, INC. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DA TED MAY 16, 2006, ANO •SUPPLEMENTAL REPORTS #1 AND #2 THEREOF DATED DECEMBER 14, 2006, AND JANUARY 18, 2007. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03POOQ5 THIS PLAT HAS PARTICIPATED IN KING COUNTY'S "TRANSFER OF DEVELOPMENT RIGHTS (TOR)" PROGRAM. THE DENSITY FOR THIS PLAT WAS ACHIEVED THROUGH THE INCLUSION OF 5 TRANSFER OF DENSITY CREDITS. PARKING· RESTRICTION: NO PARKING IS ALLOWED AT ANY TIME ALONG ONE SIDE OF SE 137TH TERRACE AND 161ST PL. SE, AS DESIGNATED BY KING COUNTY DEPARTMENT OF TRANSPORTATION. THE PURPOSE OF THIS RESTRICTION IS TO PROVIDE ADEQUATE ROAD WIDTH FOR THE ACCESS OF VEHICLES. SHEE:T2 OF 3 726 AUBURN WAY NORTH .· .. AUBURN WASHINGTON 98002\ PHONE: (253)333-2200 (FA><)333-'-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 18 JAN '07 /ZED~ s- 1-t~-07 --------------~~----------------------~------L-~"-'--- LIBERTY GROVE ,:G®Nvl@W@US A PORTION OF VOL./PQ NE 1/ 4, SE 1/ 4, Sec. 14, Twp .... 23 IN., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2,JBlock 3, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington ---o-- PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) I GRAPHIC SCALE 50 0 25 50 • • 11 1 1 ( IN FEET ) 1 inch == 50 ft. I 30· I I I I I II I I I I I ~~l ~~I j;g 0 .-(0 ~ 100 I LEGEND 0 ''KING COUNTY STANDARD MONUMENT BSBL BUILDING SETBACK LINE FF=xxx.x ~~~MFY~s~N~I~6RL0N~fu~~~t~+10N ~ Wml KING COUNTY DRAINAGE EASEMENT SEE ~iciTE.'11 SHEET'1rnF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND. TRACT CORNERS HAVE .BEEN SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.S. FILE No. L03P0005 J_:_, ij' __ r __ N89'34' 39"W 110.00· ''": -s-.•-·TRACT · ~a· ''<}tsfoRIIL:DRAINAGE SEE NOTE 7 SHEET 1 OF 3 503.07' SE136THST. -------_!::@.Z'Q.8~:653.13' ---- N89'36'21 "W 100.00' 14 N89'36'21 "W 100.00' 15. 0 ~ ~ 0 w ~ • l{) ~ I 0 0 -.i: l{) CEDAR PARK FIVE: ACRE TRACTS VOL. 1 5/91 (]] 3 LOT "B" KC.BLA .L06[0087 REC. No. 20061, 102900002 VERTICAL DA TUM: CITY QI; RENTON NAVO 88 BENCHMARK: CITY OF RENTON BENCH No. 2103 BROKEN BRASS_ SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE,)'.mNSTRUCTED INTERSECTION OF SE 128TH .ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCt:tMARK= TACK AND BRASS WASf,jER IN LEAD MARKED "DMP INC #22962".;IN THE CURB AT THE WESTERLY PROLOt.,IGA TION OF THE LINE BETWEEl'(LOTS 15 AND 16 ELEVATION = 473.56 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 23'07'31". 151.00' 2Q.58' C2 80'59'27" 25.00'·• \35,,3f ANISH FLOOR NOTE RESIDENCES CON~IRCfCTED ON LOTS 17 THROUGH 25, INCLUSIVE, it,ND LOT 31, MUST CONFORM TO THE MINIMUN ;FINISH FLOOR ELEVATION DEPICTED HEREON, WNLESS OTHERWISE APPROVED BY KING COUNTY 'DEPARTMENT OF DEVELOPMENT ANO ENVIRONMENTAL SERVICES. SHEET3 OF 3 LINE L1 L2 L3 L4 L5 L6 LINE TABLE DIRECTION LENQTI-1 N00'23'39"E .· 22;35' N63'06' 48"W 59,68' N63'06' 48"W 73.14' N69'00'00'iE '64.52'· N00'23'39'..'E 21.48' N8T58'50"W 20.01' DETAIL 'A' SCALE: 111 =20' DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN WASHINGTON ., 98002 PHONE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 18 JAN '07 WA-os-,2.1 LIBERTY GROVE CONTIGUOUS A PORTION OF VCL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of lot 2 and a portion, of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington ·LEGAL DESCRIPTION . 'TRACT0l'f BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF OCPLATS, PAGE 91, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; AND. EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER A , I COUNTY BOUNDARY LINE ADJUSTMENT No.~O(:,~<?_~Z RECORDED UNDER RECORDING NUMBER --fU-f l{---- tDEDICA KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LANO HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIV1SION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBUC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTlLITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN 'M-llCH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. F:URTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVlNG TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVlDED, AGREE FOR THEMSELVES, THEIR HEIRS ANO, ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION, PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. . THIS SUBDIVlSION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: LAKERIDGE DEVELOPMENT, Inc. U.S. BANK N.A. A WASHINGTON CORPORATION SY: BY: WM. WAYNE JONES, JR., PRESIDENT ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ 'iYM._tftilli~..iJ.Qi:!~~-.\l.13.:,_ ___ _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ .,PRESIDENT __ QF _ LAKERIDGE DEVELOPi't\.ENT...._ ln.c. __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES-AND-PORPOSES t~ENTIOr-.lElT-fF.f THE-lr-JS-TRUMENT. DATED------------------------ STATE OF WASHINGTON COUNTY OF KING (SIGNA TURE) TITLE MY APPOINTMENT EXPIRES ------------------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ------------------------------ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ;~rr 0 AtitDJJ=~u~~ A~\ 1:JT OF-SUCH-PARTTFg~ TH{USES~~oJ3ft~o1tsMENTioNEDIN-THJ~N~~RG~EENT. DATED _______________________ _ (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT -EXPIRES ---------------------- APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS -------DAY OF --------------------------. 20 ____ . DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY COUNCIL EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . ATTEST·--------------------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF' --------------------------, 20 ____ . ----------------------------------KING COUNTY ASSESSOR DEPUTY KINO COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDING CERTJFlcA TE RECORDING t--Jo. ---------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF --------------------, 2006, AT -----MINUTES PAST ----~----·M. AND RECORDED IN VOLUME --------OF PLATS, PAGES ------------• RECORDS OF KING COUNTY, WASHINGTON. MANAGER ---------------------------SUPERINTENDENT OF RECORDS----------- KING COUNlY FINANCE DMSION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. THIS -------DAY OF --------------------------, 20 ____ . MANAGER, KING COUNTY FINANCE DIVISION DEPUTY INQTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DA TED MAY 16, 2006 AND SUPPLEMENTAL REPORT #1 THEREOF, DATED SEPTEMBER --• 2006, WERE RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS §UBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. 'A,"'.;QQYENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION .;;:''APPLICATION No. 6846, REC. No. 9410250673. 8. 'TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No . .. ,\?8003200605. ;c:J,tRM1r'0AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. D. TERMS AND CONDITIONS OF KING COUNTY BOUNDARY LINE ADJUSTMENT No. ------• REC. No. -------· ·, NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT ,C.ER.TIFIQAJE. ieB,i1Btttl~J~/§~s~~5TA[OfuJ~~~ i~~toSJ~~ ~.fJ~~o~i:O~~~R~~!~J~E~~N1t.C 332-130-090. ESTABLISHMENT OF \4." ''REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED.,,:DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND • TRACT,iB()Ut:JOARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED )'.'.DMe,)Ni:Y1//22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. ·;q.~fTHE,ttOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. ; )HE ARil,Q~~S Of INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. ·.~'6;;i;,·'·!····.r.iW.~.-.c ..... .J.j&'.A'tr1s A PRIVATE TRACT FOR REG.REATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND ; .l~J:IE~EBY_ DEDICATED AND CONVEYED TO THE; LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION :pli,A~Lf!E!S\RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" i:IS:QE;!:llGNATEO .. AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE ci'f.'OR1AN~EQUAL~ ANEH:JNDIVIDED SHARE -0F SAID TAX ASSESSMENT. THIS EQUAL MlD UNDIVIDED SHARE SHALL BE REFLECTED ZfQJ:l .. f[liJ::iTAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE '!]ASSESSMENTS APPURTENANT TO TRACT "A", SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT ;~i'}~1'i'JrQR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE i. ~.E;QlJALL'(:;RESPQN'.31BLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. ".]:ii'.:", JRA<::Iri'8r:i,.{A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS ·' At:![).ASSJGNS.'iJlITT ., i\i~.:~t:'TRAG:lifC1r; A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS /il;tQMEQV/NE;8,S ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS ; (OF.,THE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, '1;:tRACT "c" is DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING : RESl;ONSIBLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVlDED SHARE SHALL II BE . .,REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVlDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR 'f-AL(':OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN " . . " '"'QB,,11;',R,9Y!QI f()8 THE PAYMENT Of.1Pfl,l8,n;NANIJEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL "'. . ·•··. ... •.. .·: •. , • . . \. .. ..... . 0 • ~-'" 1EQUALL Y RESPONSIBLE~,, ...... JHE MAINTENANCE OF SAID ' A ... )'A .. iALL)1PPURTENANT°FEE1r·'A'FIFTEErf FOOT ACCES?JASEMENT OVER ANDl G8QS· J:lt;W..E;S·T FIFTEEN FEET OF ·~ti,.:QJ'~gJ$ HEREBY GRANTED AND CONVEYED TO, ,,. ~,1ll:IEB.D'lQROVE CONTIGUOUS HOM ERS . ASSOCIATION FOR THE , ... u,.ITHIC-•1/"' ""'"f'\Tf'\01 .. I" f'\C' ,OAl"'T "r,J'" c:c: Al C:(i~~C:<::TQll"'Tl/11\l<:: i::-n~ ITIVI=' JI.Ri::'JI. TRt.r' ,~.IYt~~L'tteJ!XL:.t'tY~-ANO IVIVl'iV I VI\.H"4...., VI I nnv 1 ~~ ~L.. ~ ·,.1-vv 1 \L..<,.,1 H ,1v 11_, ,...., 1 v1 \ SENS1 11 u ... n• n ... ,, "" ,v TS AND SENSIT!VE AREAS 'AND :BUffE;RS NOTE ON SHEET 2 OF 3. • ts.i'1mf:l'R~CT »o" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, ,PRIVATE DRAINAGE' AND UTILITIES FOR \ TriE BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND 'UNDLVIQED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVlOED RESPONSIBILITY FOR THE MAINTENANCE •1,.0t ?AID '1RACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. )1.0.·:hmAcr.;E" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR 1:HE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS i 8 AND 19 OF THIS PLAT INCLUDES AN EQUAL 1 AND .. /UNPIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UND1V1DEO RESPONSIBILITY FOR THE MAINTENANCE ~.Q!';t~AID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. t11,\)iiffl;:IE 'KING COUNTY DRAINAGE EASEMENTS SHOWN AS CZZZ] ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED T.Q,'.KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 12(;.,T\-tE:. PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2. 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED \JO.THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", :·s" AND /C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS "AND ASSIGNS. f.TJ:•frHt TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE I CJJYiOF RENTON, ITS SUCCESSORS AND ASSIGNS. Pf/;;;)'[HE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED .l<!·TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS . . ,115, THE FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO ·tftG i 0 Eu~IlN~r:rstl~b~c(iFNXN{) 0 'w/i~1JuTi1Eiti~tt-NJ>Ati'SJ~1Ii. BE MAINTAINED BY THE ABUTTING LOT OWNERS 1 /0R THE HOMEOWNERS ASSOCIATION. 171>·:'°Tl::JE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY 1\D ... E;YI;, TIQt:,l .FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES. l),18J ALl:'INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 1}9·. ,THE::,.STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS 1t[UNLESS)$ING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. 11\20. THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND "ENERGY, ITS SUCCESSORS AND ASSIGNS. '·' LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GRO.VE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVlSION OF SECJ}QN 14,:TOWNSHIP 23 NORTr(LRANGE·,s:e:ASt1 W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON,.THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (253) 333-2200 (FAX) 333-2206 SEE SHEET 2 OF 3 FOR ADDmONAL NOTE~ LEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING D.D.E.S. FILE No. L03P0005 · SHEET1 OF3 01477CONFP 31 AUG '06 ·"--·_-•-.-. -:_·, ~~---:· ::_0 8-[2-f LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington PUNCH IN 1-1/2" BRASS DISK IN CASE (VISITED MAY '06) 200 • GRAPHIC SCALE 0 100 200 • -I i ( lN FEE'r ) 1 inch = 200 ft. MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E N87S8'50"W 323.02\· 400 I HOUSE ADDRESSES THE HOUSE'ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: .. ···· ......... . ADDRE$SES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE Of;,1}600 TO ,13799 AND WITHIN THE RANGE OF 16000. TO. .;16099,FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES Will BE ASSIGNED TO TI-iE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING'iN 'ACCORDANCE WITH KING COUNTY CODE 16.08. aMmaA TION PAYMENT SYSTEM "ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL. IMPACT FEES ')~>f{F'.i/?:'./t1 SCHOOL FEES FOR LOTS 2 THROUGH . ;5ei:''!1{t}',• '' i FIFTY PERCENT OF THE SCHOOL~·. q;t:iFEES WERE PAID AT THE "Clt-tl.f:"OEr:FlNAVtL'b.!.:t!4f PROVAL IN ACCORDANCE WITH KING GOUNTYe>G.<)DE 21 A.43.050. THE"! b,L.11' NCE OF THE ASSESSED FEE. lt~~:.f°@...:!jGQJ::',.1P61};~LOT, TOGETHER WITH THE CURRENT '"~QM1N1$TRATION FEE, MUST BE R, AT THE TIME OF BUILDING PERMIT ISSUANCE. l,, SCHOOL FEES FOR LOTS 1 AND 36: TWO ~ESJbErfnAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIVISION. IF THE ISSUANCE OF A NEW BUILDING PERMIT ):OR LOT 1 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGINEERING PLAN APPROVAL), THEN SAID LOT SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMPACT FEE. IF THE.ISSUANCE OF A NEW BUILDING PERMIT FOR SAID LOT OCCURS AFTER 6/15/08, THEN THE FULL ASSESSED FEE,,,t,$,.,.~t('..J,:;..,QQ;,ijE~J,:LlOT, TOGETHER WITH THE CURRENT ADMINISTRATIVE FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE,~'.SEE'"'K:c. CODE 21A.4.3.070.A2. :ROOF DOWNSPOUTS: ----<§)TACK IN CONC., IN CASE ~.i I (VISITED MAY '06) )J\[{'BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL SE CONNECTED >{JO ,THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087, ON FILE WITH D.D.E.S. ANO/OR wJHE KING .C.OUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL :CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND REFERENCES 9 ' I 10 I I 11 12 13 14 I I i i I SHALl:. COMPLY WITH PLANS ON FILE. TRACT NOTE: . ,JRACTS "A», tB"; l'C\ "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT,RESEAVATIONS: LA PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY 'COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER PISJRI.CT #90 ANO THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING JJfE'SJREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. fff~SE;tASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL SE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTiLiTY/ NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE IJNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT AND COVENANT )ALl4iDRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SlJRFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF {"'REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, M&ll'(Tf,tNING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE 1 BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE<OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ------"AOTIVIJIES-SUCH AS CLE-ARING AND GRADING, PRIOR TO FILl:.ING,·PIPING,-cUTTIN<.rOR-REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN.'V"JTH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, Fill OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED SY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. PAIVA TE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO l<ING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PL.A.T BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENTS: 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 AND 6, THEIR SUCCESSORS AND ASSIGNS. 3, THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, THEIR SUCCESSORS AND ASSIGNS. 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED ANO CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS ANO ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND .25, THEIR SUCCESSORS AND ASSIGNS. 9. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. THE PRIVATE DF~AINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS fiOR SENSITIVE AREA TRACTS AND SENSmvE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITI-ilN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC JIEAL TH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF.PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON All PRESENT AND FUTURE OWNERS AND •• QC(;UPIERS OF THE LAND SUBJECT TO THE TRACT /SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF TI-iE PUBLIC BY KING -·couNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA ANO BUFFER. THE VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT ANO ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT /SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEET 1 OF 3 FOR ADDmONAL NOTES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE~ No. 623423, DATED MAY 16, 2006.AND SUPPLEMENTAL REPORT #1 THEREOF DATED SEPTEM8E~2006. ALEY-MORROW-POBLETE, INC. ~· 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, 1/0L. 15/91. D.D.E.S. FILE No. L03P0005 SHEET 2 OF 3 ONE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING .31 AUG '06 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington ----l<o~-- PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) b GRAPHIC SCALE I I 30· I I I I lh I~ I I I I 50 0 25 50 100 • -• I I I ( IN FEET ) 1 inch = 50 ft. LEGEND BSBL KING COUNTY STANDARD MONUMENT (TO BE SET) BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH FLOOR NOTE RIGHT KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.8. FILE No. LOSPOOOS;, w • ON ID " • I{) N89'34' 39"W 110.00' VERTICAL DA TUM: CITY OF RENTON NAVO 88 BENCHMARK::· CITY OF RENTON BENCH No. 2103 BROKEN BRASS s·uRFACE DISK ON CONC. STREET SURF ACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK: TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGA llON OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 DEDICATED TO THE PUBLIC USE SE 136TH ST FOR ROAD PURPOSES UPON THE --------MIT'~8~ 653.1'3• RECORDING oF'THIS PLAT 503.07' -------1---..i&- CURVE TABLE c::i~ • 0 I{) • NO • 0 8 ,... z CURVE DaTA'0 RADIUS LENGTH C1 23'07'31" 51.00' 20.58' C2 80'59'27" 25.00' 35.34' FINISH FLOOR NOTE w • N ;i. • 0 L{) • NO • 0 0 ..