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---·,--------------,,.~---~ " ·------------:;-::::::::::;:-;:::-:;;:::;:~::::::::;;=~~~;:;:=;::~·;;::-;:~-;::-:;::-::;::i:~-;~;::::;::-:;::;:;--;::;;-;:;:-:;:;:·:;::~;::;;::1::;:;;:::;::--:;;::-;--:-;-~-;::-:;;:::-;--:-;;~;:;;--::i";;-=-;~-~~,,....---f-...+~;.....,..,.;-f,-~.,...,.,....;. ...... .;_.;__/ __ r., ............... -• .,...._ ....... ~.,....,,.. ' -----PLAY -.-_-. . MODEL TO BE DETERMINED~ A...A..ll:_,-_ -"-_.A_...A...A...A...A...JY.A...A...A...A...A...A..J\...J\-/\,,-.A...A...~-A-A...A...l\_"-!',.c.A-A...A....A...,"-';::~'\-J\._,'-"--"-_,..._,"""''-,J'-'k-1'-~, \\-}\-..J'-'--"'-..J'-'-"-..J'-'---"-~\....J\....J ( : .;"~-~ if ·. · - I 32 't • • CLIMBING ROCK. 5-6 M BOULDER WITH ROUNDED EDGES, SET IN GROUND \\ I WITH TIMBER EDGING. MINIMUM 12" ', : ((~ >3: . ~> .--- APPROVED SAFETY PLAY CHIPS . · ."-:<J. · ... ·. _...,_-~11"'11 s' WI~JH ), DEPTH CRUSHED Roc5U. ----,, PATH WITH ALUMINUM EDGING BENCf£1 • MODEL TO BE DETERMIN1ib. IN-GROUND MOUNT I 8 : i J ' ! 9 ' ! ' i 1 (i'i 1~) I : j ' ! i : i ! ' ! i : ' i i ' ! i ; I i : I , i ,' ' ' ' I i ! ! ' i i : i ' ' I I i i I i ' ' 1 :1: i : i ! I i : i ! ! i i i i i ; ; ! I ' ' ' i i : i , j I ! i i : i i : r : i i ! 1 ('_"' i 'l' L',i, 1-: : '-.;; 7 6 --A-o '-. , • . ' / -' . ·_1_" __ : _i, !, ' /"··1 I : : ' ' I / I J ' ' 2 ffi:,: ! _; ''r ' ' i ' ' ' I I ' . ' ! , , ,I , ' ' ' ' i i i ! . ' r ! r . ' i i ; ' 5 ~---:-_-.-.: I • ' • , • , • ! ',.·,·.·.:: -~-· \~~ --- 4 . ·J . ~ . . ' . . --- 28 I I ,_,µ." -· •• ---· -· -. // /' -~ ..••.. ---······ ___:,;;. ! ~ _ __,__ _ __ ......., [~,:::: -f---..::--\-~-,-------i.~;. -L", ip..i • ' , ' • i ! I i i I i • i ,') 4· ,, L ,: : ! ' I ' ' ' ' I ' : 3 2 1 31 30 29 _,.,., /) /,( ~---------==>=·· ~~--~--~-~---~~~~---------.--~--~--~~~--~~ / I •' I I -I -·-.. ___ -,\ \ I I I I -~I I I --~ ... 0 -- ~I 7 ~I . ..,_ ...._) z ~I u STATE OF WASHINGTO E S E ED CH ECT ; ! i ~ CHECKED FOR COMPLIANCE TO CITY STANDARDS ~I . ' //; r ( I , ' i r i i i i i i : , 1 I ----,!-· , . . . ~ . . LANDSCAPE PLAN -NORTH SCALE 1"=20' SCALE 1"=20' 0 20 W 80 NORTH SCALE 1"=20'-o" SHEET SIZE 22"x34" >-5i.~ ~ co ·:, ---:-i -_, Ul z ,, ' 2 6 u c.n r.n ----------- DESIGNER: JMV DR/fll\:C BY: JMV ---·---------· ----- Dl,TE: 8-12-14 SCALE: AS SHOWN L-2 S-ffET 27 OF 39 ' ' --', .,-,, (}l, ---1 -, ..... 1"1 ~- + i;:.::.._ •" ~ "", I , . I I I '~---"" + ! I )?/'' I I , t\ I I I I I \ (j \'< \ ,, 0 / ) I I I .,,,--..... («)\r=:; )) I /U ' , --~ LANDSCAPE PLAN -SOUTH SCALE 1 11 =20' I ___ ) ---.... · ' ' ' ! ' i ' i ' : J J / / I \ \ : ' i i :i11:' ~t ! I ' I ,' . ' ! I . i 16 / \ \ \ ~t·,\ \ ) \ ' ' \ ' \ '; 1 L_ ! i I I ' : i j ' ' ' ' ! l -"' I ! 20 ' I 22 + / : . ' . . i ! • I ( \ • 22" 2 6" 30''. STATE OF WASHINGTO E S E ED CH ECT ... -·. -p= · · . . i JE M. VA LEY ~~~~~~j~~ j crnmc.uo m ( I \ -i II I CHECKED FOR COMPLIANCE TO CITY STANDARDS (1) 0 20 40 80 NORTH SCALE 1 11 =20'-o" SHEET SIZE 22"x34" I I I I ~I I L ~: 0 I UJ /fl (_) ;~'~ ~ CJ) -7:1,_c 1 w u Z g1~ ~ _ 01---oof::S Q_ (_) u 0__ (J) ([ :> 0~~~Gj W I l'(j 0;~ Ll' _ __,'cc: U:::: : IC CC: 1-- , LL' W 1-- Q_ Q_ I, I w uc c-co 'sf !~ ·c CJ - ci ,- .~ ~· ~ ~ • ~ ~ > • ~ ~ Di\TE: SCI\LE: ._,. N cc: ' .. u, 0 ~, N ..-1s-i ---,------ c-...J!n t .a.I .... .... -5 ~ a.I ~ ~ [IJ "C = cd - ~ ~ ~ ~ e; ('J 0 I'-M 0 <t 00 O', O', ' -ci = -ci 0 <t t'!l If) j ~",S O'· 'IJ Ill <l .. = . ~ O Ill -= §< ~ <l Ill ~ = ·;:: s ~ = :a O -;::. O Ci Ill ""' ""' 0 ... ~ ~ s I-; Ill ~ ! = -= Jr ~ ·1 I'->. .. Ill ~ '5 z .. M :;:: <t .. I'-s ~ Ill - 8-12-14 AS SHOWN L-3 SI E[T 28 OF 39 ' ------------------------------~- PLANT SCHEDULE BOTANICAL NAME COMMON NAME QTY SIZE REPLACEMENT TREES Pyrus calleryana 'Chanticleer' Flowering Pear* 10 2" cal Cercidiphyllumjaponicum Katsura* 8 2" cal Fraxinus americana 'Autumn Applause' Ash* 9 2" cal Acer campestre 'Evelyn' Hedge Maple* 13 2" cal Amelanchier grandiflora 'Autumn Brilliance' Serviceberry* 12 2" cal Acer truncatum x A. plat. 'Warren's Red' Pacific Sunset Maple* 9 2 11 cal Acer circinatum Vine Maple·x-16 2 11 cal Quercus coccinea Scarlet Oak* 4 2" cal Thuja plicata Western Red Cedar* 21 2 11 cal Pseudotsuga menziesii Douglas Fir·x-18 2 11 cal *Drought tolerant once established 120 replacement trees required, 120 provided REMARKS Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht Full and Matching, min. 8'-10' ht All street trees to be specimen grade with a single leader. Tree height listed is from top of rootball to top of tree at time of planting. Damaged trees shall be replaced with same species and minimum 2 11 caliper. SHRUBS and GROUND COVER @ Viburnum davidii @ Miscanthus sinensis @ N andina domestica Q Lavandula stoechas @ Euonymus fortunei 'Emerald n Gold' ~ Azalea sp. 'Hino-Crimson' ~ Choisya ternata ,,,..~,.,...,,~,.,...,,.,...,~"'"' 50% Er~ca sp. 'Med. Pin~' · 50% Enca sp. 'Med. White' 50% Arctostaphylos uva-ursi 50% Rubus pentalobus I·:<·:< -1 Sod Lawn / /'/ / y //// / HYDROSEED / '/ / ///h-/ . / ( iDlll'J.· ,\ . \V,;~tcw Y:u:nw drlH/f,'iJ.tmlk!olmu1 \\'lnJr_' P ·=·'-'"'·-------+---! Yd!u1r:'M!;wl; JI DESCRll'f!ON '\Vcstern Native i::; ;J unique blend ofn:c1.tivegrasses and wildflower:.; fonnulated to lieuu-· tify antl nnturallze your landsc,:pe by pruvidiniseasm1nJ color1 en.haneed wildlife hub.Hal 1 nnd natural xoii stabilizatkm. \'Vesten1 Native wit! p1'ovkk ;_f hr.v maintena11Ct::\ refativdy ine;,:11en~ long fo:c:ting, and ever~drn11}',inµ, ad(Jition tu any lund8eap;;:; or envirowt1enL \Vestern Native is nuHfo tip of 9}!.% grasses nnd $% wildflo\vrn·s native lo \Yestern VVnsh- iugWn, and is suitttd w uny phmlin:g site: west of the Cast:r\dt: M.ountai.ns k1ss Uum :;orm ft. elev::1- tion. ES1'ABLISH1\1EN1. &MANAGEMENT -------------------- 1.25 lbs. µi:r I ouo sq, ft. 100 lb-3. per til:n• David Viburnum Maiden Grass Heavenly Bamboo Spanish Lavender Euonymus Evergreen Azalea Mexican Orange Heather Heather Kinnikinnik Bramble ,. t POST 24 2 gal 21 2 gal 20 2 gal 21 2 gal 15 2 gal 11 2 gal 5 2 gal 1 gal 1 gal 4" pot 4" pot 10· -u·· Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching Full and Matching/Plant 24" o.c. Full and Matching/Plant 24" o.c. Full and Matching/Plant 24" o.c. Full and Matching/Plant 24" o.c. IX~·POSI ~-r ~·\:\~CR1\NGE fENCE \ \_ 2"x4"x5~ crn,,R \ IRIM Pi[CE ----//12 x j" FL_{ !ID, SCREW:i METAL i'11RING AfTACHEO TO METAL POSl WOULD Be SIJfFICIENT ,\L fli<NATIVE l·Jr--r· 1 ,, t_ ;\!1_ fRr:r: PROfrCflON Dr:fAll LANDSCA:PE NOTES 1. CO'JTR1\CTOR SI v\LL B= RESPOclSIRLE FOR f-AMIL_INllL'lf,G 'rHE,ISEL\/[S WTI: ,\_L OTHER SITE i'v1PROI/Etv'.::NTS /\ND CONDITIO(JS PRIOR 10 ST.AN ilNG U\NJSC.A.'.::'E 'NOR~<. 2. CONTR/\C I OR Slit.'_'_ GSE C1\U 1-IOr·I WI IILL FXCA\/i\TING TO AVOID DIST JRBINC A \IY UTILITIF'; E~CCJJNIFRFJ. COclTRACTOR IS TC Pf~O.V1PTLY AD\/IS·::: UvVNlR or:-A\JY DIS-JRRF:C u:1u-1Es. LOCP.TION s:::RVICE PHONE 1 800-424-5.55') J. CON'Ri-\CTOR S!--11\LL :'AAiNT.l',IN 1\ND VV/\T[R 1-\ . PL.Af\11-lv1ATEf~IAl. FOF\ 1 Yf-:'AR OR IJI\TII .. F!f\JAL INSPf-::C 1-IOf\J J\ND ACC:EPT,\f\1CE =.lY CYN0. ::R. 4. COi:JTRACTOR S·1ALL BE RESPONS'.SLE FO'i COMPUTICIG SPECIFIC OUAN~ITlc'.S Of GROJcll) CCJVFRS 1\J:JU Pl NH '11!\lcR:i\LS UTLIZ NG Qr\J -CENT[R SPf\CING ::-OR PLJ\NTS 1-\S Sl1\T[D Or\ THI:_ LANDS'.::.A.PE :-iLAl'J ANG MINIMUM PLAf\EING J,ST.A.NCES AS 5~TCWIFJJ O[i_UW' It\ --1.~S~ NOTt=:S. 5. COl'lrnACTOR SI IAU_ HE ,?[SPONS BL':: rn:s PRC\/:Jlc:c IHC: QUAffflT,ES OF r'LANTS T"1AT ARE REPRESE.~TEC BY SYfABOi_S o.