- 0 z RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON, UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND 0 ENVIRONMEN T AL SERVICES. LINE L1 L2 L3 L4 L5 L6 N89'36' 21 ''W 100.00· tj1ft 0 0 oq: I.() N89'36'21 "W • ------i 100.00' ld 0~ "'ij;f .·-,:-·<;_, ~ ""' LO ~. .. N89'36'21"W -~ · IT!!----------.1~. 100.00' ~ ,-~ ,.... ,- w (0 • co co 0 "1- O'l r-,.. a::, LINE TABLE DIRECTION .... N00'23' 39"E' N63"06' 48"W N63'06' 48"W N69'00'00"E N00'23'39"E N8T58'5o"w ., ' LENGTH 22.~5' 59.68' 73.14' 64.52' 21.48' 20.01' " DETAIL 'A' SCALE: 1"=20' SEE SHEETS 1 AND 2 OF 3 FOR ADDmONAL NOTES &JPZ222~~~~ DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ONE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 31 AUG '06 -l}~-12...1 /< E {)-I 6 -Zl) -o~ I~ ~ /r ~JEE4i!lt;::\X~ittf~:&[q~§§[T:-1~f~,.•·.;:iilr1XJ'.'Cd~TJ:Ft41r+'L~~,fi?c,P 0 c(?(/l_~Q,,(AJ:;,,/1'{5[/Jfdt:t~4LTJ1t!ttts!lrli.._. 0/07 3. 1; •. ,. -""''"",;~---~~--a-....... ""·*'} ->'1 .,(\_/J;):!,:u:~~r., -•·'1:1'•-cn,.zi...._~~ LIBERTY GROV~=CONTI A PORTION OF' VOL/PG. '\\.1N6 .. 1/4;,,u:SE,~:,1/ 4, Sec. 14, Twp. 23 N., iBge. 5 E., W.M .. ·.,Being a replat of lot 2 and a portion of lot 1, :Gf!DAR PARK FIVE ACRE··,fRAGTSr,,Vol .. ;15/91 King Countyl Washington LEGAL DESCRIPTION JRACf.J;)JCoc·K1'3,. CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF · OF PLAJ..§,\PAGE 91, IN KING COUNTY, WASHINGTON; ~J:!~'i'tfllORTH 100 FEET OF THE WEST 270 FEET; ~CEPi THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET 'P.S PEFf KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; ; . KING COUNTY FINANCE DMSION CERTIFICATE ·· . 'Gf{ERE'BY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL }AS$ES$MENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS :;fyi:;E~JiEf~[) TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED fA~,~;f~~~TS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. TOGETHER w1TH TRACT 2.ftiJ~¥~k:~li~2~~frJJJJ5~[i,i~~Biil/JfefflJii£iJ.liJ;!}i'Aif:}Y/itBX¥iii-.&W#:).~.~,~:[£2"'if~!i~:,~~ · THI$ ~':L'.::I!J:'.:... __ DAY OF --------------------------, 20 ____ . DEDICATION ----------------------------------''.MANAGi;R,,it$1NG COUNTY FINANCE DIVISION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY .SUBQ!\flDED. HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBOIVlSION MADE HEREBY, AND DO~ HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF F'OR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR }'UBLIC. HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE 5i&rc1W1~ l~~R5~~ ~F \~~ i~~~tLArc~iN~~~~M~~\~NfNgFT~fgs31iEJ~ ~~D ~:~t~~ foNl IL~R!JG:1c PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED t.f<f;'~\PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CQNSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. fURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND AS.SlGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE. IN.t::LUOING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED<"BY ALTERATIONS OF THE GROUND SURFACE. VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: .LAKERIDQI:: QE:-yELOPMEfiT, ... Inc. AWASJ-HNqToN.)c·oRPoRAT10N ..... BY: WM. WAYNE . JONES, 'JR., PRESIDENT ;t,Jl.J:s;c;s..s.NK N.A. .·· BY: . . ' . :1\NOTES .. ~'t{t.;.,, CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE :,PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. LJ. PACIFIC J:!ORTH'M::ST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTlFICA TE ORDER fllo. §234:23, .DA TED MAY 16, 2006, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBD1v1Sl0N, ~· WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A. cov·ENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION a'.1~:tllcl-ft~8N C~~oJiit 6s ~icctNrkti1f }iieiilMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. .. G~~frilJ~2~~8~coNOITIONS OF TOR CERTIFICATE #76, REC. No. 200406230~159): .•. -:'.>-'·,/(/;-:>'·~:,,·:;,,.-·-; .,, NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF' SAID PLAT CERTIFICATE. ·:::5, .. lJ~AVEl;ISE CLOSURES FOR THIS SUBDlvlSION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF :L.QT GRRNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. ary_j;:·~"'--. ,., __ .: ,-~de-' ,~t\:(.{R;ft.R LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS . :MARKE.0 "OMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT:,BOUNDARY LINES ABUTTING STREETS IMLL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "QMP INC #22962H IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. . ;j):'f1'THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS DH~,LlBERTY,GROVE HOM;QWl'.'IERSt\S.iQ.GJATJQN.;~THE ARTICLES OF 1 .INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON:''' . . ,, .. ' ,;;.~ . 6:, ,, J.etir;T "A," IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. : EAGHJJ)J/'NERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP ACKNOWLEDGMENTS · iREST IN TRACT "A". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE STATE OF WASHINGTON INTENANCE OF TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN COUNTY OF KING ,,)iE,LQT,OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -----~-'ll~lli~..!lQtls§._J~,_____ •il·.l.k?'::,\ii['iTRAQf!IlB,.~, A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND 1'-ANI) ASSIGNS.'' ACKNOWLEDGED IT AS THE ___ fB~SIQ[fiT_ __ OF _J._~~~f3J.Q~~-~-VJ;Jc.QP-M~N_T...i.Jn.~-TO BE THE FREE AND :,,.~,kJi.~J~1;f~·~i:r:Ji'. VOLUNTARY ACT Qf cSUCH F:.ARTY FQR. Tl::lE_ l,JSES ANO PURPOSES. MENTIONED-IN.-THE-IMSTRLIME:. · ,:c:;;;::JgAC~C~,.-A SENSJTM:-Ai8E8 IRAC.!,._IS~l:lEREaY...DEDlCAIED._ANO CON'JEYED m. ALLIBF__LQLQWNERSJN. TI:ilSc.ELAL__ fl~AJc 1111.e,vp . E; .• ~~R:f c7F;.c~. L.g,TE 1~1B1r~fl~~bJf OJJM1oT~i~~sG1s~~d1~~NSl~~A~~c~~D~~st~N~i~~L F~~D ~~DIVIDED OWNERSHIP ,$cc 6Vl'~ .i I. . . . ANCE OF TRACT "c". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERL y MAINTAIN SAID TRACT "c", THEN ,iJ JJHE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. DATED------------------------ (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES -------~---------- • SEE. R~~'fFICTIONS F 1 ~R }~~i~~tEA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. l '.tu'~ffll8GT "D" IS A,~~PUSE DRIVEWAY TRACT FOR INGRESS, EGRESS, ~PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT '' tlE!QWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNOIVlDED ,.,,,··-r··· E8§l;l1P INTEJiE.~T IN TRA.9 "Q~,.tl~IOw,~~,,;f.QV.l'i.~ .. 6 ... D~lt~DIVID~9 .. RE~PONS1~~P1f.(9fLit:!Ea,M~Jf'IJENANC,~ .. Qt;,.SAICLTRA~ri"' -.:;~_t~1~~~lt1iitf..::li~tt~tWRl£~:,;.I~.f ..::t.t,f!.!d,iC.:?.~i',t.-t·c::--,t',i~.;.~\i;.;t{,~':;b\.,f;t±.cf) 4.I!~-t~.'~/ ,_ __ _.,~;,c. '<J.\t0 ?'.\.'~~:t:x\tt~ii_;}Cf iqo.-:' ,TRAt;JJJ!E" IS ADO NT,:;Osf DRIVE WA y TRACT FOR INGRESS, EGRESS,:'..PRIVAJE DRAINAGE AND UTILITIES FOR THE BENEFITOF,~THE OWNERS OF LO.TS 1J\.'AND J9.":,0WNERSHIP OF LOTS 18 ANO 19 OF THIS PLAT INCLUDES AN EQUAL AND ~~~'(!.[&ED .~J:l!E .• )t:JJE;BJ:'.!?J.JN.JRt.CT "E" 'AH~,. .. A .EQ,lj,AL.,ANP..,~VNl).~'£1P;Ct,J~E§8S,t.J.S1[3Jl.1!,t,,~Q~,,Jf:JE.M~JNXEN~NCE;,.,,$lF,,,,I t••f;l.s~.J.J.\ • H1. : THE KING COUNTY DRAINAGE EASEMENTS SHOWiJAS E'//7] ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED .,JO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. ·...- 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVlDENCE THAT ------------------------------/, ,, SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND JJ.t,··.2 ..• !,,,TH .. E PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED ACKNOWLEDGED IT AS THE _____________ OF _______ !:,!_.S. BANK N.A. ____________ TO BE THE 15;f O THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, THEIR SUCCESSORS AND FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 1: ASSIGNS. , DA TED . ,,13,'\HTH§X:ffEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE -----------------------.CIT)'. Ofj~E;NTON, ITS SUCCESSORS AND ASSIGNS. (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES ---------------------- APPROVALS}, DEPARTMEN.T OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS -------DAY OF 20 ____ . QEVELOPMENT ENGINEER EXAMINED .. AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . DIVISIONJOIRECTOR, LAND USE SERVICES DIVISION KING COUNTY-COUNCIL E?(AMINED :AND APPROVED THIS -------DAY OF --------------------------• 20 ____ . ATTEST: -------------------------CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KIN9. COUNTY DEPARTMENT OF· ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . KING COUNTYASSESSOR ,;;DEPUTY KING COUNTY ASSESSOR ACCQUNT No.,;145750-00()_§_~""'"009.0" RECORDING CERTIFICATE RECORDING No.---------------------------------------- F!Lfo"'.fc>R RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF ;:.i;;.;; _________________ , 2006, AT -----MINUTES PAST _________ .M. AND RECORDED IN VQ(LJM:t ________ OF PLATS, PAGES ------------• RECORDS OF' KING COUNTY, WASHINGTON. .. MANAGER·. ., SUPERINTENDENT OF RECORDS----------- l4. THE JEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. ;15. THE FIFTEEti~~TER EASEMENT DEPICTED ON m.~7, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING ,COUNTY WAmf1)fSTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. t.'>A<·:._.~: ·-", "f~)iit'.TtiE:PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. ,E,::!:fHE, ROAD. AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No:}!;'.,;;i~Q§:ZJ~ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (ODES). ANY D.~VIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. CURRENTLY DOES. I 18. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS .. 1 J9."'~·TH ,.;:;,---··· ,, LAND .SURVEYOR'S CERTIFICA ::t:fiEREf:lY CERTIFY THAT THIS PLAT oij f~tGROVE CONTIGUQUS.\IS BASED UPON AN ACTUAL SURVEY AND ';SUBDlVJSIQIII.J)F SECTION;:14,~TOWNSHIPt ORTH, RANGEi5;',E_AST, W.M., THAT THE COURSES ANO DISTANCES ARE SHOWN . .CORREC:TLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON . ·,· tI!:lE{GfNU~JD AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING ' ·. ' REGULAflONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (25.3) .33.3-2200 (FAX) 3.33-2206 . SEE SHEET 2 OF 3 FOR ADDmONAL NOTES EY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH USURN WASHINGTON 98002 E; (253)333-2200 (FAX).333-2206 ENOINEERINQ -SURVEYING LAND PLANNING D.D.E.S. FILE No. L03P0005 SHEET 11 OF 3 01477CONFP -,2, ~€ D-I ,b-c...-0-0l You {~~tt*i~~f!i;ir~ilt:&ifizlli!&i~tfltrfrk.e,,:s,k&,,:M 1 · a.dd 1-o ""°'f' • JF 'joU /,..o.1r< drF.P.eve.,..+ J(11,t~"lS{OIA51 plc.a..se.. clo../l'c.P/ , l"'IAY wit/Vt Ta /e.EUff E T6 T#e /1/ori:: A'-OW/AJG E.,X..f5Jttt/J7r0/'/ rOI. ON'C ,l.t=5//)cNT!pt<.. VN/7, LIBERTY GROVE CONTIGUOUS A ;PORTl0N ""0F NE 1/4,,1,:SE,1/4,,Sec. 14,.;;Twp. 23 N.r:;cRge. 5 E., W~M. ,Being a replattiof lot 2 .. ~and a portion of lot 1, CEDAR 1PARK FIVE ACRE·'·TRACTS,'·"Vol. 15/91 King County, Washin@ton GRAPHIC SCALE HOUSE ADDRES$ES VOL/PO. 200 ? 190 2Joi.-o ____ 4--IOO ',"THE HOUSE ,ADDRESS SYSTEM FOR IS PLAT SHALL BE AS FOLLOWS: ; ·;r• .·. -. '· . ftl;f~~"'"'''*'\'cidtt 111 • 1 ~ I ''" ... -... ~.' .. lb ... Q.~~. E.·.s .s· .HALL sE ASSIGNE "f;· , 1:!;JE ,NORTf-:1-SOUTH ROADS; WITHIN THE RANGE 01;/Jf~ =£~-..:::..: AND WITHIN THE RANGE oFZ{J,gfii1lIP .....,.___.__IIJ_, __ _, j,c7i2rO.,," FOR THE EAST WEST 0~ 2 , QJVIDUAL ADDRESSES WILL SE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ( IN FEET ) ,,·lii...-,xcto . i\NCE WITH KING cou Dt"'l 6.08. 1 inch = 200 ... tt. tt K.C.S.C. PT. NO. 3744 · MITIGATION PAYMENT SYSTEM, "BROKEN" 3" BRASS DISK MERIDIAN: ,iALL:FEES REQUIRe:b. SY KING COUNTY CODE 14. 75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. ~IN CONC. @ SURFACE ·,..... ··"~' J (VISITED MAY '06) WASHINGTON STATE PLANE NORTH ZONE ~HOOL IMPACT FEES ~ HPGN 83/91, PER K.C.S.C. I~ BASIS OF BEARINGS·. _I,,,, FTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY , · ~ ODE 21 A.43.050. THE BALANCE OF THE ASSESSED FEE, $ ___________ PER LOT, TOGETHER WITH THE CURRENT I~ THE NORTH/SOUTH CENTER LINE OF DMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. I~ SECTION SEC. 14, T-23N, R-5E, W.M. F WNSPOUTS l w PUNCH IN 1-1/2" BEARING N00'29'00"E AOO 00 : ,..... • BRASS DISK · (/),-,11X> IN CASE .ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED ~61-;;; (VISITED MAY '06) ··to JH(PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No,iJ:t4.08ZION FILE i'HH D.D.E.S. AND/OR iY-;...,1"' THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL iJ!/8 ~N1,\NIRL5~DPIPE 90NNECT!ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT lJ ID~. z IN CASE , N8758'50"W . ;A~('QESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND ::, "' NS?'SS'2o»w (V1SITED MAY '06) ·: · SE 136TH ST. r 323.02' '~y S. HALL COMPLY WITH PLANS ON FILE. V'l o ~----.-~ ---....?.tl.-~,~7Ji8'.50"W 653.13' (5_':,;; ~ vi'J, 1306.B~f l\ Tl§1'.? 'L'tC.JJP} ::¥JS"-:.-,nccf.~ ·-·-@TACK IN CONC,, IN CASE i''li l'RA~J NOTE: ~ vi I I rf° f~ ~, 270,/0 eJ1 •3 ", hi (V1SITED MA y OS) rf''? 11 .~i,cJSt"A" "B" "C", "D" ANO "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED '-'0, 1 ~ N87 '50'W a.. 1' 9 ",re~;;;:) -~ ... "',.·1,··•··,'l,c>.,. .• \~.ll.· ... ·tJ···.·.·.? ..•.. E ... s.··.·,.1N···.CLUDING,' BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY ~ ti ~·, R 2 .08' :'.j TRACT 'A' , 1 ,_'_../_ ,,.,"\ \J ,r •. ··'.:x.·.'.'.i.~ · 0<>... fA~J9JIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION . • o S!• , \,:;.: ....•. ;1.> I 10 ~v ·w ... " ~ '' !'r I . . . '. . ' " i' EASEMENT RESEBYA TIONS: ~ ~, °* ~ I 1 2 3 4 1' fl 1 ·.... \? ,AtBRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION,~. T)5.0J/ND ENERGY ~ ~, ~' 5 6 7 8 , j ~~ COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTO"!l J . lCOUNTY WATER I' .. ·.· \b,· .• · .. ~.: ,~ ---.... --I 12 •, (¥) <O DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARAL:L WITH AND ADJOINING .. , .... _ C')-O THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, , ,N002~·".is.·' 35 34 ·---·-·:-i 13 • ('I~-,,C.ONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER I 5 ~ , "\ I I io PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED • ...... · 6' i.J 1 33 32 30 29 28 27 1 , t4 , I' THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE ~ -·· I' U.llLITY, NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE <~\',) ts .~ I 1 15 . ~ UNDERGROUND OR IN A CONDUIT ATIACHED TO A BUILDING. \±£< I' '~ ' } 16 ,;..KING COUNTY DAAINAGEEASEMENTiANO COVENANT), ·. I \ '7 f ~.~ ! •o•/ AL[.ilfDRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A ·v I 'E (.,PQLJJICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYJNG, STORING, MANAGING AND FACILITATING STORM '1 / l'!. '·1. 1.t .. ~. , 1 . -AN0:iSlJ8FACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF i, -r !;J ,,RE6SONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, I, /O O,o d \, fMAINJAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH ' k fHAVE{BEEr:,J FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUN,TY. MAINTENANCE Of DRAINAGE FACILITIES ON PRIVATE PROPERTY IS -\ r • THE .RESPONSIBILITY OF THE PROPERTY OWNER. ' {'l'/, JS 1 1 t ~1cHIHEzWWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL,E:STAJE" I, ·, I i ,. tsfRviclfs;··,AND ANY REou1RED PERM1Ts FROM THE KING couNTY DEPARTMENT oF DEVELOPMENT AND ENv1RoNMENTAL sERVlcEs FoR ·, -,A'cffvr'i'.its SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE I, ,. (f) ,:, LANDSCAP.E~ Mf,INTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, ! 1 t<) 0 1 ~f~;illiC.f) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE I I <( I .;:'rHIS:;;EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL , I --EJ: --------lRUf\h.WITfi.};THE-·LANfl.-AND--ISBINDING ·UPON--THE ·-OWNE;RS-GF'-SAID-PR~VATE;--PR0PER-'J"..Y,-THEfR-HEJR-S.-·SUCGESS0R-S-AND--ASSfGNS-. -· --_ _._ ! j i-----~3 11 ____ 1-__ --1· -·1 ----: :PUBLIC DRAINAGE EASEMENT RESTRICTIONS ' I 1 . w 1 ,,~re:u,¢JuREs. FILL oR ossTRucT10Ns <1NcLuo1NG suT NOT LIMITED To DEcKs. PAT1os. ouTsu1LD1Nos. oR oVERHANGs) sHALL , NOT}BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND I, 1. er I _ coNstRucT10N oF FENCING SHALL NOT sE ALLOWED WITHIN THE PusL1c DRAINAGE EASEMENTS sHowN oN TH1s PLAT MAP 0 1. UNL.ESS OTHERWISE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. I ~8/ <( ,'t~ PRIVATE DRAINAGE EASEMENT1COVENANT . lio ~' ~ r-.~~ 'JHE<OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE". HEREBY GRANT II~ w~I. >w ~ " AND -.CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO 1/) ::> " ,l.}'-1 <( tCoN·vtY ... OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER '~ <(}"' -L{) ,.:i W(IH-~THE: RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF I w j5 N, U... ,-::; OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. I '··! Q ~otl)o I, ' N ,,., ~ ~ .J 18~ THE,OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES 1 S'I · zl rv Q , z CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY ' jgz " . ..!I ~ > I Qf;E~RTMENT OF DEVELOPMENT ANO ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTT!NG QR REMOV!NG VEGETATION (EXCEPT " , f:QRiROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, ! j ([) Q ! ~rr~7~S:gfjc Diic:r~;_'G:0:1:EM~~~.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED ! j er I THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS ! i <( i ANQ ;e,~§}9N,S. , 1 a I Itt,,;.,.r.,.:11""~~;~~.1;"'".1-P~=-t"'"'~~:r=.E=· ~~;E=A=IN=~~GE=SE~EA=~-E-M NT~EN~:~:-DE-P-IC-T-ED_O_N_L_O_T_1_. -S-HE_E_T_3-0F-3. IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2. I , 0 j '}THEIR SUCCESSORS AND ASSIGNS. .; , I , ''.2,,;;'.'Wt'~RIVATE DRAINAGE EASEMENT DEPICTED ON LOT~·:1,1 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNEj3;tQJ; LOTS I I I ;3,f~.;AND:6,1 THEIR SUCCESSORS AND ASSIGNS. . .. iffl' ,,,)~~' , I ~~.d.-.... ~.