~ I HE DR.1\\1/1~,JGS. 6. SUBGRAIJE IS TD Llc w1-1-11c1 '/JO" OF ONL ,OOT A'.o PllO\IICFD BY OTHFRS. /;LL Pl/11~~J.JG AR=As TO s·= CLEARED OF /\LL co1,1STRUCTIO ~ M.6. J YI.AL A\ID l!OCKS Ai:ID :; : ICKS LAl!G[R THA.N :," DIMAETF,. 7. NE'N DU) AREt-\S, /\S SHO''N:\J ON ll-lE PU\f'JS. SH/1LL ld::Ct:::1\/E A MINIMUM OF ;:(' Dlf--!TH Of~C;ANIC MJ\TERIAI_ CJLTIVAT,_]) 11\TC T."1E TOP 6" OF SOIL. SOIL SI 1/\_L f-.A\/f:: AN URGAl'llC COl'lTE1\J I ur-Fl\/~ ~'::_RC::NT OR MORl TC /\ J::JJ"l H OF SIX ll'J:..:HES i\S SI-IOVv'N i~J /-\ SO.I_ '.:JAlv1PL[ 1\i~/\LYSIS. Ti IE SOIL /\N/\_YS.S SHN_L 11\JCLUDE: A. ri::rrn•\llcl.6.TION O. SUI!. TcXTlcl!c, INDIU;I INC f·~r,CENTAGE OF ORGANIC MATFR. B. A\I APPROXi:11\TION o= SOIL INFIL~~A~ON RAE, ANIJ C. MFASUh'E 11 "1 VAUJE d A .. , BECS TO RECE:V[ 1--\ Vlll\Jl~1:UM OF 2" -=-1~~[ FIR BN?K OR Sl~/.LAR A.i_JPROVED .'v1ULCI-I_ 9. /ILL F'~ANT 1,IArlYIA. SI INL Hf FC:RTIIVl:IJ WITI i gJklJ TRANSPLANT FERTILIZE, 4 2-2 PE, \11,NUFACTURER'S SPECIFIC1\IICJNS 10. A' __ PLANT l·liAI f:RIAL SHA.I I CONFORI./ -o AN!_/, STAIIDARD:S FOR NURSCRY STOCK, cATEST [CITION. A.~v 1-!LPLACEMrn IS MADE Ar Cl.CE. 11 . 36" A GEc'ERAL A __ PLAclT MATERIAL FURrilSI IED SHALc 3c "1FN,HY Rlf'RFS=~ T/\TIV'S. TYr'ICAL (Jf-THF cl Sl'ECIES u-· V/\RIE-IY Af\D SHALL HA\/= A ~Jo_-;1.11AI GkU 1l'ffH Hllc::llT. THFY Sr--l.A.J __ RF FU_L, INF.LL BR/',.:K:HFD, \.'/ELL 0 !OP'.ll! ICJ~rn, AN8 fA\/F A VICCJliiJUS, WdJ IJEVELOPEJ Roo-SYSTEM. ,\LL PLANTS SHt,LL BE HAR)Y UllrJFci CWM.T'C CONDITIOIE SIM'LAR TO TrlOSE II: lcE LOC/\_lv OF TII[ P,WvEC. 3. TREES, SHRIJJS, Mm GROUln CO\/C:R: QUAl!TITIES, :SPEC'ES, A\ID \/A.RIF-IF:S, SIZES AIID CUNDl~(J\JS Ao SHQINI\J ON TriE f='Lj\~., 11\.G rL--1\t~. PL/\~TS TO J::_ HEAL: 11\, VIGCROUS, '•NEU_ FUL:/\ITD INHFN 1~-'---::JF Fl"<l[ OF DISEASE, l~:JIJRY, INSECTS, .J"=--CAY, Hf· .. l\0,1FUL DEFECTS, ;'IJ~J .!'\LI V•/c:=.:us. r-:o SUl::b IHJTIONS SHALi_ tvl/\DE WITI :Cl~-1 ',Nf?ITTE1\J 1\PPRO\/AL -l<OM l,!\NCSCAPE ARCI illECr OR OV/r\::.:;\. Dl.1\VIET:::R ~/U:_CI I RING AROUND ALL TREES TO 3~ '---CCl\ffD IN L.A\/v'N, TYPICAL. -:-/\PFR MUl_'.:,;H OOV'i\J TC TRUr\Jf<. ~------~--8' T-posts (metal fence posts). Paint poles black. Two per Tree. Remove after 2 years. Addt'I acceptable stake material would be 4" dia. Hem-Fir wood stake 2" depth water saucer around perimeter of planting pit / / Tree wells 2x rootball. Mulch per notes. / ~ Remo~e all ,~~rlap from rootball ~s;,;::~lrti~~~ unless fragile'root system l'.ffilw'+-Remove'all wire or other strapping from rootball -~-+-Loosened native soil, remove all debris over 2" in diameter. Ensure planting pit has good drainage. Root deflector for trees adjacent to sidewalks 2 X Rootball Diameter Water and firmly compact before planting TREE PLANTING DETAIL NTS I, If!:' U:lr!Cti ROO( ZOHe ( CRZ) (le PRC!reC11:'0 lfiBS 5!1,A[.l. X /,VR(,W PRiQR fO Cce,\'<J,i(i fW {G'fDINa Kf!l/rct5. 11-1: rnnCIL zo.,,: IS 0,;r1c;w AS A cm . .1 'Nifrl ARl'OlUS Jr\!\( tY:fr'lwS CM POOf OlR FROM llf CoN11'R Of 11--1' f'ae FOR 8'ieRY NCH OF fKl.NK 9.~H .. OR 11-f /{-fAOf 11-~ CIRC!.e Viifrl R}V;Js eXJ!'fl,JNC, PROM 1\ Af8'5 fRl.l\JK ra A PONf NO cl:55 JWN me ew Of A 1J?ie 1s lON{lSf ~RANCH, WrllCrfVfR 15 v.~eAfcl( 2. !," or CONPOSffO wooomrs ;t\lU ~1 fl.PlW OVl:R ]}f CRZ Of ,'!,L. R"fhNfl7 f",ES. '7 'f;ft fRDl!'.CWN ffNCINli 5rlf!L. OC Pll<CHA'.'<'v ,, CONfl~!lVU5 W,L5 PNrl Cllf fO frt ccNlifrl Gf 1li8 0f P,~£R fO AW){) !ft Cf .JOINf;,. \\~CM JO}lf5 l'lx t,ta55/IRY. fc~K:Nu "l'IU iJf 5fl-!GtD 10afrf:R 6~il-Y PS A -:'A.f-'POZf fO'.Jf WltH MiN, 6r 1 OVflil?, Af./J ~tO..*fL. 'ff J\Sft;.~-J BOTH er~os 10 ;11e Posr. ,,, 11-f ,tn °ROff'Cf'OI~ ffl,)'.l '..ti"!), De IM5f ,'!,LW AW Wlfif/iJkeD A MINIMUM Cf ;i ~'!Okv Hf OJl~R WCI' Cf 1H1' CRZ FOR iU fWffC 1l'D 11'<i"f 5. f!:~'N~ ;r\N.L CO/lfU"ffLY 9J<RClNP t,f' ~WuiRi'D lllc ?WBCflOoi rf't.A. FeNCINu ~fH il',Wii, iN PL.fa u,m, 11!' CO,NiY kifrlORJZtS 1Hc kf,'{)\/fl-(,\<; 1551'5 A flf.W. CfRnfiCArf Of o::cuem:.Y. \vfilCH'VcR 0::(uR5 ?. NO S.1G!Wi~ Of MA1t~A5 OR t('Jt'MfNf ~~fcl~l 1\1' mnc;11, ROOfZONf, 15 ;\1,1../N/t'D. vll<:1'11:i 0['V£L.Of'M£N1'. ~IO PfR50N StWJ Alf Pr.H ANY U?J."Cr ro NlY D£~CW,11:'D PCY< PROft:C11CN. 6. <!'ft/Cf'/ i:!'P I-JR PWfr'C11VC ffNCINi:i A5 lf-0\i:f:W. 1. woe o!'IU ,t7r ft fUW DR Cllf Wlfri!M 11-t CRZ Cf IN( ffl't vf5!uNA!W fO RW,\IN \\llr'Oc'f f'!lOR lctl/~W ~y 1ff Off' S OJill..!FW fRce PROIT'C110N PRGff5510Wt /\Nr Ni'IANCe. \'1!'.ifffN ff?RO'l/t FROM 1ft' ViR!'CfOR. 8. ro fr!' artA11'5f fX1!',ii F~K110i, lmcifl ffl'N0 1fS :t'iftc (11' WCAffD Olif5117f Of frlc ROO, PROffrnON ZOfl\: Of -rrcfe5 fO ~!' !ZtffJ.IW. ~!Nu Cf' ~J~f-WNa LNOfR fcie CRZ ii.JI.I Bf CON51r!:',W 1-N f111'RN/\flW, ~jf 51tA1c iXOu~r frt fOViNC1, Wi1f1W N'PROV!l Of 1Hf Oisl'Cft,R, 9. ffi;;/$ mr Ofrf'R vtCHA~ON re B!' fff!i,\rr ':WU Bt PROffCffl; FWM !:'RQ:,ON A\P Sf:V!MtNfA-r10M. CHECKED FOR COMPLIANCE TO CITY STANDARDS ECT I I l>I> >I i I I ~·,L 2:_·2, ~ -, ~ - I I V) I I 'z: w :::c: 2 I I 0 (J)' (J) u c--'= i::= (J) / z: u-' ~u :z: Q OS 0 5 2 [t'. ~l-u 0 Le.: (J) u ~ ~1 u:::: > u '~ VJ 1_,J G -LJ LJ u u Cc re" [t'. [t:: I-' !cJ w c-- [L [L Lu Lu CL c-- : 1/) i;j CL ~ '" -..j- d . -- < ro ~ 0 ,·,J c,, ["} ; c::i 0 c,j ! --- 0 ,---z "' n ~ ~ 0 't ~ M 0 st QC a, ~-a, ' ~ ,'!:: '° = '° "5 0 st t'iJ ' ~ ~ .s ~ .s ~ st -; Qi 8 ~ ~ = al ~ 0 • ..= §' ~ i:i. ~ Qi ~ ,JJ Ill ~ 'C "'O s ; ~ = = ;a 0 ~ ~ ~ Qi 0 i .... ~ l ~ s ... ! Qi 0 ; ..= • ~ ~ ~ ... ~ ·1 ~ ~ ~ ~ "' 1: ~ z ~ ~ ;;j! :a ~ ~ s ~ Qi -----~ ~!Jl1J1Nt\i.C Oiffi5~VN Df!AF~I\G BY JMV ·~-- UAE: 8-12-14 SCALE AS SHOWN L-4 SHEET 29 OF 39 33 \ I A. C' v,.) ! I '@,.--,, I , I \ . I ' / ,_,. 32 I I ' i / i j ' I I , ' i I ' ' ; i ' ' I i : I I i ' ' : I i i' I i I 1 ' i i : 1 rh'ii i ii' I L''· : I:: i -"--- LOCATE IRRIGATION MAINLINE IN LANDSCAPE BEDS, TYPICAL. SHOWN HERE FOR CLARITY :1 8 I 7 IRRIGATION PLAN -NORTH SCALE 1"=20' 5 ADJUS DIUS TO AVOID OVERSPRAY ONTO DRIVEWAYS AND SIDEWALKS ADJUST IRRIGATION SYSTEM TO AVOID OVERSPRAY ONTO MONUMENT SIGN. ADJUST IRRIGATION SYSTEM TO ACCOMMODATE PLANT MATERIAL AROUND MONUMENT SIGN D I MOUNT NEW IRRIGATION CONTROLLER TO BACK OF MONUMENT SIGN. COORDINATE LINE VOLTAGE OUTLET WITH GENERAL CONTRACTOR I POINT OF CONNECTION WITH 3/4" WATER METER. SEE CIVIL SET 31 / ( /) (~· _-· ------·· / I ) / ,-------------SCH 80 PVC union, Typ. ~-------Automatic control valve Weathermatic 8000-CR ~ Vault flush w/ finish grade \ Ii ii 11 11 II I Ii 11 fl / ii i ii 11 fl ii 11 ii 11 11 11 ii ' .-----Carson standard valve box 1" or 1-1 /4" valves carson jumbo valve box 1-1 /2" or 2" valves ' , I SCH 80 PVC Vault to extend min. 6" below valve. use extensions as necessary. street bushing SCH 80 PVC nipple, typ. SCH 40 lateral line length as required ?k-------..:::.._::_.:....:_:....=.__:_=:_::_:=_,;:::::,.,_::;=:::::;----SCH 80 PVC st bushing SCH 40 PVC tee SCH 40 main line REMOTE CONTROL VALVE -DETAIL NOTTO SCAT,R CHECKED FOR COMPLIANCE TO CITY STANDARDS ~ (/'J ~ ~ 13 00 0 1"""i EB 0 20 ~ 80 NORTH SCALE 1"=20'-o" SHEET SIZE 22"x34" I I Ul :z: c.J 2 2 0 en ,_c '>-r en z u' u 7 d:2 / __ CJ i= ·~ [t 9:: (---: w Vl cc / [L 5,~i:'.= 8"1 w!~ u u::: i 0:: er: f- w f-o_ ''' w cc f-rn :,_-_. Cu cc. -.._j-' --...j- w ~·~ '.cc.( CO 0 ~'-..I ,'0 c.J ci ~-sj ci z ~ ,", ~ N 0 ~· ['-. M 0 ,:j' QC a, a,) ' a, ' ~ .... '° .... i:: '° -5 0 ,:j' t'.o ' ltl ~ C N S ~ ;a ,:j' ,, 0 a,) ., OJ () .. = . §' ~ 0 OJ • i ;' ~ ~ OJ () .... ., (I) .... 