·.' ... ··'.:) .... JH ... ·,E.1f:RIVATE DRAINAGE EASEMENT DEPICTED ON LQ1l@f)SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF'<'.l;.'QTW,} I , '1 ~ .. a2:1't1E1B .succEssoRs AND Ass1GNs. ~ · , I ,}t'1(},THE:PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF I 1 'Cots 9;,10:·AND 11, THEIR succEssoRs AND Ass1GNs. , j :5.f;.J'irTliE}~RII/ATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF I '1 (L .. ·13)ANbJ4, THEIR SUCCESSORS AND ASSIGNS. I I I ',~~. :tcf:'~IVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17, 20 SH ;~ .. ,<J,far:~,1:!~,~.~~isJ~DEDICATED AND CONVEYED TO THE ! i / ~lf'.·•J!xl}f~t1,~?l;ii 6 Dt~l~A1JE ~~:M:~~ci:~i~D A~~ C5{~G~j!R$~~J® NCLUSI tJ'T'-~~1:rfi!~~fsy DEDICATED AND CONVEYED TO I '1 iii .JTHE .OWNE,R Qf;LQTS J~ THRIU.GH.22, J,NCLUSIVE, THEIR SUCCESSORS AN~SIGNS. , 1' .·. •,'f8.''1t'iiTHE PRlYAl;E DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF / LEGEND i ,/,LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. , i (P) cEDARPARK,F1vE ACRE TRAcTs, , ~°RESTRICTIONS FOR seNsmve AREA TRACTS AND SENSITIVE AREAS AND BUFFERS ! i VOL. 15/91 I I (M) MEASURED I I ! i ! j I I i I -· i ! \' I I I xj .. I I I BRASS PIN IN CONC., .·· ;\ I . , . ·~J< I ) 1.N 2" IRON PIPE·.· 1N c.· ASE IXQ ) . , "x" .. ·.1····N··· BRASS DISK ,c,.,:\ I , 0t , (.VISITED MAY '06) _ . I IN CONC •• IN ~ASE f:i/ 14 1309.11i ·55 . , ~3), (vts1n:D MAY 06) ··-· ~;<N88"37'40~W o ------·-\__±._2!._ _______ (_.~:...i_.-.§?4,2~' -~ L N88'3}.40"W 1308,52'(M) .1338:JO'(P) -1,23[\24 K.C.S.C. PT. NO. 3764 ' SE 144TH ·sr ·· r~i~~i~M~~~,ASS ROD "· . , , 6 (C) CALCULATED REFERENCES THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ·ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDl)TIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. LUA-o 8-f 21 HEET 1 OF 3 FOR ADDmONAL NOTES ·· ALEY-MORROW-POBLETE, INC. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03P0005 SHEET 2 OF 3· 01477CONFP ENatNEERINQ -SURVEYING LAND PLANNING 25 MAY '06 ----«.p'-- PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) I I 30· I I I I I I I~ ii' I I I I c:-~ I ~~, ~ "-':!. QC;_ '- I;}-!.,,, ~~' ;__~ ~.~ 11,'u ~~ "' ~ ~ i .- ·~ \ lJ. \) w t " :f-i ~ I() d N 'J ,., '; · TRAC"f':,6,.,:, STORM DRAifft...GE ,·· ·• SEE NOTE 7 .• SHEET 1 OF 3 503.07 '. ,, ·.,'){;; "'·.;.,22.,· . . , ·, ~~~~~17\----------------~..c..!.~~:----....:::~;:::~!]~~~ ~~~~ 30' GRAPHIC SCALE , 50 0 25 50 100 u • a 1 •1tl ====·~" I ( IN FEET ) 1 inch = 50 ft. LEGEND 0 KING COUNTY STANDARD MONUMENT (TO BE SET) ... BSBL BUILDING SETBACK LINE v //7?1 KING COUNTY DRAINAGE EASEMENT L'//// SEE NOTE 11 SHEET 1 OF 3 0 ?</ :x:> :,PRIVATE DRAINAGE ,EA,SE~ENT,1;,SEE~;. ·<"{~/,/), . PRIVAlt:/DRAINAGE EASEMENT NOTES ~~·~' '-' SHEET 2 OF 3 ·· .. ·' LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET f OF 3 ... VERTICAL DATUM: CURVE TABLE CITY OF RENTON NAVO 88 CURVE DELTA RADIUS LENGTH BENCHMARK: ·•Ei :~~gNsJ:r;tE ND~sl1gi CONC. STREET SURF ACE. FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 ,-. . ,,\ ' ( > ~"'( / ,..., /\ ..... .____ .J' '-.... / '.~--}'--·- /.~ D O 'o '·./ ov' ief, . ./ ~-~ -r ·.,.,, ""., @' il,. 1 ( f., ~ '\ ., (J ~ /-•• . ,.SJ I( ' 'l, / () 0 I,'-~ , ~ -qL\, / :..l _ O ~ ,:. G\ '--.,, r. 11,, ~> i~6{st,' ' 0-f!.. '--.----~---\ 0~ \ 1~ \ <;, ,';'.;.. I,)/') c'<.I :'° 9 'I ,...--.;;: '·· ~ C1 2Y07\3l'}J 51.00'+ '20.58\c C2 t,!,\ g· 9't27,.'.;· ,25.0Qil; ,,.,35.34' ~,;N89'36'21 '-'.W,J 100.00' ' ,N89"36'21 ~iw ~ 100.00' ;100.00: ,N89'.3Q'2J}W roo..oo'·" LINE TABLE LINE DIRECTION LENGTH , ,L1 1':100~23'39''.E,~ t22.35', L.2,:. N63.06'48"1AI .··59 68'·· ~' ·.J\ .,, ·--.··· ·-·· ...... _.;:,!._!.. ,,c'. -_\_ . .,' L3,, ~63"06'48"!W .73.14'" <L4Jl N69'00'.00"EJ f,·54_52': .;L5:1 N00"23'39 .. E, ?21f48' :L61i N87'.58'50'}W,. •i20,01 ',• N89'36'21 ''W ,, VCL/PG. I I I I I I I I I I I I I I I I I I J I ~~(2,Ql:~ 30' ! DETAIL 'A' SCALE: 1"=20' ALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX).333-2206 ENGINEERING -SURVEYING LAND PLANNING '!,; ,~'-,) ~1,s o.orc. ~~-D_._o_.E_.s_._F_I_L_E_N_o_._L_0_3_P_o_o_o_s_. ___________ ···_-_·~~~_ .. -_.· __ s_H_E_ET_·_3_._o_F_3_,;;*~~~~~~~~.L0~14~77~C~ON~FP-=-----~2=5~M~~~·o~6-..J.. _ _J [._ ----~-f/9 • 1.? 6 . 0 0"' LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14;, Twp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2,· CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington LEGAL DESCRIPTION , ,JRACJJ,,.BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF CQf}'LATS; !;>AGE 91, IN KING COUNTY, WASHINGTON; EXCEPT THE· NORTH 100 FEET OF THE WEST 270 FEET; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; T. P.G.J:ruE.R. WITH ~o " " NG COUNTY BOUNDARY LINE ADJUSTMENT No/ L06L0087, RECORDED UNDER RECORDING , . .;NUMBER 200611 9000 . ·;;:~ICA TION 'j 00 00 "2... KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SDBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND1DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOT$ .SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND A VENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO /\\PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAiNST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, 'CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN .CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. '"~- FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, iNCUJDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN ·cAUSl;D BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER fLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDl,VISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: LAKERIDGE DEVE:LOPMENT, Inc. A WASHINGTON -CORPORATION BY: WM. WAYNE JONES, JR., PRESIDENT ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING U.S. BANK N.A. BY: I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ WM._WA'flil;___!)ON~~JR., ----__ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ PRESIDENT __ OF LAKERIDGE DEVELOPMENT.. Inc. __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY,-FOR-·THE USES AND PURPOSES MENTIONED IN ·THE INSTRUMENT. DATED _____________________ _ (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -------------------------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ____________ OF _______ !J.§~ BAll~-~!_A...,_ ___________ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______________________ _ (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES ---- APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS -------DAY OF ----------------------, 20 ___ . DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS -------DAY OF -------------------------, 20 ____ . -----------------------------DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY COUNCIL, EXAMINED AND APPROVED THIS ------DAY OF ------------------------, 20 ____ . ATTEST· ------------------------ CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF ---------------------, 20 ____ . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDING CERTIRCA TE RECORDING No·---------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF ------------------, 2006, AT -----MINUTES PAST _________ .M. AND RECORDED IN VOLUME --------OF PLATS, PAGES -----------• RECORDS OF KING COUNTY, WASHINGTON. ~~~JQbLQ.E...B.E.QQRQS......t\~Q-~t.g~~Qti~ MANAGER ---------------------------SUPERINTENDENT OF RECORDS----------- KING COUNTY FINANCE DIVISION CERTIACA TE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. THIS------DAY OF------------------------, 20 ____ . MANAGER, KING COUNTY FfNANCE DIVlSION DEPUTY . NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEQURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. : IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2: PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006 AND SUPPLEMENTAL REPORT #1 THEREOF, DATED DECEMBER 14, 2006, WERE RELIED UPON FOR DISCLOSURE OF THE V"ESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS , SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. A .. CQ~NANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION . APeLJQATION No. 6846, REC. No. 9410250673. rB.tTERMS. AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No . •.•• J}0.93200605. C.fiTERJ...!9 AND CONDITIONS OF IDR CERTIFICATE #76, REC. No. 20040623001597. D. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY BOUNDARY LINE ADJUSTMENT , Nci: {06L0087/1REC. No. 20061102900002. E. 'DE:Ci.ARA TION OF COVENANTS AND ANEXXA TION AGREEMENT, REC. No. 20061204000527. ·1, ,\ NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. ,':~· JRhVE~SE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF 'ILQJQQRNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4;"m1,tREAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR ANO YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND ,TRACT ,BOUNDARY LINES ABUTIING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED f!DMP INC. #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 1;5,,0 • ,1,Tl:;!E:iHOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. )T " RTIQLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF THE STATE OF WASHINGTON. § )F,.~j·"A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND t ,E3):'/DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION. SAID ASSOCIATION \BElRESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, TRACT "A" jq~A1E.D AS "COMMo'WPROPERTY" WITH EACH .OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING RESPONSIBLE \ .. f,'\N}E;QUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL BE REFLECTED t.jlJ;:IE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ALL OTHER FEE !'"ASSESSMENTS APPURTENANT TO TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN TRACT fC:ri,l,'lt~:QR;,pROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE :,){QUAL.l'(: RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. ~\~Z:.!'t'ilRfCT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS . f:~~;~'~i~~~~r~c", A SENSITIVE AREA TRACT, IS HEREBY DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS ::tJQMEQWNERS ASSOCIATION. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS "cQfTJ-IE USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. ALSO, FOR THE PURPOSES OF TAX ASSESSMENT, ~TRACT ''.C" IS DESIGNATED AS "COMMON PROPERTY" WITH EACH OWNERSHIP OF A LOT WITHIN THIS SUBDIVISION BEING . E)E;!REFLECTED ON THE TAX STATEMENTS FOR EACH INDIVIDUAL LOT. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR ' .. ·1'.· .. ~ ..... ,.E .... S·P···o···N····s.'BLE FOR AN EQUAL AND UNDIVIDED SHARE OF SAID TAX ASSESSMENT. THIS EQUAL AND UNDIVIDED SHARE SHALL I Al.L; OTHER FEE ASSESSMENTS APPURTENANT TO TRACT "C". SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN ,·IBACT!'C, OR PROVIDE FOR THE PAYMENT OF APPURTENANT FEES, THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL ltB,l::;(E;Q(,JALL Y RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT AND ALL APPURTENANT FEES. A FIFTEEN FOOT ACCESS .,. ,(EASEMENT OVER AND ACROSS THE WEST FIFTEEN FEET OF LOT 31 IS HEREBY GRANTED AND CONVEYED TO THE LIBERTY 'f l'GROVEJCONTIGUOUS HOMEOWNERS ASSOCIATION FOR THE MAINTANENCE AND MONOTORING OF TRACT "C". ALSO SEE .~ 'RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. ":>"'=:····'''·:·,~;,,".:<"<':t·::,-. , [9]i,5.JRAOT "D" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR ·'\'JHl:/BENEFIT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL ,\'ANQ)./NDiVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE tOF\SAI.Q .. TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. tlO,\::TRAGT "E" IS A PRIVATE JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR ~Tt;IE'·BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL J\'.ANQ lJNtilVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE •i)OF'SAID'TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. .JJJ}/,tHEiKiNG COUNTY DRAINAGE EASEMENTS SHOWN AS fZ2ZJ ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED • ::TQ,.ISINQ CQUNTY, ITS SUCCESSORS AND ASSIGNS. ?1\12 .• ;:f;attEiJ'RI.VATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED }·TO\THE/OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", /18" .AND)'C" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS ,tr~;-~~.1 ~~·. FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE 1:t?JCID'.QF.REt-lTON, ITS SUCCESSORS AND ASSIGNS. 1 '}J4:/'.tWl::iiTEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED :;JQ/Il-11::, QWt,!E~S OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. \15.'1''THE FlfTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO ·\KING ,<;:OUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16.: THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTIING LOT OWNERS OR .. THE HOMEOWNERS ASSOCIATION. !~7-''~~,'0-!E .ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, .PLAN No. P,:-:4087 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES). ANY Pl::.VI.AJION FROM, THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY ODES. ,18.1' ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 'Hf THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTIING LOT OWNERS -PNLl::SS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. 20}' .THE :POWER 'EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND ~NERGY, ITS SUCCESSORS AND ASSIGNS. LAND SURVEYOR'S CERTIACATE '! HEREB'i' CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION ·;oF SECTIQN 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON,';JrJAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY -,.MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (253) 333-2200 (FAX) 333-2206 ET 2 OF 3 FOR ADDmONAL NOTES • t -MORROW-POBLETE, INC. ., 1l.' 26 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEEAINQ -SURVEYING LAND PLANNING D.D.E.S. FILE No. L03P0005 SHEET1 OF 3 01477CONFP 02 JAN '07 "'"08-12., ___ ·.r _:l_'. ____ _t~_;_L la!llUL! ~ e))-1- 1-cz-o7 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 and 2, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington PUNCH JN 1-1/2" BRASS DISK IN.,CASE (VISITED MAY '06) 200 • GRAPHIC SCALE 0 100 200 400 • Ill I .....--1 ----11 ( IN FEET ) 1 inch = 200 ft. MERIDIAN: .HOUSE ADDRESSES .,THE HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 13600 TO 13799 AND WITHIN THE RANGE OF 16000 TO {16Q99.FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN . ACCORDANCE WITH KING COUNTY CODE 16.08. MITIGATION PAYMENT SYSTEM AL.1.;'FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. WASHINGTON STATE PLANE NORTH ZONE HPGtt 83/91, PER K.C.S.C. ~::~~!~!8 2 THROUGH~~ of£ ~ Jo(,8,oo FIFTY PERCENT OF THE SCHOOL IMPACT FEES WERE PAID AT THE TIME Gf" FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE,~2,;537."sIDlt>ER LOTJ. TOGETHER WITH THE CURRENT ADMINISTRA TlON FEE, MUST BE PAID AT THE TIME OF BUILDING PE~IVI "f IS~ANCE. /' n 't. e<> r SCHOOL FEES FOR LOTK 1 AN-8 ~ ~ o(.( o~I< ~~ RESIDENTIAL UNITS WERE EXISTING PRIOR TO THE DEVELOPMENT OF THIS SUBDIV SION. IF THE ISSUANCE OF A NEW BUILDING l ~ PERMIT FOR LOT 1 OCCURS ON OR PRIOR TO 6/15/08, (THREE YEARS AFTER ENGIN ERING PLAN APPROVAL), THEN SAID LOT "1/ 6 SHALL BE EXEMPT FROM THE PAYMENT OF THE SCHOOL IMP E. IF THE ISSUA CE OF A NEW BUILDING PERMIT FOR SAID LOT (~ u IA OCCUR.S AFTER 6/15/08, THEN THE FULL ASSESSED FEE. 5,115.0 PER LOT, ~T_99-ETHER WITH THE CURRENT ADMINISTRATIVE \_) FEE. MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUA . EE K.C. co~ 21A.43.070.A2. N8758'50'W ROOF DOWNSPOUTS: t:. I J e:, o o 323.02' · BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. ' BEARING N00'29'00"E N C ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED ---..:....r~T~T~~l.....~..lJ~-=~-~-@(~gf"fig·~~~C;Oci) TO THE PERMANENT STORM DRAIN OUllET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No'.,p..,..,4087 ON FILE WITH D.D.E.S. AND/OR ~ I ~ THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL lRACT 'A" REFERENCES 9 '1 ·~ CONNECTIONS OF' THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT r, ARE DESIGN A TED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND 10 i ~ ~ SHALL COMPLY WITH PLANS ON FILE. 11 I TRACT NOTE: I TRACTS "A\IEl.". "C", }'D" AND "E": ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED I' '.USES. INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY 'FACll.lTIES '-'AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. i I .EASEMENT.RESERVATIONS: ::~.'.P.RlVATE"EASEMl:'.NT IS HEREBY RESERVED FOR AND GRANTED TO l)iE LIBERTY GRQVE CPNTIGl,lOIJ,S\HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KINC COUNTY WATER DIS.IBIJ::I #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING ~-THE,\STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, . CONQQi:t; ,.CABLES AND WIRES WITH NECESSARY F ACILl11ES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER /:PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. i:tiitf1fttE~~11s J~T~~~~ ~~~N s~Pl J~Eiii:~~~~E~E s~tk~EgEoiEil~~~~rtt fJtRE ii:ciisi~~6NT~N~~~T o~~G~~:~ ~~DJ~~~ fJA[tEBE ''.UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT AND COVENANT tt!LL D,RAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A .1pou:nQAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM /''/\NQ!iSURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF ,.REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, ;/MAit-fr'AINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH ''HAVEJBEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS ,,JHE'R,ESPONSIBILITY OF THE PROPERTY OWNER. ,·'''iY!~ - 1,~T8~J:~QW~ERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE ;;.J&;SER\{!Q..l;S. AND ANY REQUIREQ PERMITS F'ROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR -ACTIVITIES. SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE ·'CAFID§gt,pE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS;"''.ETC,,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE t EASEMENT: :.r• -.-. ,JHI.S'EA$EMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN .WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. ~ ··:-•. ;,J, ~t •'; ,_ PUBLIC DRAINAGE EASEMENT RESTRICTIONS i$TR4CTlJRES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL ''NOT':BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND ·\CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS)OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. is PRIVATE DRAINAGE EASEMENT COVENANT 11-lE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT 'At~o''cONVEY TO KiNG COUNTY, A POLiTiCAL SU8Div1Si0N OF THE STATE OF WASHiNGTON, THE RiGHT, 8UT NOT THE OBLIGATION TO 'CONVEY' OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WI.TH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. FTHE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES ,g~~J~~lNr'~ 1 iEt1eoi~~~Nt~~l1~~~~JM~t.t~~R~~rl[:Yp:i~~Uf5DF1~3Ng~Tp1:ttN~~6u~\:i~~ ~~~0~t~~E~i1o~N?Ex~~~~TY ',fQR.:.f'50UTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, ''GHANNELS, DITCHES. PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED ·WITHIN SAID DRAINAGE EASEMENT. I: --,.a-·, l}flScCQVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASS!_pNS. ,/PRIVATE DRAINAGE EASEMENTS: ''\1.?,cTHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, ; THEIR·SUCCESSORS AND ASSIGNS. '·''z)Jffi:Hf<;PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS , '?J,:5.iANci 1.·5, THEIR SUCCESSORS AND ASSIGNS. '' t;~.~'"fl'(B(]3RIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, '9}1EIR \SUCCESSORS AND ASSIGNS. {j.'.,,r;Tt-1EPRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO 11-JE OWNER OF "' LOTS 9,\10 AND 11, THEIR SUCCESSORS AND ASSIGNS. ;\,5:"-;';f:l)iE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF tLots ,iJ}ND 14, THEIR SUCCESSORS AND ASSIGNS. $:''f';·THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE '1 0\NNER 'OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. {J?;l\ffi'E PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED AND 'CONVEYED TO 11-JE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF · LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. 9 .. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 28, 29, 30 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER .tOF LOTS 27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. THE PRI\/ATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 34 AND 35, THEIR SUCCESSORS AND ASSIGNS. ic;. j RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE mACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE f!lJElUC HEALTI-l, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION . QF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND ·OCCUPIERS OF THE LAND SUBJECT TO THE TRACT /SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE •TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING 'COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE .COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT {JACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT /SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN r, PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. "NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEET 1.0F 3 FOR ADDITIONAL NOTES DAL -MORROW-POBLETE, INC. 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, 726 AUBURN WAY NORTH . BURN WASHINGTON 98002 DATED MAY 16, 2006.AND SUPPLEMENTAL REPORT #1 THEREOF DATED DECEMBER 14, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05 . . _,_, J. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03P0005 SHEET 2 OF 3 01477CONFP . (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING 02 JAN '07 LIBERTY GROVE .. CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of a portion of Tracts 1 ~nd 2, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) GRAPHIC SCALE 0 I I 30· I I I l 30' 50 0 25 50 100 11 • 11 1 ,,...._I ----;I { IN FEET ) l inch = 50 ft. LEGEND BSBL KING COUNTY STANDARD MONUMENT (TO BE SET) BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH F:LOOR NOTE RIGHT KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.S. FILE No. L03P0005 110.00\ TRACT "B" STORM DRAINAGE SEE NOTE 7 SHEET 1 OF 3 , L\=90\39'04" R===.2$.oo· L=='39.55' VERTICAL DA TUM: CITY OF RENTON NAVO 88 BENCHMARK= CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURF ACE DISK ON CONC. STREET SURFACE, FLUSH. ·N43'().3' 42"E .; '.\3.3.64'~ LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK: TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 DEDIC A TED TO THE PUBLIC USE SE 136TH ST. FOR RQAD PURPOSES UPON THE 503:01·. ------.:.. ~-~s·so·w ~5~ ___ -_ RECORDING OF THIS PLAT CURVE C1 C2 w • c::j """" •. 0 I{} • f'I g 0 .-0 .,,, -z~ CURVE TABLE DaTA RADIUS LENGTH 23°07'31" 51.00' 20.58' ao·s9'27" 25.00' 35.34' ANISH FLOOR NOTE RESIDENCES CONSTRUCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON, UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. LINE .l1 • L2. L3 L.4 LS' 'Df: UNETABLE I 9'1 o' o• ., """' LOI I I I 12 ,~iN89'36'21 '"W 3100.00' • 13 100.00' 'b 0 .,f. l() b 0 f, DIRECTION LENGTH N00'23' 39"E 22.35' N63'06' 48"W 59.68' N63'06' 48"W 73.14' .. N69'00'00''E 64.52' N00'23' 39"E 21.48' N87"58'50"W 20.01' .. DETAL'A' SCALE: 1"==20' ALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH .. AUBURN WASHINGTON 980.02 PHONE: (253)333-2200 (FAX)333-2206 • ENGINEERING -SURVEYING LAND PLANNING SHEET 3 OF 3 01477CONFP 02 JAN '07 -){{ -l<SGl\l, 70 t1e /!.EVC5EP /lrTE-1.. .£(_,/4. ;f -;:o.R-//DA OW!,/e=/LS'ff(/ eJr T/<-/1-CT.f -)'CC"P/-S'e= ,l..e1)( Sc -sc-e e-AfC..(._O rv rrJ:-S' • LIBERTY GROVE· CONTIGUOUS A PORTION OF VOL/PO. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 ~t.EGAL DESCRIPTION King County, Washington TRAQT 1. BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF OFZPLATS, PAGE 91, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET OF THE WEST 270 FEET; AND EXCEPT THE SOU TH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET A$ PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; . ,TOGETHER WITH TRACT 2, BLOCK 3, SAID PLAT OF CEDAR PARK FIVE ACRE TRACTS. cDEDICATION KNOW,ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUElDII/IDED. HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIG AIGHWA Y PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE Tors SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS ANO AVENUES, AND FURTHER OEDICA TE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS. OPEN SPACE, UTILITIES AND DRAINAGE lJNLE°SS .SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED '"TO 'A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSiGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES KING .COUNTY FINANCE DMSION CERTIFICATE I '8EREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS C:~~flf!ED.TQ THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED J:,? :sTREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. 1;l;_l1S _____ ;.;;: __ DAY OF --------------------------, 20 ____ . MANAGER, KING COUNTY FINANCE DIVISION , DEPUTY NOTES .1.:}c QQNTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY OMP, INC. IN/2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2.,>PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, -AGAfN$l KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, 'i9,9J1SJRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN ' CLAIMS .;RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY. ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN cAOSE:D':BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLQWS ;WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS 2(lQ6, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBDIVISION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS. ,,,Sl/CCE:;~ORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: A. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION r ,,/APPLICATION No. 6846, REC. No. 9410250673. 8. 'TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. • <8003200605. C/JERMSJ_e,Np CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. : NO_ WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. .sf'" .TRAVERSE CLOSURES FOR THIS SUBDIVlSION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF LOT CORNERS IS BY RADIAL SURVEY PROCEDURE i'llTH INDEPENDENT MEASUREMENTS. /4.'( if~_E:AR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS ;MARKED "DMP INC. PLS 22962n, UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND :TRACLBOUNDARY LINES ABU1'TING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED ''.QMP INC #22962" IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. LAKERIDGE: DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: WM. WAYNE JONES, JR., PRESIDENT U.S. BANK N.A. BY: ~~a~iHJRt~~~o:/RJN AF~C~c;;~o~H:\~~W~r:~~~ 1:T:w !r\ir\~~E o~O~f~:~1g~~SSOCIATION. TH~E ARTl~:~o; 6. ,TRACT "A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN IS . IS HEREBY'DEDICATED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, tfS S ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ----~-~8lli~.JJ.Qt:!E§,_.!!_fl,._ ___ _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHPRIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ PRE§!QENT _ OF> LAKERIDGE DEVE.b.OPMEN'L. Inc. __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES-AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _______________________ _ ----------------------------(SIGNATURE) J/ Atlt'J , lit>JS. SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "A". SHOULD THE ASSOCIATION 1' FAIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 1,t,,ND ASSIG('lS. e{,l,\,(NE \]_. __ '_•· TRACT. "8", A STORM DRAINAGE TRACT, IS HEREBY eAND CONVEYED TO KING COUNTY, ITS SUCCESSORS 8. TRACT "C", A SENSITIVE AREA TRACT, IS HERl7Ry[)E D AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWNERS ASSOCIATION, l=FS 8~eeES!i:iR9 ANO~ !:S, SAID ASSOCIATION SHALL BE RESPONSIBLE FOR THE MONITORING OF POTENTIAL VIOLATIONS-OF THE-USES OF SAID TRACT ALONG WITH NECCESSARY MAINTANENCE. SHOULD THE ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "c", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHAL~ EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. A FIFTEEN FOOT ACCESS EASEMENT OVER AND AC S HE WEST FIFTEEN FEET OF LOT~HEREBY GED AND CONVEYED TO THE LIBERTY GROVE CONTIGUOUS HOMEOWN SSOCIATION FOR THE MAl~E AND M O RING OF TRACT "C". SEE ALSO RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE EET 2 OF 3. (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING TITLE MY APPOINTMENT EXPIRES ------------------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ------------------------------ SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS,·~UTHORIZEO TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________ OF _______ },la_2:.fl_f.~..!$_H.:...A-!. ____ _-_______ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _______________________ _ (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES ------------------- . APPROVALS.). DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES C9tf,i'il~TRACT "D" IS A; PRIVATE JOINT USE QRl'{E'i\l..A.'( TRACT FOR INGRESS, EGRESS>PRtVATE DRAINAGE AND UTILITIES FOR TH['BENEFIT OF THE'OWNERS OF '.L01'~'122 ':AND'23/iOWNERSHIP OF LOTS 22 AND 23 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL ANO UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF'SAIO TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. ,10:i'lTRACT "E" IS A PRIVATEtJOINT USE DRIVEWAY TRACT FOR INGRESS. EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE\BENEFIT OF THE OWNERS OF LOTS'18 :fi:t,j(f 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. SEE ALSO PRIVATE DRAINAGE EASEMENT COVENANT SHEET 2 OF 3. ,lt jfHE K!NG COUNTY DRAINAGE EASEMENTS SHOWN AS l'///1 ON SHEET 3 OF 3 ARE HEREBY DEDICATED AND CONVEYED · :JO KiNQ COUNTY, ITS SUCCESSORS AND ASSIGNS. 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, ALSO KNOWN AS LOTS "A", \_';B" AND .nC" OF THAT CERTAIN DRAINFIELD EASEMENT RECORDED UNDER RECORDING No. 95012010732, THEIR SUCCESSORS AND 'ASSiGNS. -13. THE TEN FOOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. 14. THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED 'TO THE OWNERS OF LOT 18, THEIR SUCCESSORS AND ASSIGNS. Jq. THE FIFTEEN FOOT WATER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO 'KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 1.6. THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL SE MAINTAINED SY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 17,. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, ·PLAN No. P-408:Z ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES). ANY , DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DDES. !. 1f.[ ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED ANO MAINTAINED BY THE LOT HOMEOWNERS. 19 .. THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS . UNLESS KING COUNTY HAS ADOPTED A MAINTENANCE PROGRAM. EXAMINED AND APPROVED THIS -------DAY OF 20 ____ . .20. THE POWER EASEMENT DEPICTED ON LOT 9, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO PUGET SOUND .---..,-...· 1. ENERGY/ITS SUCCESSORS AND ASSIGNS. I Of'IJ\Ovf 21. TRACT nF" IS A PRIVATE REAL PROPERTY TR~C D IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF t' r,, v\ THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK VE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN . pV-\ VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY A INGTON, THEIR SUCCESSORS AND ASSIGNS. , ,pEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS -------DAY OF -------------------------, 20 __ . ~:,·,.-··· '-v ···--·' . > ;()LYISlqf'!.DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY COUNCIL EX,AMINED AND APPROVED THIS ------DAY OF ----------------------· ---, 20 ____ . ATTEST· · · -------------------------- CHAIRPERSON, KING COUNTY COUNCIL , CLERK OF THE COUNCIL KING. COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF ------------------------, 20 ____ . LAND SURVEYOR'S CERTIFICATE \1 HEREBY CERTIFY THAT THIS PLAT OF LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. I PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR PARCEL NUMBERS: 145750-0085, -0090 RECORDING CERTIFICATE RECORDING No.---------------------------------------- FIU;DxFOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF (253) 333-2200 (FAX). 333-2206 SEE SHEET 2 OF 3 FOR ADDmONAL NOTES D LEY-MORROW-POBLETF, lNC. '·:_-_ __ ~---------------, 2006, AT -----MINUTES PAST _________ ,M. AND RECORDED IN VOLUME -·-------OF PLATS, PAGES -----------• RECORDS OF KING COUNTY, WASHINGTON. MANAGER -· ------------------------SUPERINTENDENT OF RECORDS P!D.E.S. FILE No. L03P0005 SHEET 1 OF 3 ~-.',.,··,•·· -' · __ ,,.__,_i_ __ • __ J'"'.'._J' 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ,NE: (253)333-2200 (FAX)333-2206 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 25 AUG '06 < 0 r i ;<eD-2 o ---Jo-()(q, LIBERTY GROVE CON11GUOUS A PORTION. OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. J4/",Twp. 23 N., Age. 5 E., W.M. Being a replat of lot 2 and a portion.pf lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King'County, Washington 200 - REFERENCES; GRAPHIC SCALE 0 100 200 • II I I . ( IN FEET ) 1 inch = 200 ft. MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTrj/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E 400 I ----@TACK IN CONC., IN CASE -. 1 1 (V1s1 TED MAY ·os) 9 ' I ' I 10 ' I 11 i j ' 0;H0USE ADDRESSES THE. HOUSE ADDRESS SYSTEM FOR THIS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL BE ASSIGNED F'OR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF 13600 TC> J3799"AND WITHIN THE RANGE OF 16000 TO ·liJ6Q99;FOR THE EAST WEST ROADS. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL tNTRANCE OF EACH RESIDENCE OR BUILDING IN /ACCORDANCE WITH KING COUNTY CODE 16.08. MITIGATION PAYMENT SYSTEM ALL FEES REQUIRED SY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WITH KING COUNTY C.ODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $ ___________ PER LOT, TOGETHER WITH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. ROOF DOWNSPOUTS: AU.\BUILOING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED .JO)Jl:{E PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWlNGS No., P,-fQi:>/'. ON FILE WlTH D.O.E.S. AND/OR 'JHE'KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIEO WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONffECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE;DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL'"COMPL Y WITH PLANS ON FILE. TRACTNOTE1 TRACTS '.' A", »B", "C", "O" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED ""USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS:.·. A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY "%COMPANY, Q'M:ST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KING COUNTY WATER ·,'!;DISTRICT #90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING •'THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THE°SE)EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT ATTACHED TO A BUILDING. 'KING COUNTY DRAINAGE EASEMENT AND COVENANT :AlL'cDRAINAGE EASEMENTS WITHIN THIS PLAT. NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A YP,.QLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM ?.il.NQ,SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF )~EASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAi"lTA[~ING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE<tBEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATE ,SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR :AC}IV!J]ES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES. CHANNELS, DITCHES, 80NDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THiS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN NJITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. ~-;,: ~UBLJC DRAINAGE EASEMENT RESTRICTIONS STRUClU8ES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT;BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRl.fCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY DDES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY .OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY . DEPA.~TMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWiNG) IN OPEN VEGETATED DRAINAGE FACiUTiES (SUCH AS SWALES, CI-IANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENTS:. ·~>j;y-,c~:. ·,,; 1::·'~'}THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 2, THEIF('SUCCESSORS AND ASSIGNS. 2. . THEPRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3,' s·ANO 6, THEIR SUCCESSORS AND ASSIGNS. '3.t;,'iJHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 8, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 7, i'THEIR~SUCCESSORS AND ASSIGNS. . .·. 4. .THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF Lots 1 §/ 10 AND 11, THEIR SUCCESSORS AND ASSIGNS. -5.'.CTHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTSJ.3 AND 14, THEIR SUCCESSORS AND ASSIGNS. ,§wt11~/~6~i~6D~~l~~1~ ~~~M~~6 C~~li~DA~~ :~fGTN/", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE ,'.7.