'C "C -~ s § ~ = ;a O '>. ~ () OJ -0 :;:l -;:: ~ .... ~ s ": OJ ,8 I • j ~~ ~ ~ ·1 ' ['-. ~ ·~ ,.. OJ ~ ~ -;:: z .. ~ ~ a;. ;;: ~ > ~ s ,.. DESIGNrn: JMV DR/•fTING BY: JMV 01\TE 8-12-14 SC1\Ll: AS SHOWN L-5 SHU:1 30 OF 39 ----------------------- I r-., ,i L \~ <) ) / \ " ' \ ) '1 '1" ) u / I ,--, '()'1"" I ' IL) \ / '-~ I I I . I ) \ \ \ ' \ ' \ I I ri '' ,o / : i I i I IRRIGATION PLAN -SOUTH SCALE 1"=20' 16 / \ \ \ , ,/ .;; i/ MATCHLINE -SEE SHEET L-5 / , / I I i \ ! \ ) i I I ~-Pop-up spray head or rotor ill ~ Flush w/finish grade --i,;---~~='71/r---:t-~ Irrigation nozzle and body, typical. z -2 co ,- Type and model per plan. Use bottom inlet only SCH 80 PVC nipple, length as necessary Trace wire as specified '; 1 L_ 22 Pre-manufactured flex pipe swing joint \ SCH 80 PVC fittings, TYP. SCH 40 PVC lateral, TYP. size as indicated on plan SPRAY HEAD -DETAIL I I ' I NOTTO SCALE ) , ( I ' i ,,,· . IRRIGATION NOT·ES • IRRIGATION SYSTEM INSTALLATION SHALL COMPLY WITH ALL APPLICABLE U.S. BUILDING CODES. • THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND TO PROTECT UTILITIES FROM DAMAGE. • CONSTRUCTION HOURS ARE 7:00 AM TO 6:oo PM MONDAY THROUGH FRIDAY UNLESS ALTERNATIVE HOURS ARE APPROVED BY CITY OF RENTON. ALL TRUCK TRAFFIC, INCLUDING FILL AND DELIVERIES THAT USE CITY STREETS, ARE LIMITED TO 8:30 AM TO 4:00 PM MONDAY THROUGH FRIDAY. ALL CONTRACTORS SHALL HA VE A CITY OF RENTON BUSINESS LICENSE, IF REQUIRED. • A COPY OF APPROVED PLANS SHALL BE ON-SITE AT ALL TIMES. • AS -BUILT RECORDS OF ALL IMPROVEMENTS SHALL BE GENERATED AND MAINTAINED AS WORK PROGRESSES. • ALL EQUIPMENT MUST BE REFUELED OFF SITE OR ON AN APPROVED FUEL PAD • USE VARIABLE ARC NOZZLES ONLY WHERE STANDARD NOZZLES WILL NOT SUFFICE. • COORDINATE SLEEVING WITH OTHER TRADES-18" MINIMUM COVER. • STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. PLAN IS DIAGRAMMATIC. • SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING. • ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS, OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 1-1/2 TIMES THE DIAMETER OF THE INSERT PIPE, 6" MIN., OR AS INDICATED. SLEEVING MAY BE INCLUDED FOR FUTURE WORK. • ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED IN THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS PROPERTY. • MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. DO NOT USE 1/2" DIAMETER PIPE • LATERAL LINE SHALL HAVE 12" COVER, AND MAINLINES 18". 24" MAXIMUM COVER. • REFER TO PLANTING PLAN FOR EXACT BED LAYOUT. INTENT IS THAT ALL NEW PLANTINGS AND LAWN RECEIVE ADEQUATE WATER. • NO VALVES, HEADS, OR LATERAL LINES SHALL BE INSTALLED UNTIL THE IRRIGATION METER AND BACKFLOW ASSEMBLEY ARE INSTALLED AND FUNCTIONING. -------------------. • NOTIFY LANDSCAPE ARCHITECT IF ANY SITE CONDITIONS PRECLUDE THE ABILITY OF THE CHECKED FOR COMPLIANCE TO CITY STANDARDS CONTRACTOR TO INSTALL THE WORK AS SHOWN IN THE PLAN SET. ED 0 20 40 80 NORTH SCALE 1"=20'-o" SHEET SIZE 22"x34" ~ ~ • ~ ~ • ~ ~ I r~- , N 0 •I•<"• t--M ~' 0 "" IJ,j' CCI Q'I ... Q'I '° .... = '° .= 0 "" ~ t'll ,b ;,.. = N S c'd .... "" , .i:; .., o· IJ.) ~ = ~ i::li ;s: 0 ~ c'd i OS ~ .., .., = "' [I} -~ 1 "'O = s = ;a O ~ c'd o~.., -.... o ·a "' ~ ;s: s ~ ~] ! .~ <II @ '""li::: ;S '1 R » ... Cl ~ ..l ] ~ z > ·;:; ~= "" <II t--s ~ Cl 1 ·:ITV Of IENTON PLA\'.lhHN-G DlVl5!0~J JMV DRA"HIC BY JMV nATI:. 8-12-14 ------- SCALE: AS SHOWN L-6 Sll[[T 31 OF39 ' ,, SYMBOL rn lliJ Ri ffi D 0 0 [;', Qi @ IRRIGATION SCHEDULE MANUF./MODEL NUMBER GPM RADIUS PSI IRRIGATION HEADS RAINBIRD 1400F SERIES XERI-BUBBLER PRESSURE-COMPENSATING BUBBLER NOZZLE F 1.4 20 1 BUBBLER PER TREE, TYPICAL. LOCATE ON UPHILL SIDE OF TREE. LATERAL LINES FOR BUBBLERS CAN BE PLACED ON TOP OF FINISH GRADE IF LINES ARE COVERED WITH 4" DEPTH WOOD CHIPS OR SIMILAR MULCH RAINBIRD 1800-SAM-MPR SERIES SPECIAL PATTERNS -STRIP SERIES 15EST 0.61 9SST 1.73 15SST 1.21 8 SERIES 8-Q (QUARTER) 8-T (PARTIAL) 8-H (HALF) 8-F (FULL CIRCLE) 10 SERIES 10-Q (QUARTER) 10-H (HALF) 15 SERIES 15-Q (QUARTER) 15-H (HALF) HUNTER MP 2000 ROTATOR 90-DEGREES 180-DEGREES 