({JHE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 18 THROUGH 23, INCLUSIVE, AND TRACT "C", SHEET 3 OF 3, IS HEREBY DEDICATED ";):NQ'\7:C>NVEYED TO THE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. ,c;;Ji,)J.~Tl;!f PRII/ATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF 'flOJS,:;24 AND 25, THEIR SUCCESSORS AND ASSIGNS. . .... , J<1f;{;:li1f8E:,0 PRIVA TE DRAINAGE EASEMENT DEPICTED ON LOTS 28/29, 30' AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER "fOF L01S :27, 28, 29, 30 AND 32, THEIR SUCCESSORS AND ASSIGNS. 10. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 33 AND 34, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS ,34 AND 35, THEIR SUCCESSORS AND ASSIGNS • . RESTRICTIONS FOR SENSmvE AREA TRACTS AND SENSITIVE AREAS AND SUFFERS DEDICATION. OF A SENSITIVE AREA TRACT /SENSITIVE AREA AND SUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LANO WITHIN THE TRA(;J/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE f?UElUC;;;!:JEAL TH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION O[,PlANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJECT TO THE TRACT/SENSlllVE AREA AND BUFFER THE OBLIGATION. ENFORCEABLE ON BEHALF OF THE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION 'MTHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WITHIN THE \TRA(;T/;iE!'l:>ITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL. REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE ,.KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE GQM~ON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR :OrHER'MSE'.fLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTHER DEVELOPMENT ''ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. SEE SHEET 1 OF 3 FOR ADDITIONAL NOTES ALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. AUBURN WASHINGTON 98002 PHONE: (253)333-2200 (FAX).333-2206 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.8. FILE No. LOSP0005 SHEET 2 OF 3 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 25 AUG '06 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington 0 PIN IN LEAD IN 1" IRON PIPE IN CASE (VISITED MAY '06) . i 30 I I I I w • oc::i l(') • • l[) co ('.J co 0 0 z ~ ~ .------,--~~......,_~~ Ol I~ 0 .... 30' u.i ,~--- ro . ~· ~ 2 co Ns9•34'39'1w:. -:. 110.00'. >TRACT•·'B'' STORM DRAINAGE SEE NOTE 7 SHEET 1 OF 3 .,:;N27'}0'18'1E·· ?S3.54' 6'=90'39'04j rR==25:00'.r .,L':::39.55' 503.07' <'i "s:r • 0 l(') • N 0 • 0 g ... z SE. .1,:,6TH. o,-• DEDICATED TO THE· PUBLIC IJSE l"1 01. FOR ROAD PURPOSES UPON THE -------~'§.8~553:13• RECORDIN(i~OF THIS PLAT -------- <'i .'<r ft 0 t[) • N 10 • 0 g .... 53.02' w • <'i "s:r • 0 l(') • NO • 0 0 ,- 0 z w • <'i~ • 0 t[) • NO • 0 g ,- z CEDAR PARK FIVE ACRE TRACTS GRAPHIC SCALE 50 0 25 50 100 w • 11 I i I ( IN FEET ) 1 inch = 50 ft. LEGEND KING COUNTY STANDARD MONUMENT (TO BE SET) '• BSBL BUILDING SETBACK LINE FF=XXX.X MINIMUM FINISH FLOOR ELEVATION SEE FINISH FLOOR NOTE RIGHT ,.77771 KING COUNTY DRAINAGE EASEMENT /////I SEE NOTE 11 SHEET 1 OF 3 PRIVATE DRAINAGE EASEMENT, SEE· PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.8. FILE No. L03P0005 CITY OF RENTON NAVO 88 BENCHMARK: CITY OF RENTON BENCH No. 2103 BROKEN BRASS SURFACE DISK ON CONC. STREET SURFACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 SITE BENCHMARK= TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962" IN THE CURB AT THE WESTERLY PROLONGATION OF THE LINE BETWEEN LOTS 15 AND 16 ELEVATION = 473.56 VOL. 15/91 ~ 3 CURVE TABLE CURVE oarA RADIUS LENGTH C1 23'07'31" 51.00' 20.58' IC2 89.'.5.9'26,ri k25.0Q'.1~ ;35.34' FINISH FLOOR NOTE RESIDENCES CONSTRt.lCTED ON LOTS 17 THROUGH 25, INCLUSIVE, AND LOT 31, MUST CONFORM TO THE MINIMUN FINISH FLOOR ELEVATION DEPICTED HEREON, UNLESS OTHERWISE APPROVED BY KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES. SHEET 3 OF 3 LINE TABLE LINE DIRECTION LENGTH L 1 N00'23' 39"E 22. 35' L2 N63'06' 48"W 59.68' L3 N63:06' 48''.W 7 3.14' L4 N69'00'oo"E 64.52' L5 N00'23'39"E 21.48' L6 N87'58'5o"w 20.01' DETAIL 'A' SCALE: 1"=20' ND 2 OF 3 FOR ADDmONAL NOTES -MORROW-POBLETE, INC. 726 AUBURN WAY NORTH ,6-UBURN WASHINGTON 96002 PHONE: (253)333-2200 (FAX)333-2206 01477CONFP ENQINEERINQ -SURVEYlNQ LAND PLANNING 25 AUG '06 LIBERTY GROVE CONTIGUOUS A PORTION OF VCL./PQ NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington LEGAL DESCRIPTION TRACT 1, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON; EXCET THE NORTH 100 FEET OF THE WEST 270 FEET; AND EXCEPT THE SOUTH 29 FEET OF THE NORTHERLY 129 FEET OF THE EASTERLY 70 FEET OF THE WEST 270 FEET AS PER KING COUNTY ENGINEERS SUBDIVISION NUMBER 6846, RECORDED UNDER RECORDING NUMBER 9410250673; TOGETHER WITH TRACT 2. SAID BLOCK 3. DED1CA110N KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SU8DIV1Sl0N MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST KING COUNTY, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. FURTHER. THE UNDERSIGNED OWNERS Or THE LAND HEREBY SUBDIVIDED. AGREE rOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD KING COUNTY, ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURrACE, VEGETATION, DRAINAGE. OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE Or THE ROADS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY rOR DAMAGES, INCLUDING THE COST Or DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF KING COUNTY, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT ANO IN ACCORDANCE WITH THE DESIRES OF' SAID OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: WM. WAYNE JONES, JR., PRESIDENT ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF KING U.S. BANK N.A. BY: I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT -----~-~6XJil;__!}.Q~!;.~-.!i..f!.:,_ ___ _ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE ___ fB[~Q~JiL __ OF _J..~.!S[8JQQ!;._Q.~~1.Q.e.M.l;..N_T..Jo.g,, __ TO BE THE FREE AND VOLUNTARY ACT _Of ~lLCH RARTY fOR, TH.; USf5__p.,ND-.P-UR120SES MENTIONED IN THE INSTRUME:NT:-- DATED _______________________ _ (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES ------------------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ---------------------------- SIGNED THIS INSTRUMENT, ON OATH STATED THAT _HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _____________ OF _______ !,L~..,_JL~.!$_!::!.,.._A...!. ___________ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ______________________ _ (SIGNATURE) TITLE (SEAL OR STAMP) MY APPOINTMENT EXPIRES ------------------ APPROVALS DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES EXAMINED AND APPROVED THIS -------DAY OF 20 ____ . DEVELOPMENT ENGINEER EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . DIVISION DIRECTOR, LAND USE SERVICES DIVISION KING COUNTY COUNCIL EXAMINED AND APPROVED THIS -------DAY OF ------------------------, 20 ____ . ATTEST· ------------------------- CHAIRPERSON, KING COUNTY COUNCIL CLERK OF THE COUNCIL KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -------DAY OF --------------------------, 20 ____ . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT No. 145750-0085, -0090 RECORDING CERTIFICATE RECORDING No.---------------------------------------- FILED FOR RECORD AT THE REQUEST OF THE KING COUNTY COUNCIL THIS ------------DAY OF -------------------, 2006, AT -----MINUTES PAST _________ .M. AND RECORDED IN VOLUME --------OF PLATS, PAGES ------------, RECORDS OF KING COUNTY, WASHINGTON. MANAGER ---------------------------SUPERINTENDENT OF RECORDS----------- KING COUNTY RNANCE DMSION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE ARE PAID IN FULL. THIS -------DAY OF --------------------------, 20 ____ . MANAGER, KING COUNTY FINANCE DIVISION DEPUTY NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYlNG CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WlTH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIF'IC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTlrlCATE ORDER No. 623423, DATED MAY 16, 2006, WAS RELIED UPON FOR DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS SUBOIVlSION, WHICH ACCORDING TO SAID PLAT CERTIFICATE IS SUBJECT TO THE FOLLO'MNG, AND OTHER, SPECIAL EXCEPTIONS. A. COVENANTS. CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED IN KING COUNTY ENGINEER SUBDIVISION APPLICATION No. 6846, REC. No. 941025067.3. 8. TERMS AND CONDITIONS OF CONTRACT F'OR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. C. TERMS AND CONDITIONS Or TOR CERTlrlCATE #76, REC. No. 20040623001597. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID PLAT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS SUBD1V1SION EXCEED THE REQUIREMENTS OF WAC 332-130-090. ESTABLISHMENT OF' LOT CORNERS IS BY RADIAL SURVEY PROCEDURE WITH INDEPENDENT MEASUREMENTS. 4. REAR LOT AND TRACT CORNERS HAVE BEEN STAKED WITH 1/2 INCH BY 24 INCH REBAR AND YELLOW PLASTIC CAPS MARKED "DMP INC. PLS 22962", UNLESS OTHERWISE SHOWN HEREON. THE STREETWARD PROLONGATION OF THE LOT AND TRACT BOUNDARY LINES ABUTTING STREETS WILL BE REFERENCED WITH A TACK AND BRASS WASHER IN LEAD MARKED "DMP INC #22962H IN THE CURB AT NO SPECIFIC DISTANCE FROM THE TRUE CORNER. 5. THE HOMEOWNERS ASSOCIATION AS CITED HEREIN IS THE LIBERTY GROVE HOMEOWNERS ASSOCIATION. THE ARTICLES OF INCORPORATION ARE ON FILE WITH THE SECRETARY OF STATE OF' THE STATE OF WASHINGTON. 6. TRACT » A" IS A PRIVATE TRACT FOR RECREATION PURPOSES FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF' TRACT "A". SHOULD THE HOMEOWNERS ASSOCIATION F'AIL TO PROPERLY MAINTAIN SAID TRACT "A", THEN THE LOT OWNERS OF LOTS 1 THROUGH 36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. 7. TRACT "B", A STORM DRAINAGE TRACT, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. ·c:--TRAer--"C";---A -SENSITIVE-ARE-A-TRACT, IS-HEREBY-DEDICATED-AND -60NVEYEE>-TO-Al.::L-THE-[;OT OWNERS IN_::-TI-IIS PL-AT~-~ ::, -- EACH OWNERSHIP Or A LOT IN THIS PLAT (LOTS 1 THROUGH 36, INCLUSIVE) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "c". THE LIBERTY GROVE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TRACT "c". SHOULD THE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT "c", THEN THE LOT OWNERS Or LOTS 1 THROUGH .36 SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. SEE RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS AND BUFFERS NOTE ON SHEET 2 OF 3. 9. TRACT "D" IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES F'OR THE BENEF'IT OF THE OWNERS OF LOTS 22 AND 23. OWNERSHIP OF LOTS 22 AND 2.3 OF THIS PLAT INCLUDES AN EQUAL AND UNDIVlOED OWNERSHIP INTEREST IN TRACT "D" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. A STORM DRAINAGE EASEMENT OVER. UNDER, ACROSS AND UPON SAID TRACT "D" IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 10. TRACT "E" IS A JOINT USE DRIVEWAY TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 18 AND 19. OWNERSHIP OF LOTS 18 AND 19 OF THIS PLAT INCLUDES AN EQUAL AND UNDIV1DED OWNERSHIP INTEREST IN TRACT "E" AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. A STORM DRAINAGE EASEMENT OVER, UNDER, ACROSS AND UPON SAID TRACT "E" IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 11. THE KING COUNTY DRAINAGE EASEMENTS SHOW AS !7ZZ} ON SHEET 3 OF' 3 ARE HEREBY DEDICATED AND CONVEYED TO KING COUNTY, ITS SUCCESSORS AND ASSIGNS. 12. THE PRIVATE SEWER EASEMENT DEPICTED ON LOTS 2, 3 AND 4, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNERS OF ADJOINING TAX PARCELS 145750-0086, 145750-0087 AND 145750-0088, THEIR SUCCESSORS AND ASSIGNS. 13. THE TEN F'OOT SEWER EASEMENT DEPICTED ON LOT 17, SHEET .3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS. 14. THE TEN FOOT PRIVATE SEWER EASEMENT DEPICTED ON LOT 17, SHEET 3 OF 3, IS HEREBY DEICATED AND CONVEYED TO THE OWNERS OF' LOT 18, THEIR SUCCESSORS AND ASSIGNS. 15. THE FIFTEEN FOOR WATER EASEMENT DEPICTED ON LOTS 17, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO KING COUNTY WATER DISTRICT No. 90, ITS SUCCESSORS AND ASSIGNS. 16. THE PLANTER ISLANDS (IF ANY) WITHIN THE CUL-DE-SACS SHALL BE MAINTAINED BY THE ABUTTING LOT OWNERS OR THE HOMEOWNERS ASSOCIATION. 17. THE ROAD AND STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE, PLAN No. P-4087 ON FILE WITH KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DOES). ANY DEVIATION FROM THE APPROVED PLANS WlLL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY DOES. 18. ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNERS. 19. THE STREET TREES WITHIN THIS SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE ABUTTING LOT OWNERS. LAND SURVEYOR'S CERTIACAlE I HEREBY CERTIFY THAT THIS PLAT OF RIVER LIBERTY GROVE CONTIGUOUS IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. PAUL E. MORROW P.L.S., CERTIFICATE No. 22962 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON, 98002 (25.3) 333-2200 (FAX) 333-2206 SEE SHEET 2 OF 3 FOR ADDmONAL NOTES · -MORROW-POBLETE, INC. 726 AUBURN WAY NORTH BURN WASHINGTON 98002 E: {253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING D.D.E.S. FILE No. L03P0005 SHEET1 OF 3 01477CONF'P 25 MAY '06 -~-------- LIBERTY GROVE CONTIGUOUS A PORTION OF VCA../PO. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Age. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington VJ PUNCH IN 1-1 /2" BRASS DISK IN CASE (VISITED MAY '06) PIN IN LEAD 200 • GRAPHIC SCALE 0 100 200 • II I I ( IN FEET ) 1 inch = 200 ft. MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTI-l CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. BEARING N00'29'00"E N8758'50"W 323.02' -,.-.. (/) • I <( ~, (lJ (/) '-' . (.) I w ·1 . ::.:: 0 :--' 0 "'· QI • • st I f'I st 0 °'• oNI z U') i i i i 1 I 1 I ! i ! i TRACT 'A' I I I I I I j I i i (/) i i 1 ~ G i i I <l i · I -------~er --· ---! j f-I ! i 3 W i I I {t I i 8/! ~ !~w l,io ~co, ..J,. lgcn ,o ·~1 'I w r-<DIJJ /~ ~d t; !ii~ ,• ~~II oA> I~ ~~i ~ .J /~~ lg I g f2 I :z I ..,_~ I 1 ~ ; l ! I ~ , ! j w I I I u i 1 I 1 i I i ! I I ! i ! I I I ! 1· I I LEGEND I ' i (P) CEDAR PARK FIVE ACRE TRACTS, • I ' VOL 15/91 / i 1 ! (M) MEASURED ! I (C) CALCULATED I i i i i I i I I I I I I I ! II ! I I 400 I I I BRASS PIN IN CONC., I , JilN 2" IRON PIPE, IN CASE , "X" IN BRASS DISK I , (VISITED MAY '06) I IN CONC., IN CASE 14 1309.11' 65 , , (VISITED MAY '06) c:g::v;N88'.37'40"W o ---------~--~---------_L._2?4,2~' ,~ L N88'37'40"W 1308.52'(M) i338.40'(P) ~23D24 K.C.S.C. PT. NO. 3764 SE 1AATLI ST PUNCH IN 1 /4" BRASS ROD .,...,, n , l,N CONC., IN CASE (VISITED MAY '06) REFERENCES HOUSE ADDRESSES THE HOUSE ADDRESS SYSTEM FOR TI-llS PLAT SHALL BE AS FOLLOWS: ADDRESSES SHALL SE ASSIGNED FOR THE NORTH-SOUTH ROADS WITHIN THE RANGE OF -----TO ----AND WITHIN THE RANGE OF -----TO ___ FOR THE EAST WEST ROAD. INDIVIDUAL ADDRESSES WILL BE ASSIGNED TO THE PRINCIPAL ENTRANCE OF EACH RESIDENCE OR BUILDING IN ACCORDANCE WlTH !<ING COUNTY CODE 16.08. MITIOA TION PAYMENT SYSTEM ALL FEES REQUIRED BY KING COUNTY CODE 14.75, MITIGATION PAYMENT SYSTEM (MPS), HAVE BEEN PAID. SCHOOL IMPACT FEES FIFTY PERCENT OF SCHOOL IMPACT FEES WERE PAID AT THE TIME OF FINAL PLAT APPROVAL IN ACCORDANCE WlTH KING COUNTY CODE 21A.43.050. THE BALANCE OF THE ASSESSED FEE, $ ___________ PER LOT, TOGETHER WlTH THE CURRENT ADMINISTRATION FEE, MUST BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. ROOF DOWNSPOUTS: ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO TI-lE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS No. P-4087 ON FILE WITH D.D.E.S. AND/OR THE KING COUNTY DEPARTMENT OF TRANSPORTATION. THIS PLAN SHALL BE SUBMITIED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGN A TED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FILE. TRACT NOTE: TRACTS "A", "8", "c", "D" AND "E" ARE CONSIDERED "TRACTS" PURSUANT TO KCC 19A.04.330. A "TRACT" IS LAND RESERVED FOR SPECIFIED USES INCLUDING, BUT NOT LIMITED TO, RESERVE TRACTS, RECREATION, OPEN SPACE, SENSITIVE AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED LOTS OR BUILDING SITES FOR PURPOSES OF RESIDENTIAL DWELLING CONSTRUCTION. EASEMENT RESERVATIONS: A PRIVATE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE LIBERTY GROVE HOMEOWNERS ASSOCIATION, PUGET SOUND ENERGY COMPANY, QWEST COMMUNICATIONS INTERNATIONAL, INC., COMCAST CABLE COMMUNICATIONS, INC., CITY OF RENTON, KIGN COUNTY WATER DISTRICT f/90 AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR TEN FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE, AND MAINTAIN UNDERGROUND PIPE, CONDUIT, CABLES AND WIRES WITH NECESSARY F'ACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITI-l RELATED UTILITIES, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION BY THE UTILITY. NO LINES OR WIRES FOR SAID UTILITIES SHALL BE PLACED OR PERMITTED TO SE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN A CONDUIT A TI ACHED TO A BUILDING. KING COUNTY DRAINAGE EASEMENT ANO COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERA TING, MAINTAINING. REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY KING COUNTY, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNERS OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN PRIOR WRITTEN APPROVAL FROM KING COUNTY REAL ESTATIE SERVICES, AND ANY REQUIRED PERMITS FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES FOR ACTIVITIES SUCH AS CLEARING AND GRADING, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.,) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL ---RUN WlTH THE LAMD AND fS BINDING-UPON -THl::--0WNERS-0F--BAIO-PRIVATl::-PROP6RT-Y,-THEIR-HEIRS,-S\JCGESS0RS AND-ASSIGNS-. -· PUBLIC DRAINAGE EASEMENT RESTRICTIONS STRUCTURES, FILL OR OBSTRUCTIONS (INCLUDING BUT NOT LIMITED TO DECKS, PATIOS, OUTBUILDINGS, OR OVERHANGS) SHALL NOT BE PERMITTED BEYOND THE BUILDING SETBACK LINE OF THE PUBLIC DRAINAGE EASEMENTS. ADDITIONALLY, GRADING AND CONSTRUCTION OF FENCING SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS OTHERWISE APPROVED BY KING COUNTY ODES OR ITS SUCCESSOR AGENCY. PRIVATE DRAINAGE EASEMENT COVENANT THE OWNERS OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE", HEREBY GRANT AND CONVEY TO KING COUNTY, A POLITICAL SUBDIVISION OF THE STATIE OF WASHINGTON, THE RIGHT, BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY KING COUNTY, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNERS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNERS OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS, FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT ANO ENVlRONMENTAL SERVICES PRIOR. TO F!LL!NG, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.), OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES, CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PRIVATE DRAINAGE EASEMENTS: 1. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 1, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO TI-lE OWNER OF LOT 2, THEIR SUCCESSORS AND ASSIGNS. 2. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 4 AND 5, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 3, 5 AND 6, THEIR SUCCESSORS AND ASSIGNS. 3. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOT 7, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOT 8, THEIR SUCCESSORS AND ASSIGNS. 4. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 10, 11 AND 12, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 9, 1 D AND 11, THEIR SUCCESSORS AND ASSIGNS. 5. TI-lE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 14, AND 15, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 13 AND 14, THEIR SUCCESSORS AND ASSIGNS. 6. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON TRACT "E", LOTS 17 AND 20, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 16 AND 17, THEIR SUCCESSORS AND ASSIGNS. 7. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 17 THROUGH 20, INCLUSIVE, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 18 THRIUGH 22, INCLUSIVE, THEIR SUCCESSORS AND ASSIGNS. 8. THE PRIVATE DRAINAGE EASEMENT DEPICTED ON LOTS 25 AND 31, SHEET 3 OF 3, IS HEREBY DEDICATED AND CONVEYED TO THE OWNER OF LOTS 24 AND 25, THEIR SUCCESSORS AND ASSIGNS. RESTRICTIONS FOR SENSITIVE AREA TRACTS AND SENSITIVE AREAS ANO BUFFERS DEDICATION OF A SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THIS INTEREST INCLUDES THE PRESERVATION OF NATIVE VEGETATION FOR ALL PURPOSES THAT BENEFIT THE PUBLIC HEALTH, SAFETY AND WELFARE, INCLUDING CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE LAND SUBJEcr TO THE TRACT/SENSITIVE AREA AND BUFFER THE OBLIGATION, ENFORCEABLE ON BEHALF OF TI-lE PUBLIC BY KING COUNTY, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE TRACT/SENSITIVE AREA AND BUFFER. THE VEGETATION WlTI-llN THE TRACT/SENSITIVE AREA AND BUFFER MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERvlCES OR ITS SUCCESSOR AGENCY, UNLESS OTHERWISE PROVIDED BY LAW. THE COMMON BOUNDARY BETWEEN THE TRACT/SENSITIVE AREA AND BUFFER AND THE AREA OF DEVELOPMENT ACTIVITY MUST BE MARKED OR OTHERWISE FLAGGED TO THE SATISFACTION OF KING COUNTY PRIOR TO ANY CLEARING, GRADING, BUILDING CONSTRUCTION OR OTI-lER DEVELOPMENT ACTIVITY ON A LOT SUBJECT TO THE SENSITIVE AREA TRACT/SENSITIVE AREA AND BUFFER. THE REQUIRED MARKING OR FLAGGING SHALL REMAIN IN PLACE UNTIL ALL DEVELOPMENT PROPOSAL ACTIVITIES IN THE VICINITY OF THE SENSITIVE AREA ARE COMPLETED. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE REQUIRED 15-FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. LUA-08-121 SEE SHEET 1 OF 3 FOR ADDmONAL NOTES -MORROW-POBLETE, INC. 726 AUBURN WAY NORTH 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. PLAT CERTIFICATE ORDER No. 623423, DATED MAY 16, 2006. BURN, WASHINGTON 98002 (253)333-2200 (FAX)333-2206 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. D.D.E.S. FILE No. L03P0005 SHEET 2 OF 3 01477CONFP ENGINEERING -SURVEYING LAND PLANNING 25 MAY 1 06 LIBERTY GROVE CONTIGUOUS A PORTION OF VOL/PG. NE 1/ 4, SE 1/ 4, Sec. 14, Twp. 23 N., Rge. 5 E., W.M. Being a replat of lot 2 and a portion of lot 1, CEDAR PARK FIVE ACRE TRACTS, Vol. 15/91 King County, Washington ----r.o>>---- PIN IN LEAD IN 1" IRON PIPE IJ',I CASE (VISITED MAY '06) GRAPHIC SCALE 50 0 25 50 • • • L 1 ( IN FEET ) 1 inch = 50 ft. LEGEND I I JO' I I I I I 1 :2 0 I!) N I I I I 30' 100 I KING COUNTY STANDARD MONUMENT (TO BE SET) BSBL BUILDING SETBACK LINE KING COUNTY DRAINAGE EASEMENT SEE NOTE 11 SHEET 1 OF .3 PRIVATE DRAINAGE EASEMENT, SEE PRIVATE DRAINAGE EASEMENT NOTES SHEET 2 OF 3 LOT AND TRACT CORNERS TO BE SET AS DESCRIBED IN NOTE 4, SHEET 1 OF 3 D.D.E.S. FILE No. L03P0005 0 CJ) Na9•34• 39"W 110.00' TRACT 'B' STORM DRAINAGE SEE NOTE 7 SHEET 1 OF 3 t.r90'39'04" R=25.00' L=39.55' N14'51'06"W 19.72' , N01 '50' 47"E -~~~--N_8J~l'.fZ''.._\IL 255.57' 6. 38' -----171. 54•------ VERTICAL DATUM: CITY OF RENTON NAVO 88 BENCHMARK: COTY OF RENTON BENCH No. 210.3 BROKEN BRASS SURF ACE DISK ON CONC. STREET SURF ACE, FLUSH. LOCATED AT THE CONSTRUCTED INTERSECTION OF SE 128TH ST. AND 156TH AVE. SE ELEVATION = 547.94 32 503.07' SE 136TH ST. TACK IN CONC., ------__ J:@.Z'§.8'50HW 653.1 J' IN CASE ________ T____ (VISITED MAY 1 06) b ") / I 150.~---, DEDICATED TO THE PUBLIC N8758'50'W 323 02' UPON THE RECORDING g N ~ l{) 0 30 f-J d 29 0 0 0 .- z CEDAR PARK VOL. FIVE ACRE 15/91 ~ 3 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 23'07'31" 51.00' 20.58' C2 89'59'27" 25.00' 35.34' 19 10 N89'36 1 21 "W 100.00· 11 N89'36'21 "W 100.00' 12 15 .,... T"'" w ;i.. • '<I-(]', f'") I") f'1 0) ~ 0 55.02' 0 0 (0 I.{) 0 0 ~ l() 0 0 ~ l() 0 0 ~ I.{) 0 0 ~ l.() 0 0 ~ I.{) CX) " oi co ~ " ~ w ~ I (0 C1> 0 0 0 f-0 Z<O I !1~ :2'~ ~I« ~'2 -~1~ I I I I I I I I I I I I I I I I I I I TRACTS LINE L1 L2 L3 L4 L5 L6 30' LINE TABLE DIRECTION LENGTH N00'23'39"E 22.35' N63'06' 48"W 59.68' N63'06' 48 11 W 73.14' N69'00'oo"E 64.52' N00'23' 39"E 21.48' N87'58'50"W 20.01' UJA-08-12.1 DETAIL 'A' SCALE: 1 "=20' 1 AND 2 OF 3 FOR ADDmONAL NOTES LEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX).333-2206 ENGINEERING -SURVEYING LAND PLANNING SHEET 3 OF 3 01477CONFP 25 MAY '06 KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. L06L0087 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LJNE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME. AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- ~DANC WI THE DESIRES OF THE OWNER(S) IN WITNESS R_EOF W ~\ VE SET OUR HANDS AND SEALS. BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ w_m.,_1'\'_!',..,W.l;;_!LQ.Nf'.__;, _ _Jr....., __ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRESIDENT ___ OF _ _L_AKERIQG..E D.EYE.LOPMENT.,__ Irie~--FQ_ BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY .FOR\ Pl:;JE USE~ AN[l\PURPOSES MENTIONED IN ~H/ INSTRUMENT. \"- DATrn_/Pj2-§.ph_-~--~~ \\11111111111 1 (:::ilGNATU ,,,',.t.\CHAc{ 111, ~ -1. ·~·-.. -1,0,, N 11~ 11 /it¥'6~,o~{ttt~~":;. t?aJ~t:-:j ---------------- ; ~ { 0 ~~~; rn} ~ § MY APPOI~:~~~~ _{j_ ~. 1 ~~Le_ __ _ :. i. : ~ '-f-!i-i--~.. ··~~ ":; -,,~ ···.061141 ,zs,,i::, •••• f...o ~ ,, ~ ···••ci••···· ~(':> ,, ,,,,,o,:, WAS'rl' ,,,,, ''''"'''''' STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P. LEE AND JOANN E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_ (Jc,,\,~(.,,_. ~00(, __ _ J~A4 _____ _ (SIGNATURE) r1 rt/ tr/:o.r J---------------- M Y APPOI~;~~~; _lfJ_::_l_~_:--~_1- LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 2006. -----J < .. 1 .... ,i::;::a'r-7,..J. RECORDER'S CERTIFICATE -------- FILED FOR RECORD THIS ___ DAY OF _____ , 2006 AT .M. IN BOOK ___ OF SURVEYS AT PAGE ___ AT THE REQUEST OF PAUL E. MORROW SURVEYOR'S NAME MANAGER SUPT. OF RECORDS RECORDING NO. APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS / sr _ DAY OF NOVE.MSef!. ,200.fo. APPROVAL NOTES: VOL./PAGE ~1ro~w~A~-~~;----- THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE D.D.E.s. CHIEF LAND SURVEYOR KING COUNTY DEPARTMENT OF ASSESSMENTS LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 Ill -0 50 100 • : : 1 i"lch -100 ft. EXAMINED & APPROVED THIS ___ DAY OF ________ , 20 __ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00' 100.00· 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B'' (PARCEL No. 145750-0095) 'THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES l. ~1'¥::-&JUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EfY\fLOrlN:= CoNVE,.NTlONAL TRAVERSE PROCEDURES USING A TOP CON 2110 THEODOLITE wm.i.1~:p\~TANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. /:ILLM~~ ARE IN U.S. SURVEY FEET. 2. 'fU.lf"IC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAl. PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTION A. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. 8. TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 11 K.C.S.C. PT. NO. 3744 [:::():::::] "BROKEN" 3" BRASS DISK 1~ IN CONC. @ SURFACE I; (VISITED MAY 'D6) I w PUNCH IN 1-1/2" • BRASS DISK (I),-../ CXJ IN CASE ~ 6 ~ (VISITED MAY '06) a::-;_ C',l <(~ b W '<I-0 mm z C',l u.. I{) 0 (/) 0 cn--:-- <( u CIJ ui ..._, . u }'-I:,,! 0~ QC',l OJ st: C',l ..;- om OC',l/ zlO l{) 0 ~ ,~ C',l w ~ CX) ,-1 0 0 z PIN IN LEAD IN 1" IRON PIPE IN CASE NS7'SS'ZO"W (VISITED MAY '06) 1306.89' . o . 0 w8 CJ) oci t') ~~ <(}'-I ~~[ Q,-1 (00 T-0 z I") 30'1-- I ,~ -~ :.- r--N cri -w-: C',l(';J I") C') PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. SE.,W.M. SE 136TH ST. _ ·N87'58'5o"w 653.13' c___ __ _ TACK IN CONC., IN CASE (VISITED MAY '06) ----0 --- 593.12'(C) 59269'(P-) - N88'03'33"W A. 593.25'(C) 594.59'(P) LOT "A' NEW AREA: 191,888 SF± OLD AREA: 195,304 SF± I <Ow ,. 'j lqo;i I ( (0~ t. ' NI") ............ ............ C? ~ ...... ,....... cow -....,, ', rr) V.I _J ' o"n 25' PEDESTRIAN ',, ' / ~ LLi WALKWAY EASEMENT ',, > }'-I REC. No. 20050516000096 ' }'-I<( ;:::j ~O w (/) <( u LO NEW ADJUSTED LOT LINE\ ~ r-1 ~ N N8748'19'W 255 56' NS 7 o 5 ·39•w N87'38'20'W n ° <O Zg f-·-=-==-==~-ri=-==j~~-~~~-~·,~·-tt~1~a~2f.9~3~' ~~~G;~~155i.oo~·~.....;Jn ~ T- LOT [ N88'08'27"W 593.39'(C) 596.68'(P) -. ,.--b OLD LOT LINE ~ BEING ADJUSTED LOT 'B' OLD AREA: 97,669 SF± NEW AREA: 101,085 SF± N88'10'54"W 593.46' "B" KCBLA I L99L3025 REC. No. 20000124001848 -~--654.26' N88'37' 40"W 1308.52'c-:-(M~)-1-33-8-.4-0'(P) SE 144TH ST. 30' LOT "A" DALEY-MORROW~POBLETE, INC. CUE.NT LAKERIDGE DEVELOPMENT, Inc. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING PROJECT P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN SCAff 1" = 1 oo· DRAWING 01477CONLLA DATE 28 SEP '06 JOB/ 01477 200 I SHffT __ 1_ 1 OF __ _ LUA-08-12.1 KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. L06L0087 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THl'.:i ADJUSJMENT TO B.E 1HE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID' ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- ~_DANC WI THE DESIRES OF THE OWNER(S) IN WITNESS EOF W rj VE SET OUR HANDS AND SEALS. \ BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ W.m_,__iV_t.__mi;_!L_Q_NS:J?_.!!f..!./ __ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRESIDENT ___ OF _.!...A~l;_R_LQ_G_l;_J.)_E.YE,l,,_O_F_ME:_tJ_J.._Jn_.9..,_ __ N_ BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY J="OR\ Tl;;!E USE~ ANCf\PURPOSES MENTIONED IN ~H/ INSTRUMENT. \"- DATED_/_f)-/-2-_t.-1_QkJ_ __ _..____ ~.~~ \\\llllllll,,. (::;IGNATU . ,,'\~\CHAE:t, .,,,,, IY ~~~~~~~ t~~~1 ---------------- :s:i: [0 NOTARY ~1 ~: MY APPOINTMENT / LJl#"'~I{) ::: : PUBLIC : : EXPIRES _L/_ _ _f!L __ _ ~ \ . -~~... . ... ~~ ,:. "'>-··./;6/141'l0'~···· ~o .:-:.,, ~ ........... ,G ~ ,,,, O,: WASy..\'~\,'' ,,,,,111,,,,,, STA TE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT STEVEN P. LEE AND JOANN E._LEE _ ARE THE PERSONS WHO APPEARED BEFORE ME. AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMEN~ J~J.4 ____ _ (SIGNATURE) Tl T&'l_flfo_r J---------------- M Y APPOI~:~~~; _l~_::_l_~~-Q-'- LAND SURVEYOR'S ·cERTIFICA TE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 2006. RECORDER'S CERTIFICATE -------- FILED FOR RECORD THIS ___ DAY OF _____ , 2006 AT ___ .M. IN BOOK ___ OF SURVEYS AT PAGE ___ AT THE REQUEST OF PAUL E. MORROW SURVEYOR'S NAME MANAGER SUPT. OF RECORDS RECORDING NO. APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS /ST_ DAY OF NOVl!MS1:f!.. ,200.fci. APPROVAL NOTES: VOL/PAGE ~~~A~-~~~----- THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE o.o.E.s. CHIEF LAND SURVEYOR KING COUNTY DEPARTMENT OF ASSESSMENTS LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 Iii -0 -50 ! a 100 : 1 inch -100 ft. EXAMINED & APPROVED THIS ___ DAY OF ________ , 20 __ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN= WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS= THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00· 100.00· 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES l. ~Nt'::-f3oUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS E:JY\ft0!1~ CoNVE:NllONAL TRAVERSE PROCEDURES USING A TOPCON 211 D THEODOLITE wrm-1tt{~ ... .'t'\~TANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ~M~$tl'S ARE IN U.S. SURVEY FEET. 2. 'ft,C.IFIC l~ORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER. SPECIAL EXCEPTION A. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 t1 K.C.S.C. PT. NO. 3744 c::o::::J "BROKEN" 3" BRASS DISK 1f IN CONC. @ SURF ACE i; (~S\1ED MAY '06) I w PUNCH IN 1-1/2" ,-. • BRASS DISK }2 s-1 ~ IN CASE z .._.. a, (VISITED MAY '06) it: ';-['< <( ~ 0 w-st o Q) Ol z N LL. LO 0 en o V5~ <(u Q) ui '-' . u ~~ 0 :-" ON -""' Ol • N"1- 0°' 0N1 z L{) l() 0 st' I i'J N w ' ~ i:o N b 0 z PIN IN LEAD IN 1" IRON PIPE IN CASE N8 T 55 ,20.,W (VISITED MAY '06) 1306.89' o - w8 Cl) oci n '<0 ~N <(~ j!:~1 Or'I (00 ,-0 z 0 n 30'1-- w I ,~ I~ I~ -,_ T- "C\I oi~ NC\I nc-, PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. SE 136TH ST. _ N87'58'50"W 653.13' ~--- TACK IN CONC., IN CASE (VISITED MAY '06) ----0 ---593.12'(c) 59.2.!W(P-) - Naa·o3·33"w A. 593.25·cc) 594 _59 ,(P) LOT 'A' NEW AREA: 191,888 SF± OLD AREA: 195,304 SF± 0 n '.q- <0W ci Cl) n ,~~ ~<( .~o NEW ADJUSTED LOT LINE\ W n z ~ ·-N8748'19'W 255 56' Na 7 o5 •39 •w N87'38'20'W ~ ~ ~ Zg f=-=-=-=-=~-r~~7~~· ~~i--~--~~~1~a2~.~93~·~~~~:i1ssi.09i' 2..Jn ~ ..... [ N88'08'27"W 593.39'(C) 596.68'(P) -".--. b OLD LOT LINE ~ BEING ADJUSTED LOT 'B" OLD AREA: 97,669 SF± NEW AREA: 101,085 SF± N8a·10·54"w 593.46' "B" KCBLA I L99L3025 REC. No. 20000124001848 30' LOT "A" -.,--,,------654. 26' N88'37' 40"W 1308.52'-(M_)_1-33-8-.4-0'(P) SE 144TH ST. DALEY-MORROW--POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CLIENT PROJECT LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN WPf-o 8-t 2-1 200 : ------"·---· --. ~ "--------------------~- KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. L06L0087 DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HA VE SET OUR HANDS AND SEALS. ~ A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STATE OF WASHINGTON COUNTY OF KING I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ W.m.,__1'/_p._Y!j~_J..Q_ti.~_.i!f...,_,__ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRJ;:SIDENT ___ OF _.l...8.l~.ERLQG.E...J:>.EYE.1..QP...ME_NI.._Jn...9_,_ __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY l"OR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _____________ _ (SEAL OR STAM ) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES ----- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _$.Jg_~t'i_l.'..,__J..&:,E_A.t!..Q...J_Q,8~~-E.,-L_~E;_-ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED_~~!_2.0_f)~----- '1a.4M4 M-21?~---(SIGNA TURE) TITL~O.J.-~------------- MY APPOINTMENT I 'f j_ EXPIRES _ I :l. ~_-:_Q __ LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN SEPTEMBER, 200 () k ----~-~~~~~==~-~------------- CERTIFICATE NO. 22962 RECORDER'S CERTIFICATE ------- FILED FOR RECORD THIS ___ DAY OF _____ , 2006 AT ___ .M. IN BOOK ____ OF SURVEYS AT PAGE ___ AT THE F~EQUEST OF PAUL E. MORROW SURVEYOR'S NAME ----·---MANAGER --------SUPT. OF RECORDS -- APPROVAL NOTES: APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES RECORDING NO. VOL/PAGE APPROVED THIS ____ DAY OF _________ ,20 __ . THIS REQUEST QUJ\LIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE ~ UNIT, LAND USE SERVICES DIVISIO;-- D.D.E.S. CHIEF LAND SURVEYOR K G COUNTY DEPARTMENT OF ASSESSMENTS LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 0 50 100 200 11 • 11 l:1&at ___ __,I 1 inch • 100 ft. EXAMINED & APPROVED THIS ___ DAY OF --------• 20 __ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NUMBERS: 145750 0090 & 0095 MERIDIAN= WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00' 100.00' 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON. Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCAIPT10NS LOT "A" (PARCEL No. 145750-0090) LOT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF LOT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DA TED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE , CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 11 K.C.S.C. PT. NO. 3744 t::-0:::J "BROKEN" 3" BRASS DISK 1i4 IN CONC. @ SURF ACE l; ('1SITED MAY '06) I: PUNCH IN 1-1/2" ,...._,... IN CASE ~?,m (VISITED MAY '06) ll::~ (',j ci, lb:l /BRASS DISK 4'. '-'! o PIN IN LEAD liJ °2J; o IN 1" IRON PIPE u.. ~ z IN CASE o O ;< NS7"55,20.,W (VISITED MAY '06) ~--:, 1306.89' o <( () CD vi .._,, . u w· . ~ 0 ::--- 0 N . v ~~ 00> 0N1 ZU) in 0 ~ I :2 N w : ,-v 0) fl 0 0 z ~! ·:2 ~(',j <(}'-1 j!:~1 ~~ ,-0 z b I') 30'' w I ,~ ~~ gj~ I') C? -- PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23'111., R. 5E.,W.M. SE 136TH ST. _ N87'58'50"W 653.13' ----TACK IN CONC., IN CASE (VISITED MAY '06) --------o ---593.12'(C) 592W(P) l{c -- N8s·o3'33"w 593.25'(c) 594.59'(P) .LOT/A\. NEW AREA:-19.1,888 SF± OLD ~REA: . 195,304 SF± b I') -- , I ·1 , I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ J I t8lfc5 I lj (Ooo / (\I Co,! (. ', --~, ............ ' , .. ,1 ' ', ,............ ..... ............ 25' PEDESTRIAN...:...:::./ ',,, ,, WALKWAY EASEMENT ',, REC. No. ,,20050516000096 ,, ~ L{) NEW ADJUSTED LOT LINE ·oN -N87"48'19'W 25556' 0 '·'.~f;JS.'.· .. '.·.· ... ·· .. -n···.·1·.s'·P52 .. :~-.· .. ,.Vt. ,N8Z'381 '20"W .. a 0 Cl'.'. w (/) d v(/) <O (/) I',.<,:: (.) z t<Jil::Lu,......, z-,,....._ !llCfl<0 0 •<O , I c:i: (•.)c(.? () W 0 z st a... 0 ----z-. . -. -"" .93' % ·•·,·155"·· i .. 2 --7--NBBU8~77w 59~39'(c) 59M8'(P) -:.._:... _:···::_ _:OO · OLD LOT LINE BEING ADJUSTED LOT 'B' OLD AREA: 97,669 SF± NEW AREA: 101,085 SF± "--,..>-:;?; a:>-I ;~~; ~!; 130' rL_O_T_.;.."_B_"~K~C:;. ;;B;7L~A~~~~8@~8;·~~0L~·::4:~~:~5:59~3~.j4~6~' -----------.J 30' ;~: .::::>-,.> O'.:z> j REC N m · Ya..~=~ m_,.