360-DEGREES 0.26 0.35 0.52 1.05 0.39 0.79 0.92 1.85 0.30 0.74 1.47 4'x15' 9'x18' 4'x30' 8' 8' 8' 8' 10' 1 O' 15' 15' 15'-20' 15'-20' 15'-20' TURN DOWN RADIUS AS NEEDED TO AVOID OVERSPF\AY MP 3000 ROTATOR 90-DEGREES 0.75 26' 180-DEGREES 1.50 26' 360-DEGREES 3.00 26' TURN DOWN RADIUS AS NEEDED TO AVOID OVERSPRAY ELECTRIC SOLENOID CONTROL VALVE RAINBIRD PEB SERIES VALVES 30 30 30 30 30 30 30 30 30 30 30 40 40 40 40 40 40 LOCATE VALVES IN CARSON STANDARD T-TOP VALVE BOX, OR APPROVED EQUIV., 2 VALVES PER BOX MAXIMUM. EACH BOX NO CLOSER THAN 16" TO NEXT BOX CONTRACTOR TO USE 1" VALVES FOR FLOW RATES BETWEEN 1 -15 GPM CONTRACTOR TO USE 1-1/2" VALVES FOR FLOW RATES BETWEEN 15.1 -50 GPM REMARKS 4" POP-UP (LAWN) 4" POP-UP (LAWN) 6" POP-UP (SHRUB) 4" POP-UP (LAWN) 6" POP-UP (SHRUB) 4" POP-UP (LAWN) 6" POP-UP (SHRUB) 4" POP-UP (LAWN) 4" POP-UP (LAWN) POINT OF CONNECTION with EXISTING 3/4" WATER METER -1-1/2" FEBCO 850U DOUBLE CHECK VALVE ASSEMBLY and -1-1/2" WILKENS 600 SERIES PRESSURE-REDUCING VALVE, LEAD FREE RAINBIRD ESP12-LXME CONTROLLER WITH 1 ADDT'L MODULE (8+8-STATION MODULES). MOUNT TO BACK OF MONUMENT SIGN. COORDINATE 120-VOL T POWER CONNECTION WITH GENERAL CONTRACTOR QUICK COUPLER RAINBIRD BRONZE MODEL 44LRC ON A 1" 3-WAY LASCO PVC SWING JOINT. PROVIDE ONE MATCHING KEY AND SWIVEL HOSE ELL FOR EACH 3 QUICK COUPLERS. LOCATE QUICK COUPLER IN A CARSON 10" ROUND VALVE BOX IRRIGATION LATERALS-SCH 40 PVC IRRIGATION MAINLINE-1-1/2" SCHEDULE 40 PVC IRRIGATION SLEEVE-6" SCHEDULE 40 PVC NOTES: 1 . Do not allow vault to rest on pipe. Use extensions as necessary. 2. 3. 4. Valve to be set plumb and centered in valve box Contractor to provide (2) each QCV keys and swivel hose ells. Provide 6" depth drain rock. ----Flush w/finish grade Carson 1 O" round vauld with locking lid NOTES: 1. Do not allow vault to rest on pipe 2.AII brass fittings to be same size as backflow preventer 3.AII brass fittings from meter assembly to DCV 4. See specifications for gate valve vault Quick Coupler Valve ~--do:::.......~----.L_,,a-::,o--=----SS Hose Clamp (2) ----Flush with finish grade ,,----Brass nipple, 4" length, TYP. -----Double check valve ,_: : '' \ / ·-: />/': / .. · .. , :, ) (:,: -:_;,:·; '·, ----SCH 80 PVC nipple ~ SCH. 80 PVC ST. ELL & 900 ELL SCH 80 PVC nipple, 1" x 12" length Provide trace wire as specified. ......_ SCH 80 PVC TT 90 and 3" length SCH 80 PVC nipple Steel 'T' fence post, 36" length SCH 40 PVC main line -=='f~===~~6=;:r,~--1-1 /2" FEBCO 805Y Utility Vault Co. Concrete with hinged locking lid FF=i11d:!tillrJ1ll=~~:_-Brass Tee w. brass plug, TYP. r-H-""=>-6" Brass nipple, TYP. "MIN. "-...__ Brass union, TYP . \_ n "0 ');~,i~ .. ...... ·1:" .. --,_ )•}izi;;~n D ·!~'' 3 ,3[t1 (CJ8"LJ New 2" Gate valve Washed drain rock. 6" Depth throughout Brass Tee w/ brass plug, TYP. Mainline to control valves Brass coupler andSCH 40 PVC male adapter TYP. QUICK COUPLER -DETAIL POINT OF CONNECTION -DETAIL NOTTO SCALE E w > 0 C z " CD ~ c__+-L;l lCI-P.-.A-'l (PLUl) 6"AJOV[ ~'IP= ~--+-~CLEA>J, COMP/\CTD, SUITABLE [,JA 1·1\/EB.t,,C-<FILL. -SCI I 4:J PVC f/AI~ L!i\JE. vlAIN LlcF Fl~NCH N:::w .:::JAVD/rn r CH lX.'.:i:,Nc PAVE.',1[1\IT .:::JA 1·u1 -':::R s:-'R STD ?LANS & Sf-'lCS (-YP.)-~ BUNDI_E CCH'1TROLLER WIRES l.mm:R MAIN ur,.;c: ON 0,1 1--'0S IE SIOt: FkWi SWIHG ... c1:ns (WHE~J LATERA:.. & MAl:.J ~;HA-ff THE ~;Af,ir: TRENCH). NCT[: TAP: W,T::..S PEF\ SPEC. BUT DO NOT TAPE 8UND1.FD './1'18[S TO lv1N\J LINE. rn-JISH G:\/\JE %<, ,, <, _<! SAWCU r F:XI~ :1NC .;; .e1 PAVL:.t..·L>J I ( I IICKNbS ,; "' \/ARIFS TYf"}_) a ., -~+-JETECT A fi\PE (BLI ... E & RED) SH/1LL !:JC RRICA'.ON SLEEVF J_kC:I\CjlNG UI\Cc:-R PA.