__,. · o. 200001 24001848 LOT "A" 00 I \ l ~6~ ~I'--1309.11~ L x~~ 23 N88'37'4oiJ0 ----654·26 ' 654.26' =~-13 N88'37' 40"W 1308.52':--:-(M-:-)-1-33_8_.4-0'(P) SE 144TH ST. 23 24 DALEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CU£Nr PROJr:cr LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR= LAKERIDGE DEVEL<)PMENT SITE PLAN 11----:7"'~~-+--s-CA-L£_1_" _=_1_0_0_' ---l--- 0 RA_ 111 _ 11 'G __ o_1 _4_77_c_o_N_L_L_A_j SHEU 1 DATE 28 SEP '06 JOB/ 014 77 UF __ 1 _ KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT N O .w6JiQX_:.'Jf{tl,1:-.'.~~:8· · ,if> ftlfJJf!ll .-~.-.:"',1~,r:;tti:,s1t:::-«, ..• ~~J::i&-..~~;..,,-}JVzz~-:t:'JJ:Jr;.-Iil DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr .• TlllE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HA VE SA TlSF ACTORY EVIDENCE THAT _"'"'1/.f..r:n.,_ WA...Y.t:lL.J..QN~~_.!l.,r..=.,.,;;;_ SIGNED THIS INSTRUMENT, ON OATH STA TED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ PRESIDENT __ OF _.l..AI.SE..FilQ.Q.E..J)J;;YEJ..QE_M.EJ~.ff._ln_Q,__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DA TED _____________ _ (SJ:;AL OR STM4P) STA TE OF WASHINGTON COUNTY OF f<ING (SIGNATURE) TITLE MY APPOINTMENT , EXPIRES --------- I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT _;,.JE_Vf;._N P. _LJ;:.f;_AfiQ.....J.Qh.t:l!':LE,_b.EE _ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___________ _ (SIGNATURE) -4St 6,L OR SiAMf't---TITLE MY APPOINTMENT EXPIRES -------- LAND SURVEYOR'S CERTIFJCA TE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WlTH STATE AND COUNTY STATUTES. IN .................• 20 ....... . CERTIFICATE NO. FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF PAUL E. MORROW ·······suRVE:°Yo'Fts··NA~i{'··· ........... " ...... ~ .............. . MANAGER APPROVAL NOTEE~ APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES RECORDING NO. VOL/PAGE APPROVED THIS ----DAY OF _________ ,20 __ . THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 0 50 100 200 -•~=•c-=•.t=-~-=-ll&l4-t=====1 1 inch • 100 fl KING _9.R:i.WTY DEPARTMENT OF ASSESSMENTS EXAM~D & APPROVED THIS ___ DAY OF --------' 20 __ -----------· ------------------------ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN:' WASHINGTON STA TE PLANE NORTH ZONE HPgN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00' 100.00' 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL 15/91. OLD .LEGAL·DESCAIPTIONS i ;1LQT1'..'.A'~~(PARCEL No. l45-;75Q;,c:0090) _. r ;:lEACT}2;;tB1,.QGK,,3,:; CEDAR PARK. ,FIVE, ACRE. TRACT~,, ACCORDINi;; TO THE,,. PLAT THEREOf},RECORDED IN VOLUMEll5J,OF PLATS, PAGE 91, IN ,KING; COUNTY,·· WASHINQTQN. ,. ,,__.,,,·_... • • • • • • • I LLOL~B~:.~(PARCEL No. 145750-0095) ,, ,.,, . -'_'i'-!.c';.:,,> THEJt~98Jtld:iALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING: TQ ffHE;PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PACE 91, IN KING COUNTY, WASHINGTON. ,£:s<c,;Y, ,NOTES ... 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY OMP, INC. IN 2006. ,ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DA TED AUGUST 29, 2006 WAS RELIED UPON F"OR THE DISCLOSURE OF THE VESTING OF TITLE TO 11-IE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJlJSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND 011-IER, SPECIAL EXCEPTIONA. A. TERMS AND. CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001.5~7.jf f C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION Cl;IARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. I PORTION OF ,NE 1/4 of.SE1/4,,SEC:>114,1,T.,23N.tR. SE.,W.M. ,,;z$1;~61H ST. _N87'58'50"W 653.13'.• '-'----TACK IN CONC., IN CASE ____ (VISITED MAY '06) 0 -·--·--. .---, ~ ..;. I~ N w • .~ (0 f-1 0 0 z I'" C:I C> w et: (fl '<f" (/) <3 (!) (/) • I'.<( (.) z t'l a::w.,.... z -,..... ID(f)m O .co I 0 , ~o <.>Wo z-.t·---a..· '-,z >-~ a: >-i--: ,..· -,<e <( 0 • -·200 O::g,;o 1 \·. N88'10'54"W"593 46'1 :r w (/) w ·; .. . 0u;o1-(fl• 1-l . . KCB O.z; ~~ Z~,::E i <J5;°~ :N~ ·30j LOT±•" ·~ L~_ L99L3025 :.:a..:'::' m~,._.. 1 ·'' . .REC. No. · 20.000124001 848 ~' 1309.11\ 1 23 ,,N8$'37'4o~------654.2,.,...6' __ _ ,-. ' ' . . N88'37'40"W 1308.52'.(M) 1338.40'(P) . EY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH UBURN, WASHINGTON 98002 NE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING 1SE 144TH ST. CLJENT PROJECT LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN DRAWN f/Y SMR = 1" = 100' DRAWING 014 77CONLLA 1 lt------+---------1----------1 SHcll --- APPROVFJJ DAT£ 31 AUG '06 JOf/# 01477 OF •. ,1 -08-12-1 V KING COUNT'(, WASHINGTON BOU~IDARY LINE ADJUSTMENT N 0. ________ _ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIOGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr .• TITLE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ Wm. WAYNE JONJ;Syr...., SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ PRESIDENT ___ OF _J...a~Flli2.QE....D..EYEJ..QP..Mf:__N..L....!.ruc..__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DA TED ______________ _ (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES --------- I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT _.S_TI;,y',E_tLP...__l..J;:.f_AtiQ.~.9~1::!!:L~-6.~--ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT ANO ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DA TED ___________ _ (SIGNATURE)-- (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES --------- LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN ................. , 20 ....... . CERTIFICATE NO. RECORDER'S CERTIFICA 11: .................... "" ....... ._._,_ .......... ._ ........... . FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF........ AT PAGE., ....... AT THE REQUEST OF PAUL E. MORROW ·······suRVE°YC>R··~f.NA~XE°'''" ... surr:··oi='.R°f:':coRos······ APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS ____ DAY OF _________ ,20 __ . SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF -------• 20 __ --~--~----------~ ---~-----------~--KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M} (P) 100.00· 100.00' 100.00' BEARING N00"29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL 15/91. APPROVAL NOTES~ THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. RECORDING NO. GRAPHIC SCALE { IN FEET) PORTION OF 100 -- VOL/PAGE 0 50 100 • 1/lifiM 1 inch • 100 fl NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. 11 K.C.S.C. PT. NO. 3744 [::::O:::I "BROKEN" 3" BRASS DISK 1:1' IN CONC. @ SURFACE :--(VISITED MAY '06) Ii PUNCH IN 1-1/2" w----1~ /~Ri11l1SK ~~ m (VISITED MAY '06) Ck:~ N <( <'! o PIN IN LEAD w j; 0 IN 1" IRON PIPE en N 2 IN CASE \:; lt'l 0 , NS7'55•20HW (VISITED MAY '06) g;i r-;, 1306.89' o <( (,) 9 SE 1361H ST. _ N87'58'50"W 653.13' -----TACK IN CONG., IN CASE ____ (VISITED MAY '06) 0 0) vi ,-, ~o r-~~~~~~~~~59.3.12~~;:;:;~~~-~~~~~~~_Jo:__ 1"x I s · I') g~ 30, 93.12 (C) 592.69'(P) ' ""' ~-.i: 0 C)) 0N1 zl() 30' cso p...'<-- 200 I r-----=-~~N::::.:ss~·o~3~'3::.:::3:..,:"w~s~93~.~2s=-·c~c~) 15~9~4.~59~,~(P~):--=i:-::r:::::::=~j __ -----,------------~-_,-~---------,-... -~~ '·---1 -, -----1------------------- OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. All MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TOR CERTIFICATE #76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. EXPIRES: 04 APR '07 io 0 »J! --t ,~ N ·:2 w ~; • ... '<t <O ~~I f',I 0 0~ 0 z (DO ....,o z ~~ I') C') w = I I I I I I I I I I I I I I 2-: l I I LOT'A" l l OLD AREA BEING ADJUSTED I i 195,304 SF± I I fB(Q NEW ADJUSTED AREA / [j <O~ 191,888 SF± <..._ "--. ~~ .. ---,. .. ,, .. '',,, 25' PEDESTRIAN__; ',, ' WALKWAY EASEMENT ',, REC. No. 20050516000096 " ~ NEW ADJUSTED LOT LINE\ N8 ~ -N87'48'19"W 255.56' -. __ \ 7'05'~'W N8738'20"W Z N88'08'27~ 593.39'(C) 596.68'(P) -• g--------r-----182.93 -·----15509· c, OLD LOT LINE ~'. ~ BEING ADJUSTED "'"1,:0 < ~tq LOT "B" ~~: J~ ~~ OLD AREA BEING ADJUSTED t')a:::w,,..._ z-.---. . ,._ 97,669 SF± m(/)(!) o .w I g~.jP <.>~p 3 NEW ADJUSTED AREA i-: >~~ ~a:~ 101,085 SF± 0..2· ~~ 2 5~ l . -·00 ii: o:: N88'1 O' 54"W 593. 46' 0 :r:5 w vi -8 r-----;;~;,---;-jf.=:::~:l:~~~L-_________ _J vl§l0ui ~'Nm 30• ,, ,, KCBLA L99L3025 30 , ~ir'.£~ ~;i;~ LOT A REC. No. 20000124001848 LOT "B" ~ 1309.11\ 1 _ 654.26' 23 N88"37'40~~--- N88'37' 40"W 130M2':-,-(M_)_1_33-8-.4-0'{P) SE 144TH ST. DJ~LEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 PHONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CUE/ff PRQ./f:CT {}f/;,W/1 BY SMR APPROYW LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMEITT FOR: LAKEAIDGE DEVELOPMENT SITE PLAN 1" = 100' DRAWING 01477CONLLA IM/I" 31 AUG '06 JOB/ 01477 SJ-/£Ef_..:__1_ OF 1 -o a-12..1 .. .. .. .. ...... ·--":: .. _ .... _. I'.::-= N.·. -~ • ·•• i! -·... ~ -:. .. .. COUNTY, .. --.: - 8"-C) UlJD·A R Y LI N E .. .. .. : ........ ADJ l),S.TM L f\J T NO.:/-L06L008 / APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES APPROVED THIS /ST_ DAY OF ,.AJOVEM.Be~,200~ . ~~A~-~Vl~~~----- o.u.E.s CHIEF LAND SURVEYOR KING COUNTY DEPARTMENT OF ASSESSMENTS APPROVAL NOTES: THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES t'-IOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL. TRAf\JSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP . RECORDING NO. llSllDi 9 0006~~ GRAPHIC SCALE ( IN FEET) 100 • - VOL/PAGE 0 50 1DO 200 • : : j 1 inch = 100 ft. 5 .. .... r-·· ... EXA~A!NED & APPROVED THIS JX.~. DAY OF· 1~~.d.L, 2012&,. . . . . . .• .• .. . . _ .... : ~o_.:tt.· __ t:!!2!2.!g_________ 1;;.d.~!l-11211.~---PORTION OF KING COUNTY ASSESSOR OEPU I Y KING COUNTY ASSESSOR ··"::: ' -. .-·-· PEC.lARAitON·· .. · .. -·. · ... ::=· _ ..... -. _-. ACCOUNT NUMBERS: 145750 0090 & 0095 NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. " ... '".•:: ! : •. : .... : ! I ·' . .. KNow ALL .M£N BY .THESE PR~EN.i-?/ ·w~AT wE rnE::tJNDER- s1cNrn QWNER(S). OF THE I ~ND HEREIN_: DESCRIBE[)" DO HEREB~·1'··' ·. ·.: .. MAf<E-=k BOUI\JDARY LINE AD0USTMENT.·:fHEREOF PURSUAtH'TO . ···: .. ·rcw 5R.17.04Q:AND DECLP;RE THIS t\i.".iJUSTtv1nrf· TO)JE.ll~E . ···:.. MEAIDJAf1i=".-~ .. -........ ==· .. GRAPHIC REPRESENTATION OF THE .'SAME, ANU THAT SAID ·.-· .::.- 11 K.C.S.C. PT. NO. 3744 c::-0::1 "BROKEN" 3" BRASS DISK 14 IN CONC. @ SURFACE ADJUSTMEN{·j? MADE }irn-1 TH:=:: f.R.EE coN_~t~n .Al'io IN AC:-,,,,-·-··=.-.:·= wAs~:N~Jg~_JI:i-).~~::P.}{~\ji.~~ll~ ;1.0_~.\:-- . \B~~.DANCE,\Wl,14; ·.11:"lf :··DESIRES Qf. THE OVyNER(?.)" IN WiTNE~S :: _.·.: .--~--/ ' .-:·' ·' '->:·· X;H'R{OF fw~\ Pl~r:-··::sET OUR t:tANDS ANEY SEALS -~· ...... :. .-/BAS)§> OF BEARiNQ.S= . ._..-:/ ........................ :: .. :!,ri (OSITED MAY '06) w PUNCH IN 1-1/2" ~ !' BRASS DISK i \ j \ / .:··THE NORJ-rf/SOUTH CENTER J.;!NE &····::-::· ' . \I ·::, ..... _..~ .·."· SECTION.S'EC. 14, T-?3N, R.-;5F,-~.M. i:2 ;i' 'fl IN CASE z ::--m (VISITED MAY '06) ~ -,.i --~-.• =: . ..::.f}". ..· NT, Inc. A WASHINGTON \cORPORATlON BY: Wm. WAYNE JONES Jr., 1lTLE: PRESIDENT STATE OF WASHINGTOl'J COUNTY OF KING I CERTIFY THAT I KNOW Oi""'. HAVE SATISFACTORY EVIDENCE THAT Wm. WAYNE JONES Jr-"--SIGNED THIS INSTRUMEl'JT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRESIDENT ___ OF _LAKERID~ DEVELOPJAENI~ Inc. _ JP BF THE FREE ANO VOLUNTARY ACT OF SUCH PAR I Y ifOR\ TI;!E USE)·. ANDf\PURPOSES MENTIQl,IED IN THE; INSTRUMENT. 1'"· ' ' I t I. DA TED /t_)(:J. f. / Ol-, _" ___ _ f l :,,,;.\tUilii1 1,, ~, .. ~\\GHAc1_''•i · '\.' ~· A.",· ~,.,...r.. ••••••••••• ·"'o"""' ~ V •""\ss\ON ~·\.,. A'\~ if ~!,~~OR STA14f°.j°S:> ~ ~G!}. <5' 1f1~ 04'> ::;:q; :0 NOTARY rJ>: ~:; :;; t PUBLIC j ::; -:-\ : .:- 6:, ~ bee.ii ' ,/'o ~~ ";'. .,,~ • • .06114f;.o\'l •' Ao~ ~1".'? (;-..... ~Q,cigp_.il ... <)I 0 ~' .,,..,.,.1 Ot:: WAS'«\~,,'-' 11,1,umi''\ .. .. .. ST A TE OF WASHINGTON-:·. • : · .. .. .• .. ·' .. .. ._.:.--:·BEARING NOQ'-29.'.G(tE .-:-~ -· ... -.. :-.. : ... ---.·.=::·_- •• ,, = · LEGEND ::=·· :·:· <C ~ o PIN IN LEAD w -.i-o IN 1" IRON PIPE ~ gJ z IN CASE . ,_j~ --.:- . ·.. . . -:-- SE 136TH ST . _ N81'58'50nW 653.13' ---- K.C.S,E.::° KING .S°~~TY SURVEY 1,<6.NTROL \=.: . ·. · .. ~~,-. : . · .. _._.) ~~-' -.... _ ..... _. .-.-t . .. · ·.~ .. _,-.· .. i <(U 0 ~=o ~N~~b~~~~~'.~r~I-SITED-MAY '06) ~j r ·---- TACK IN CONG., IN CASE (VISITED MAY '06) -------_ -·-0 .(B) CA~_G:CJLATED • · (M} ·.. t-4£ASEURED • . . ,::·· .• (P) · ·. ·. ·:trnAR PARK n0i:: ACRE TR/1<.t~s. voL .. r.si91 100.00' OLD DIMEN?ID:~; BEING AO;JU-~TED · .'. 100.00' EXISTING DIMEN'.SIP.N ro."·REMAIN _:·:-· -·-. . . 100.00' NEW ADJUSTED DIMENSION .:_: . : : ·. . . .. .. ·.: -:-· ::- REFERENCES .. ,• 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. L07:UNE ADJUSTMENT CEfHIF!CATE ORDER No. 626206 DATED AUGUST 29, 2oo·s~_.. .. .. --_ .. -.. -.. -.. ....... /;~ t 10' f --:·-..: : : --; -593.12'(C) 592.69'(P-) ---- .. , , fJ ';;/. : . ~ I .-:·· . : .: .. gJ ~ . ·.. (. .-:·· g gi I I . : ; : . -:·-=· ... _.-· ... zlD 1;==· .. ...... ---·--;· .. _-:··-=--€ ·.- .. .-:·· ,;;·_=.:.· . . .. -:-••· ._ .... :- ::: .. .-_.-~--· • • <15 .. ·· .. -. -.. ... -· :"-•" .. .. ·1·=l'I ,--~·····-"··=~·.·--.·.=··:,._ I ._-f· :S -~' .. : i:::: • : : ... •• •• I~ . ,.-,_., .. , . .---·. -·.,, =---; ·= 8.-0;:·= C'S -· ,'?--/A e-s:!..f=-·.: .. p.. .. . ·_:.- r:\ '-)t.-,\ _._.-..:·· .. /· : ~ I 9_:.-:·. -~· I :__J "-:-- i f --··=··=~·-. ~·pf>... '{;." :·. • •• -•••• ~ ··f;. ,p:· ...; 0 . ... ·.' q\~:t~ _._.:: ;: . -:---: : : -. : : --.-. --.-.. ... j .·. .. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS _.,-l.OT"''A/."(P'fiRq:~. No. 145750-0090) -~--. - ~ -: .. .. " -· .. : . -:-· ir, 0 . --. 0 .. --·--~--.. : .... .._ ...... _::~-.. .. ·-·:. .. .. -: : .. -:.·- .. -..=. .. . . .. . . . . Nas·?-3'3s"w 1-·.-593.25'(c;f 594.59'(P) .·. /3\\ : . -· :~ -· .. ·---.:· . ; ' I I I I l .L 0 I') 130' I ~I ~I ~, 'u' .....,, COUNTY OF KING .: • ·=:.. ,,.·' .-.'· :····· l CEFHIFY THAT I K~.QW Of~ HAVE SAT1Sf'AC-T0RY EVIDEMCE :f.l'iAT • : LOT 2, 81..0CK 3, ·cEJMR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED ~--VOLUME 15 UF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. .f U) I '° wo Cf.)co r'") .. --~ ... I I I I I I I I I I I I I I I ! r STEVEN P. LEE AND ·.J-OANN E. LEE __ ARE THE PERSON$: ·wHO •. :: APPEARED BEFORE ME, AND; .'.;,ArD PERSONS /\CKNOWLEQG°ED TH/~T THEY SIGNED THIS INSTRUMENT. -ANO ACKNOWLEDGED .H.TO BE·: THEIR FREE AND VOLUNTARY ACi: ·.f-9~ THE USE$.-Ai'Jb PURPQSES MENTIONED IN THE INSTRUMENT. . ··.· ... ,.,-~· :: .. LAND SURVEYOR'S CERTIFICATE I I THIS BOUND/\RY LINE ADJUSTMENT CORRECTLY REPRE- . · SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMAl'-JCE WITH STATE AND COUNTY STA.TUTES. I1\J SEPTEMBER, 2006. ~';«l (\ fl.:. 4 4 ti ~ <: . .,,. RECORDER'S CERTIFICATB~-~ l v &, ; 0000 L .. .. .. .. -~Q:.l=:'Ji~·· {~~RCEL No. °{:1-5750-0095) -.._ .. . . . . -:·. Tl-lE NORTf:i HALF OF .{,-OT 3, BLOCK ?,. r.t:£?A~ PARK FIVE ACRE TRACTS, ACCORDING -:: TO THE P.LAT THERE0f RECORDf_D--tN VOLUME" ·1-5. DF PLATS, PAGE 91. IN KING COUNTY, WASHltiipTON. • :· . . .. .. . : ; • JI I • •.,"• ..... . .... -.. --.... : . NOTES _ _..~· _._..-.... ~ ·-:·: · · .-.-. ·. ·. · t--~u1,t,:~0UNDARY _r;ji_"TA wAs oBhit>Jrn BY .. ~~RECT Flt-~D ME;~UREMENTS : .. . • EfY'~N::": CoN\fl;WllONAL TR-AVEl~SE PROCEDURES. :1.35f~G A TDPCON 211 D.: THEODOLITE.· . ··'-"Wn:i:i.\ttl~"l?lsTANCE Mff,SURING METER. FIELD WORK 8'(".DMP, INC .. IN 2006. .:····. /.ILL~~ ARE IN·:\J.S. SURVEY FEET. .. .. .. . .. ..-..: -.. . .. .. 2. lU.!FI C i'10f{:rHWEST mLE: 'coMPAilY· OF". WASHINGTOf•( Inc. BOU~}DARY LINE :: AOJUSTMl::NT crnTiflCA TE ORDER No. 626206~ ":SA TED AlJGUST 29, .2006 WAS RE;_GltD UPON FOR THE DISCf.-0$URE OF THE VESTIN:G. OF TITLE."TO THE Rf AL PROPERT'f · COMPRISING THIS BOUNDe.l,;?;( LINE ADJU;,.TMENT, WHICH ACCORDl_t>}G TO SAID ~OT LlNE ADJUSTMENT CERTIFICATE i$" ·sus.J[c-,·· 'ro THE FOLl:.OWING, ANO. OTHrn. SPE;.el·AL . : . EXCEPTIONA. : : : • .. .. .-......... .- A. TERMS AND CONDITJONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINS"." CONSTRUCTION COSTS, REC. No. 80032006"Q5. . ". :·: B. TERMS AND CONDtnONS OF TOR crnnFICATE"· #.76, REC .• .N1:i . .-2004062300/597. C. TEf~MS AND CONDITIONS OF INTERIM CERTIFICATE" GI"· FlJTU!'lf" SEWER C~)_IIJNECTlOt,.J:. CHARGES, REC. No. 9905182690. ·: -. . . · _-· NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURiCY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CEFHIFICATE. .. · .. .. ,· 3. TRAVERSE CLOSUHES FOf~ TI·11S BOUNDARY LINE ADJUSTMCNT EXCEED THE .-. REQUIREMENTS 0"" WAC 332-130--090. N w C :;;: ·ro N CJ 0 z .. .. 0 ·b :: a: u.i~ ~}'1 IF! }-t!l 0~ (DO .,....o z L,J . -. : .. . . . . .. .. ···:··=-D)T "A' I I I I I I NEW AREA: 191,888 SF± OLD AREA: 195,304 SF± I I (D-I I iqliS / l./ <Ooci (\IN (........... ................. C?r') 25' PEDESTRIAN-J',.,.._:: ........ ,, WALKWAY EASEMENT ',..._ REC. No. 20050516000096 " NEW ADJUSTED LOT LINE_\ N8748'19'W 2S5 56• N8705'39"W 7 · ·-. --182.93' N8738'20"W 155.09' t') --N .. .. ....... .. : i - . -... [ N88'08'27"W 593.39'(C) 596.GS'(P) -,.- OLD LOT LINE BElf\lG ADJUSTED .. .. LOT "B' OLD AREA: 97,669 SF± NEW AREA: 101,085 SF± ... ........... _ .. -o 0 z DALEY-MORROW-POBLETEj·.).NC. WW • • = ·. · . = LAKEAtOOE DEVELOPMENT, in·~- 726 AUBURN W/\Y NORTH ··.· . .-.. ,,· ::· P.0 .. 80X 146 RE°NTON, WA_.-.980"57. AUBURN, \NASHl1\JGTON 98002 ·-==·-==--.· _ _... •• --· · - . : . FILED FOR RE;,CORD THIS ~J DAY OF f:l_{~_, 2006 AT H__ .M. PHONE: (253)333-2200 (FAX)3.33-2206 .:· _!-'HONE No./~2.S) 2~?-.:..9750 :;--· ---~ ---11-----,-------c'. .. -------'""-'----=,--------------.'--II • t•• ~ IM BOOK ~~':1 OF SURVEYS AT PAGE~~~ AT THE REQUEST OF PA.UL E. MORROW SURVEYOR'S NAME EXPIRES; 04 APR '07 ENGINEERING -SURVEYING LAND PLANNING PROJECT . . _: -. . . BOUNDARY J:.:iNE ADJLJSTMEN1 ,FOR: ·:t.AKERIDGE DEVELOPMENT . .. .-.. · --~:-._ ... .-:-· .. ..-:~· Sl'4LE VAil -. ; .. . ·. ·. · SITEJ=>LAN . . _ -. -.. .. . --. 1" = ·100' - 28 SEP '06 DRA'MNG ,JOB/ oi_177CONLLA_., ::·sHm __ 1 _ 014;'f.?. ·==·. QF __ 1 _ LUA-o 8 -::---12 I .. ...... . . ..}: KING COUNT'(, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. ________ _ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEvaOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT Wm. WAYNE JONES Jr., SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE PREWENT __ OF _1..Als.E...~QE..J;>.EYEJ..QP..ME_N.J.._.l.ru;.,__ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED _________ _ (SEAL OR STAMP) STATE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES -------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~JEV!;_N_£' .... .J..£L~~Q...J.Q~!:!tLI;;,_!,,_~--ARE THE PERSONS WHO APPEARED BEFORE ME. AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DA TED _______________ _ (SIGNATURE) (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES -------- LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN .................. 20 ....... . CERTIFICATE NO. RECORDER'S CERTIFICATE ....... , .. ,m••••• .. -. ........ --........... m .. -•--m• FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF PAUL E. MORROW ·······suRVE:°Yo'R··s·· NAM{ .... .......... ilAN.AGE°R··· ..... . APPROVAL NOTES~ APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES RECORDING NO. VOL/PAGE APPROVED THIS ___ DAY OF _________ ,20 __ . THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE ----------------------------SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 0 50 100 200 .... a ...... r_..-. •• ~ .. -.c::::.=i11•1*IIL-· r-=====il 1 inch -100 fl KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF ______ , 20 __ --------------~ ----------------~-- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00· 100.00' 100.00' BEARING N00'29'0D"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DATED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TDR CERTIFICATE #76, REC. No. 20040623001.597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND /OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. PORTION OF NE 1/ 4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. 11 K.C.S.C. PT. NO. 3744 c:::o:::, "BROKEN" 3" BRASS DISK 1ti IN CONG. @ SURF ACE r; (~~TED MAY '06) w PUNCH IN 1-1/2" ,...... I• BRASS DISK <n,..., co IN CASE ~6 ~ (VISITED MAY '06) i:E 'lo S'l <( • 0 L&J"" 0 (l) Q) z ('.I ~'° (/) 0 en r-:-- <( (.) Ill vi '-'o }"~ o::-,-, ON • st-~ ..i: 8~, zl[) in 0 ..i: I t2 N w • :i- QJ f" 0 0 z PIN IN LEAD IN 1 ° IRON PIPE IN CASE , NS 7 •55•20,,W (VISITED MAY '06) 1306.89' o - SE 136TH ST. ----_ N87'58'50"W 653.13' TACK IN CONC., IN CASE ____ (VISITED MAY '06) ~~ t'J ~; ~~I Of" U)O .-o z 0 ----t') 0 0 30' 593.12'(C) 592.69'(P) I') 30' c SO /A'?-- r----=-===-=--=--=N8::8::'0~3~'_3~3~»~~"5;93~·~25~· c~ci_)_;:_5~9~4.159~'Q(~2} .......... _....,......,_.=-.... --~J.=~!~-________ ·---·-· I I f ~~ I<')(') r- I I I I I I I I I I I I I I r) I I .v I I I I LOT'A' l l OLD AREA BEING ADJUSTED l l 195,304 SF± I I f8<0 NEW ADJUSTED AREA / Lj <O~ 191,888 SF± 1. ', ~~ .................. ',, _/ ........................... ..... 25' PEDESTRIAN ',, ' WALKWAY EASEMENT ',, REC. No. 20050516000096 ' S'I NEW ADJUSTED LOT LINE\ ~ --N87'48'19"W 255.56' ~. ~-\ Naros~·w NS7'38·20·w 8-------------182.93 -., .-15509' Z [ N88'08'27~ 59~39'(C) 596'.'6~P) --. LOT OLD LOT LINE BEING ADJUSTED LOT "B" OLD AREA BEING ADJUSTED 97,669 SF± NEW ADJUSTED AREA 101,085 SF± N88.10'54"W 593.46' ,, A" KCBLA I L99L3025 REC. No. 20000124001 848 _ 654.26' N88"37' 40"W 1308.52''7(M"'.7)-1-33-8-. 4-0'(P) SE 144TH ST. LOT "B" LEY-MORROW-POBLETE, INC. CLJENT LAKERIDGE DEVELOPMENT, Inc. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 NE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING PROJ£CT P.O. BOX 146 RENTON, WA 98057 PHONE No. (425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIOOE DEVELOPMENT SfTE PLAN ---------,r---------,---------~---- DRAWN BY SMR 1" = 100' DRAWING 014 77CONLLA SI/EU 1 lt-'.-:--:------,f---------+--------1 APPROW DATE 31 AUG '06 JOB/ 014 77 OF __ 1_ lfllll __________ ...,... ______ """"""''ll'l'Wie·--mm11111-mn-1HW1111111W,-.i------------------------..,.-------•-----------------,.-------------111f11111------------ll!llmlW KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. ________ _ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT ANO IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEVELOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TITLE: PRESIDENT STATE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT __ Yf.JJJ.,_ WtL'l'.f:lf:_4.QN.%~.-ill"...,,,_ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE __ PRE351DENT ___ OF _J..aKE..FfiltGL.D.EYEI..QP..M.Etl.L .. lM... __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___________ _ (SEAL OR STAMP) STA TE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES ------- I CERTIFY THAT I KNOW OR HA VE SATISFACTORY EVIDENCE THAT ~~1".!__p..._..!,J;f;_~Q.....J..Qh.!::l.!~L~-l...~--ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE ANO VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED---------~~-- (SIGNATURE) (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES -------- LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN ................. , 20 ....... . CERTIFICATE NO. RECORDER'S CER'TIFICA TE ............................ no .. ,,-, .... m ... , ............ .. FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF PAUL E. MORROW ····--·suRVE:°Yo"Ff's''NAM{'''' ......... ·rx.t.."~.iAct=j~·· ...... . APPROVAL NOTES~ APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES RECORDING NO. VOL/PAGE APPROVED THIS ___ DAY OF _________ ,20 __ . THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE -----------------------------SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVICES DIVISION LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 0 50 100 200 11ac-:LM1£..-:1.111._r _-_--1w-•·===---=--=i__. KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF --------• 20 __ ------------------------------·--- KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00· 100.00' 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. _NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, ANO OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TOR CERTIFICATE lf76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 11 K.C.S.C. PT. NO. 3744 t:::();:'.]14 "BROKEN" 3" BRASS DISK 1 IN CONC. @ SURF ACE ri (\/!SITED MAY 'D6) w PUNCH IN 1-1/2" w""lio BRASS DISK 0~ r IN CASE ~::--gJ (VlSITED MAY '06) 0:: <O • <.O wst o ffiO) z PIN IN LEAD IN 1" IRON PIPE IN CASE PORTION OF NE 1/4 of SE 1/4, SEC. 14, T. 23N., R. 5E.,W.M. LL N olO (/') 0 ' vi '":" N87'55'20"W (VISITED MAY '06) SE 136TH ST. 1306.89' o ------N87'58'50"W 653.13' TACK IN CONG., IN CASE (VISITED MAY '06) .:i::O m vi '-'o pi~ o::-- 0 N . ""' ~~ om 0<'11 z Ii) io 0 'st ,~ ('I w • .... ""' OJ fl 0 0 z ~! I') ~~ <(pl j:!:~1 Of'I (00 ,-0 z 0 ~---1') ----0 CJ 30' 593. 12'(C) 592.69'(P) 30' csoP..~ NS8'03'33"W 593.25'(C) 594.59'(P) I 1- t~ t<') (') LOT "A" I OLD AREA BEING ADJUSTED : <0·(£) 195,304 SF± I 10 NEW ADJUSTED AREA , £/ <O~ 191,888 SF± <-, '-..., ~~ ~ ,.... ,, ~w _J',.... '........ 0 ,n ' ' r<) ..,., 25' PEDESTRIAN ',, ' / ~ u.i WALKWAY EASEMENT ',, 5 REC. No. 20050516000096 " k'-1 <( w ~o NEW ADJUSTED LOT LINE\ ~ -N87'48'19W 255.56' -. .-\ N87'05'~·w N87'38'20W ~ I") :z Ol f'l (N rr) 0(0 V) ~- z Nss·oa·2rw 593.39'(c) 59~s'(P) -- 8--------[ ________ !J~93 -.. -155.09' c1 OLD LOT LINE -. r" 0 0 z ~! ~ BEING ADJUSTED ~~! J~ ~~ OLD AREAL~JI~~ ADJUSTED l"lo:::w,....._ z-,..... ~~ 97,669 SF± !I:IUho O ,<D I g':.t.~.P 0 :r.P 3 NEW ADJUSTED AREA , >-~a:>--101,085 SF± ~ii; :~; 130' r---.-. A-"-;K;-;::C:-;;B~L~A-r,1~~89~8~~~~~·::4:~~::-!:9~3~.!4~6'~----------J 30' ;l: :.2~'.~~ &:;~~ LOT REC. No. 20000124001848 LOT "8" cnoo /~ ~5~ ~.,... 1309.11' f ~~~ 23 N88"37'40"W o -----:-----654·26' J 654.26';~13 N88'37'40"W 1308.52':-;-{M--:--)-1-33-8-.4-0'(P) -Y, SE 144TH ST. 23 24 , -MORROW-POBLETE, INC. · 26 AUBURN WAY NORTH URN, WASHINGTON 98002 : (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CLIENT PRQJ£GT 01wm BY SMR APPROVtD LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN 1" = 100· DRAWING 014 77CONLLA IMIF 31 AUG '06 JOB/ 01477 SHW_..:..1_ OF_.....:1;___ KING COUNT'(, WASHINGTON BOUNDARY LINE ADJUSTMENT NO. ________ _ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE OEYaOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WAYNE JONES Jr., TllLE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT __ VJm,_ WA..WL4..QN...f~_ill"..u __ SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _ P~E§IDJ;NT __ OF _J..a~fIDLQE....D£YEI.QP_MEtJ.I_.__Jn.Q.. __ TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED __________ _ (SEAL OR STAMP) STA TE OF WASHINGTON COUNTY OF KING (SIGNATURE) TITLE MY APPOINTMENT EXPIRES ------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ~.TI;.'.\ll;_l':L..P..,__L.EL~t~J2..-J.9b~tL~-h.~-ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___________ _ (SIGNATURE) (SEAL OR STAMP) TITLE MY APPOINTMENT EXPIRES -------- LAND SURVEYOR'S CERTIFJCA TE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH ST A TE AND COUNTY STA TU TES. IN ................. , 20 ....... . CERTIFICATE NO. RECORDER'S CERTIFICATE ............................................ °" ................. . FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF PAUL E. MORROW ...... ·suRVE.YClF{S .. NAM{ .... .......... i-Xi,:t:.iAGE°R ........ . . .. sUP't:··or·RI~:coRos······ APPROVAL NOTES~ APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SErNICES RECORDING NO. VOL/PAGE APPROVED THIS ___ DAY OF _________ ,20 __ . THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE SENIOR ENGINEER, PLATTING UNIT, LAND USE SERVJCES DIVJSION LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE ( IN FEET) 100 0 50 100 , ___ _,. _ __.a ....... __ 'NW. __ KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINIED & APPROVED THIS ___ DAY OF _______ , 20 __ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STA TE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E. W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00· 100.00' 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "B" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3. BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 2110 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DA TED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF 'TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERTIFICATE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. 8. TERMS AND CONDITIONS OF TOR CERTIFICATE #76. REC. No. 20040623001597. C. TERMS ANO CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO TflE ACCURACY AND/OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. ti K.C.S.C. PT. NO. 3744 t:::();::J "BROKEN" 3" BRASS DISK 1i4 IN CONC. @ SURFACE ~ (VISITED MAY '06) I~ PUNCH IN 1-1 /2" w loo /BRASS DISK ,.... ~ IN CASE ~~ er, (VISITED MAY '06) Q'.: -f'l <i; <'! o PIN IN LEAD w '<I-o IN 1" IRON PIPE co~ 2 IN CASE l:s '°o ' N8T55'20"W (VJSITED MAY '06) ~ 'C' 1.306.89' o 4:(..) mvi '-'o llJ • . ~ 0::-,-' ON " '<t ~-.i: 00> 0<"11 Z'° ii) 0 -<t I~ N lLJ • ... "<I" «l fol 0 0 z ~! ti) ~~ <(~ j;~I Of'I (00 ,-0 z 30' ~~ ti) C') w ..... PORTION OF NE 1/ 4 of SE 1/ 4, SEC. 14, T. 23N., R. 5E.,W.M. SE 136TH ST. _ N8T58'50"W 653.13' ---- 593.12'{C) 592.69"{P) TACK IN CQNC., IN CASE ____ (VISITED MAY 0 06) 0 ,,., Cl. ....., h l!) oi (J) N 30' N88.03'33"W 593.25'(C) 594.59'(P) 1- LOT 'A" OLD AREA BEING ADJUSTED 195,304 SF± NEW ADJUSTED AREA 191,888 SF± --, 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 :g(O / lj <O~ (.__ -..... ~~ -:.i-........... ',, <DW ,. .... , ............ ci (.() 25' PEDESTRIAN__; ' .... ,, ' I~ uJ WALKWAY EASEMENT ',, :S: REC. No. 20050516000096 " ~ <( ~ NEW. ADJUSTED LOT LINE\ f'I -N87'48'19"W 25556' .-\ N87'05'39·w N87'38'20"W g ------. -, ~-182.93' 155.09' w fl!o t0z £'l C\I 0(0 Q) t0 ~.,... " Z -y--N881>8'27~ 59~39'(C) 59~8'(P) -·:_ _ OLD LOT LINE t<) ·-. f'l 0 0 z BEING ADJUSTED LOT "8' OLD AREA BEING ADJUSTED 97,669 SF± NEW ADJUSTED AREA 101,085 SF± N88'10'54"W 593.46' LOT .. A,, KCBLA I L99L3025 REC. No. 20000124001848 LOT "B" _ 654.26' N88'37' 40"W l 308.52':-:--(M--:-)-1-33_8_.4-0'(P) SE 144THST. DJ\LEY-MORROW-POBLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGTON 98002 ONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CLJE:Nr PRO./cCT LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN 200 =J ORAWNEIYSMR = 1" = 100· ORAW/1/G 01477CONLLA 1 a-~~~~~1--~~~~~~-1-~~~~~~--1 ~~~~- APPROYID IJATF 31 AUG '06 JOB/ 01477 OF 1 -08-tl.f " ~ I 5 KING COUNTY, WASHINGTON BOUNDARY LINE ADJUSTMENT N0.iOC.L0087 __ DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT WE THE UNDER- SIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN AC- CORDANCE WITH THE DESIRES OF THE OWNER(S) IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. LAKERIDGE DEvaOPMENT, Inc. A WASHINGTON CORPORATION BY: Wm. WA 'tNE JONES Jr., TillE: PRESIDENT STA TE OF WASHINGTON COUNTY OF KING STEVEN P. LEE JOANN E. LEE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _ WIJk WAYNE JON~ Jr.. SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE Pffe$1DENT _ OF _.L.AIS.E81JlQE...llEYEJ..QeME!:II, Inc. TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED ___ _ ~ (SEAi.. OR STAUI?) STA TE OF WASHINGTON COUNTY OF KING {SIGNATURE) TITLE MY APPOINTMENT EXPIRES ------- I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT S~N PL l.gJ;ANLi-OANN E.~~ ARE THE PERSONS WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE THEIR FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED __ _ -(SE: O,L eR STAMf"r---- (SIGNATURE) TITLE MY APPOINTMENT EXPIRES LAND SURVEYOR'S CERTIFICATE THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRE- SENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES. IN ................. , 20 ....... . CERTIFICATE NO. FILED FOR RECORD THIS ......... DAY OF ......... ,20 ..... AT ... M IN BOOK .......... OF ........ AT PAGE ......... AT THE REQUEST OF PAUL E. MORROW ....... suRvt'Y.6°R .. s .. NAt,XE ..... APPROVAL NOTES: APPROVAL DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES RECORDING NO. VOL/PAGE APPROVED THIS __ DAY OF ________ ,20 __ . THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28 IT DOES NOT GUARANTEE THAT THE $~~le~ E~IGIN~. PLATTING UNIT, LAND USE SERVICES DIVISION D 0~ S Cu,c-F Lv..11:1 .fv1t.Vd"Y"I( LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEP ARA TE INSTRUMENT UNLESS ALL ALL LOTS HEREIN ARE UNDER SAME OWNERSHIP. GRAPHIC SCALE (NFEET) 100 0 50 100 ••• wad KING _SQ._UNTY DEPARTMENT OF ASSESSMENTS EXAM~D & APPROVED THIS _ DAY OF ______ , 20_ -----------------------KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR MERIDIAN: WASHINGTON STATE PLANE NORTH ZONE HPGN 83/91, PER K.C.S.C. BASIS OF BEARINGS: THE NORTH/SOUTH CENTER LINE OF SECTION SEC. 14, T-23N, R-5E, W.M. LEGEND K.C.S.C. (C) (M) (P) 100.00· 100.00' 100.00' BEARING N00'29'00"E KING COUNTY SURVEY CONTROL CALCULATED MEASEURED CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91 OLD DIMENSION BEING ADJUSTED EXISTING DIMENSION TO REMAIN NEW ADJUSTED DIMENSION REFERENCES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, Inc. LOT LINE ADJUSTMENT CERTIFICATE ORDER No. 626206 DA TED AUGUST 29, 2006. 2. KING COUNTY ASSESSOR'S MAP OF SE 14-23-05. 3. KING COUNTY SURVEY CONTROL. 4. THE PLAT OF CEDAR PARK FIVE ACRE TRACTS, VOL. 15/91. OLD LEGAL DESCRIPTIONS LOT "A" (PARCEL No. 145750-0090) TRACT 2, BLOCK 3, CEDAR PARK Fl.VE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. LOT "8" (PARCEL No. 145750-0095) THE NORTH HALF OF TRACT 3, BLOCK 3, CEDAR PARK FIVE ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 91, IN KING COUNTY, WASHINGTON. NOTES 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FlELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A TOPCON 211 D THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. FIELD WORK BY DMP, INC. IN 2006. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. PACIFIC NORlHWEST TITLE COMPANY OF WASHINGTON, Inc. BOUNDARY LINE ADJUSTMENT CERTIFICATE ORDER No. 626206, DATED AUGUST 29, 2006 WAS RELIED UPON FOR THE DISCLOSURE OF THE VESTING OF TITLE TO THE REAL PROPERTY COMPRISING THIS BOUNDARY LINE ADJUSTMENT, WHICH ACCORDING TO SAID LOT LINE ADJUSTMENT CERllFICA TE IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONA. A. TERMS AND CONDITIONS OF CONTRACT FOR REIMBURSEMENT OF WATER LINE CONSTRUCTION COSTS, REC. No. 8003200605. B. TERMS AND CONDITIONS OF TOR CERTIFICATE 1/76, REC. No. 20040623001597. C. TERMS AND CONDITIONS OF INTERIM CERTIFICATE OF FUTURE SEWER CONNECTION CHARGES, REC. No. 9905182690. NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND /OR COMPLETENESS OF SAID LOT LINE ADJUSTMENT CERTIFICATE. 3. TRAVERSE CLOSURES FOR THIS BOUNDARY LINE ADJUSTMENT EXCEED THE REQUIREMENTS OF WAC 332-130-090. 11 K.c.s.c. PT. NO. 3744 [:;():::)'14 "BROKEN" 3" BRASS DISK J IN CONC. @ SURF ACE l~ (VISITED MAY '06) ~ ~ w PUNCH IN 1-1/2" .--. • BRASS DISK In .-.I o:, IN CASE C-':i;:r ( ~~ ~ VISITED MAY '06) < <'? o PIN IN LEAD ~ ct ~ IN 1• IRON PIPE PORTIONOF NE 1/ 4 of SE 1/ 4, SEC. 14, T. 23N., R. 5E.,W.M. LI. N IN CASE o '°0 N87'55'20"W (VISITED MAY 'OS) $E 136TI-f ST. TACK IN CONC IN CASE (/) 1306.89' O!r-----N87'58'50"W 65_3.13._'___ ., ~J O . ___ (VISITED MAY '06) e~ r-t')~~~-,i-~~~~~~~-;.;~;;;;:;~~~~~--~~--J:o~ 0 wq t'> b~ JO' 593.12'(C) 592.69'(P) p~ O> • 30' I".,. 8~, . .zlO it) 0 ~ I :g <'I J.&.I ... .st- ro f" 0 0 z YJ* • t') !f;!~ <(!'J i!:~' 01'1 (00 .... o w (J) z .,. (I) < co (I) • (.) r-.< dz l')O:::w....., z-.-.. IDV>,o O ,CO I O':.t-(3-0 <.>~p z....__>-~a:>-I t..! ..:.=< < . -·oo a: o::: A ;; }11 c~O p,..tf<.. Naa·o3•33"w 593.25'(c) 594•59,(P) '2- LOT 'A' OLD AREA BEINO ADdl:ISTEO 195,304 SF± NEW ABd~Sff:6 AREA 191,888 SF± I I I I I I I I I I I I I I I fo<O I 'j IQro J I, ~~ t., ....... (')t') ........ .... ......... _J',, .............. 25' PEDESTRIAN ',, ' WALKWAY EASEMENT ',, REC. No. 20050516000096 ' ~ ~~~~~ w ~ N87'48'19'W 255.56' N8705'~'W N87'38'20'W ~ 8zf====~~;-=r~-~-~-~-i-~-i-~-~-~182.~-~~~~;:;~-~~J155i.C9i:..J-~ N88'08'27"W 593.39'(C) S9e':°68'(P) o OLD LOT LINE ~ BEllm At>JtlSlE9 LOT 'Er OLD AREA BEING ADdUSfEO 97,669 SF± NEW~OJUSTED AREA 101.085 SF± N88i0'54"W 593.46' O.z ~ Z~;::E 1 ~5~~ ~;~ 0 zOiii < N vi JO' • ::>z5 a:: z 5 ::,c:o.,_.._, m_......, ,, ,, KCBLA L99L3025 ~ REC. No. 20000124001 848 LOT LOT ~ 1309.11\ l A 23 N88'J7'40~i-----_____ 654.26' N88'37' 40nW 1308.52'""'"(M""'.'.")-1-33-8-.4-0'(P) SE 144TH ST. -MORROW-POBLETE, INC. 726 AUBURN WAY NORTH UBURN WASHINGTON · 98002 HONE: (253)333-2200 (FAX)333-2206 ENGINEERING -SURVEYING LAND PLANNING CUENT DRAWN BY SMR LAKERIDGE DEVELOPMENT, Inc. P.O. BOX 146 RENTON, WA 98057 PHONE No. ( 425) 228-9750 BOUNDARY LINE ADJUSTMENT FOR: LAKERIDGE DEVELOPMENT SITE PLAN 1" = 1 oo· OIIAWING 014 77CONLLA ~1c 31 AUG '06 JOB/ 01477 -----------------·---:::=:-=--""'"'"':=======--=======-========~===~~~~ -~~~---••''''"·~ ··~~~-.. 200 I SHEE1'_1_ 01'_...!,.1_