~I •NAY Of/ SID Fl/,/.A,1 K 5" G[L0\11/ TOP 01 TR[\JCI i ·::f<AJ:::: OV['? :::ACH p __ :::iE OR CO~IDJ,T (TYP.) ALL.. BACl<Fll_L SHAI.I_ RF /1/._N::RAl .4,GGi?LGAT[ TYP[ 2 ("i --,l" ~IINIJS Cf?) SCH. ,;.c P\IC SL:::EV[ w:TI I \{\.ll.J~J OR LA,lrnAI_ ur,Jb & CUI\IHUI_ ','.'IIW'.:, l~J SEPC:RATE CONDUI:' &/OR SLEC:VE (-:-YP.) fJOTES, 1. SL·=.t.\i'=. IU S1Ll SHALL 81:: .Al U:.:A')i L 1,f...1C:S GRCAl!::k lrlAf\. '.JD SIZE OF :HE ?IPE. 2 •N.RES SliA'....L E3[ IN SC:PERAT CONDUI-- SL.:::EVE FXCE?T IJHDER RC/1D'.:: WIT-l HE/\VY \/":::HICL..E TR;\F_=-Jc. .3. SL[EV::S SI l.t..LL ~E REQUIRED Ut~DER ;.\LL PAVED 1-\REJ-\S & \V.t•.LL.. '.JR FOOTING r'E~JETRATIONS. IRRIGATION TRENCH -DETAIL NOTTO SCALE NOTTO SCALE FINIS'.--l CRA.DE ~-----c~-16+-,-uuLU-A-l"Af--'_ (JUL) %< 6" ~Fl.OW GRAJF (TYP) ,, /,; 1-~~-c··t>L'"--Ci_EAl'l, cm,IPACEJ, SU.T/\BLE N1\TIVE BACKFILL. ;c..-"-----'1--SCH 40 LATERAL _lf'..E BUNDLE CONTRO_LER WIRES RFSIDf:/REI_OW 1/i\.N _ I\JF: 01\ OPPOSITE SIDE F:\orv· S°'Nlf\::; ,JOIN rs ~J_o-::-E. _TAPE _w1;;.:Es __ P_'::R__ SPEC. BUT DO /\OT TAP;:-BLNJLE,J WIRES TO t,1/\l~J I INE. <!~ :':'1 I 111 · ffi ffi" ffi ITI . rn~~II I:::':;<._~<:;(. z ~ II Ill Ill Ill II Iii"= 1--11 . ) 4 TOP SOIL t:, 0 =I I • 111 111= 11 I H=I I [:::I I = = ' DE-E:T-/.-T,\PE (RED) ~ I 1=111=1 I l=I' = =111= I= 11=1 ;:; ii" REIO'// GRADE (WP) 25;-:.-< DE"'."EC:T-A-TAPE (DLIJ[) ~ G" BELOW GRADE (TYP) L .,,1' .. .,_"' )" 1---~~-1'--~CLEAN, COI.H'J\CTED, SUIT.A.BL~ NATIVE BACKCILL. ~----+---PVC (GRAY) E~C:Cl:<ICAL t co~muir,:s) (SIZE & TYPE AS I·. II SPECIFIEJ UN Uf\AWINCS). ·.;:-· ___ ' ... -·L' r ---·~, -PIPE arnc1r,JG 3H/\ __ BE f,11.'~ERAL . . · A~GREGATE T':'PE 2 I SCH/10 1--'VC ,\.1f\lNLINE ('YI-'.) -UUNIJL -CUNTl~(JI N -w=; 'Tu\4s(,I / BESIDE/BEL0\11l NIA:\: LINE 01\ OPPOSI I[ SID[ FIWV. SWIN::; .JOINTS (WP ) ~JOTE: J".£1,f--'I~ w:.~1·s ;., :11 Sl--'l·:C. _Bl.Ji JO NOi ''Al'[ HUN)I_E'j 'vVl.~~s TO tvlAIN Ll~E. MAI\J Ll~F & LATERAL It\, SAIAE TF\Ct\CI i Q_ ' C- C' • w CD b 1,J[W PA\/D.1ENT CR ,:::XISTING PAVE:-IIFtH PJ\TCH PF:R SPR & COS ST,J P:..ANS & SPC:Cc; (rYi-'.) -~ • <J MAI~! 1 INE & POW[f, SUPPLY IN S/\.lvlE TRF:NCI- 6"Wl)F TRFNCI-' (OR AS .=;;(::QUIRED TO ALLOW ADEQl_.'/\TE cm,1PAC !ION OF UACK:-'ll_t.) . I : -1 FINISH GRACE 0 -'------R-,-,lH UE TC 1-A-l'Af-':. :BLUE) Sl-'/1_L BE G'' [ffl.OW TOP OF TR[NCI I C:~ADE L 2 i---+--A.J_ HACKF-: J. SHALL BE MINERAL AGGll[GATE TYP[ 2 (1-r .VllhUS CR) -DJCT;~= 11?0~ SLEEVE Wl-h M/\ .. \J OR LP.IL~AL L;:-J[S & CONTROL WIF~:::s IN CONDUIT & IN SLC:E\/E (TYP. UNDER ROADWAY) l,RRIG/1.TICrl S_[EI/~ TRENCI-ING UNDFR R0/1.DWA\Y OR STR[[T Of,ll)' NOTCS· 1. SLEEVE ID SIZE Sf-:AL!_ DE AT Ll~AST 2 TIMES Cf{[AT[R Tl iAN OD S.ZE o:=-Tr1F P!~~F:_ 2. WIRES SI IA_L BE l,'J SEPERJ\TE CONDUIT SLEL\IL :.::XClr'T L,>-lOER ROADS W· IH HE,WY \IEHIC_E TRAFFIC. 3. SLlt.VlS S -IALI_ F3F REQUIRED UNDER AL_ ::iAI/ED AREAS & WALL OR FOO-IN: PF.Nl':TRATIONS. PVC (CRAY} ELLCT.-(CAL CONDUIT (SIZE AS SP[Clll[D O~J DRAWl~GS). POVVEI, SUPPL'(_I RENCH CHECKED FOR COMPLIANCE TO CITY STANDARDS ~ so-w ~ ~ I -OJ Cl ·"1:: ('-.j ,V) r I ci ,..._j 0 ~ .") z C rv or-RE!\JTON i.A).ji'".11>JG Dfl.JIS!ON DR/fllNC 3Y: JMV JMV Di\TE 8-12-14 SCAl,c: AS SHOWN L-7 Sf[ET 32 OF 39 I' ' ,,, SITE DESCRIPTION SEWALL WETLAND CONSULTING INC. CONDUCTED A WETLAND DELINEATION ON THE PROJECT AREA ON DECEMBER 3, 2013 AND JANUARY 8, 2014. THE SITE ENCOMPASSES APPROXIMATELY 9.73 ACRES, WEST OF 108TH AVENUE SE IN THE CITY OF RENTON, WASHINGTON (SECTION 32, TOWNSHIP 23N, RANGE 8E, W.M. ). THE PROJECT AREA IS PARTIALLY DEVELOPED, CONTAINING TWO SINGLE-FAMILY HOMES WITH ASSOCIATED LAWNS AND ORNAMENTAL LANDSCAPING, GRAVEL DRIVEWAYS, THREE OUT BUILDINGS, AND A LARGE UNMAINTAINED PASTURE. THE SITE CONTAINS SOME INTACT FORESTED AREA ON ITS SOUTHWESTERN SIDE AND IS ADJACENT TO A HISTORICALLY DISTURBED FOREST. THERE ARE REMNANT STUMPS FROM HISTORICAL LOGGING ALONG THE WESTERN SIDE OF THE SUBJECT AREA. THE PROPERTY DISPLAYS A GENERAL WESTERN ASPECT, WITH THE WESTERN EDGE SLOPING DOWN TOWARD PANTHER CREEK. SURROUNDING LAND USE IS COMPRISED OF SINGLE-FAMILY RESIDENTIAL DEVELOPMENT TO THE EAST, NORTH, AND SOUTH. THE PROJECT AREA IS BOUND ON THE WEST BY IMMATURE FOREST, AND A DEEP GULCH IN WHICH PANTHER CREEK FLOWS. THE PROPERTY IS ZONED BY THE CITY OF RENTON AS R-8, RESIDENTIAL. TWO STREAMS (PANTHER CREEK AND UNNAMED STREAM A) AND FIVE WETLANDS (WETLAND A THROUGH E) ARE LOCATED ON OR WITHIN 200 FEET OF THE PROJECT AREA. THE WETLAND AREAS ARE EMERGENT SLOPE-TYPE WETLANDS. THE VEGETATION IN THE WETLAND AREAS ARE DOMINATED BY HIMALAYAN BLACKBERRY, REED CANARYGRASS, SOFT RUSH, AND CREEPING BUTIERCUP. THE NON-WETLAND FORESTED AREAS ARE DOMINATED BY IMMATURE RED ALDER AND BIG LEAF MAPLE, WITH A DENSE UNDERSTORY OF HIMALAYAN BLACKBERRY, SWORD FERN, INDIAN PLUM, ELDERBERRY AND STINGING NETILE. THE HIGHER UPLAND AREA IN THE EASTERN PORTION OF THE SITE IS ABANDONED PASTURE AND LAWN AREAS DOMINATED BY A MIX OF PASTURE GRASSES INCLUDING ORCHARD GRASS, TALL FESCUE, BENTGRASS AND QUACKGRASS. UNDER RENTON MUNICIPAL CODE (RMC), CHAPTER 4.3.050, THE ON-SITE WETLANDS ARE ALL CLASSIFIED AS CATEGORY 3. CATEGORY 3 WETLANDS TYPICALLY RECEIVE 25-FOOT PROTECTIVE BUFFERS. PANTHER CREEK, WHICH FLOWS SOUTH TO NORTH OFF-SITE, IS IDENTIFIED ON WDFW'S SALMON DISTRIBUTION MAP AS HABITAT FOR COHO SALMON, WHICH GRANTS THIS STREAM CLASS-2 DESIGNATION AS DESCRIBED IN THE CITY OF RENTON STREAM CLASSIFICATION SECTION_ CLASS 2 STREAMS TYPICALLY RECEIVE 100-FOOT PROTECTIVE BUFFERS. UNNAMED STREAM A IS AN INTERMITIENTL Y FLOWING, NON-FISHBEARING STREAM AND THEREFORE IS CLASSIFIED AS CLASS 4. CLASS 4 STREAMS TYPICALLY RECEIVE 35-FOOT BUFFERS. WHEN TWO OR MORE BUFFERS OVERLAP, THE MORE RESTRICTIVE BUFFER IS APPLIED. PROPOSED DEVELOPMENT GREENLEAF-LAROSA LLC, HEREAFTER REFERRED TO AS THE APPLICANT, IS PROPOSING TO CONSTRUCT A 34-PLAT SINGLE-FAMILY RESIDENTIAL DEVELOPMENT AND ASSOCIATED INFRASTRUCTURE ON THE 9.73-ACRE PROJECT AREA. IN JANUARY 2014, SEWALL WETLAND CONSULTING INC. PROVIDED A WETLAND MITIGATION PLAN AND CRITICAL AREA STUDY FOR THE PROPOSED PROJECT. AS A RESULT OF A NEW PLAT LAYOUT, WETLAND RESOURCES INC. IS PROVIDING A REVISED WETLAND MITIGATION PLAN TO REFLECT THE MODIFIED SITE PLAN. THE PROJECT WILL BE SUBMITTED TO THE ARMY CORPS OF ENGINEERS FOR REVIEW. TO ACCOMMODATE THIS DEVELOPMENT, THE APPLICANT IS PROPOSING TO FILL WETLAND-E AS PART OF THIS DEVELOPMENT ACTIVITY, A CATEGORY Ill WETLAND PER CITY OF RENTON CLASSIFICATION (WASHINGTON DEPARTMENT OF ECOLOGY CATEGORY IV CLASSIFICATION) A TOTAL OF 0.023 ACRES (996 SQUARE FEET) OF WETLAND FILL IS PROPOSED. THE SUBJECT WETLAND IS LOCATED IN WRIA 9 (DUWAMISH-GREEN RIVER WATERSHED). THERE IS ONE SMALL INTERMITTENTLY FLOWING CLASS 4 STREAM LOCATED ALONG THE SOUTHEAST SIDE OF THE PROJECT AREA. PANTHER CREEK, A CLASS 2 STREAM, LIES ADJACENT TO THE WESTERN SIDE OF THE PROJECT AREA, AND IS LOCATED ENTIRELY OFF-SITE. AS COMPENSATION FOR THIS FILL, THE APPLICANT IS PROPOSING TO ENHANCE 7,774 SQUARE FEET OF WETLAND-A. THIS EXCEEDS THE DEPARTMENT OF ECOLOGY'S STANDARD OF A 6:1 ENHANCEMENT RATIO FOR WASHINGTON DEPARTMENT OF ECOLOGY RATED CATEGORY IV WETLANDS. THE USE OF ENHANCEMENT OF WETLAND-A AT A 7.8:1 RATIO WILL IMPROVE AN EXISTING DEGRADED LOW VALUE WETLAND, AND CREATE AN AREA WITH A FORESTED AND EMERGENT PLANT COMMUNITY WITH ENHANCED FUNCTIONAL VALUE. THE ENHANCING OF WETLAND A WILL PROVIDE A FUNCTIONAL LIFT (RAISING THE WADOE CATEGORY FROM A IV TO A CATEGORY Ill WETLAND) THROUGH ENHANCED WILDLIFE HABITAT FUNCTION. THIS ENHANCEMENT WILL MITIGATE FOR THE LOST FUNCTIONS OF THE SMALL LOW VALUE WETLAND TO BE FILLED. THE CONSTRUCTION AND ASSOCIATED GRADING FOR A STORMWATER DETENTION POND ON THE SOUTHWEST CORNER OF THE PROJECT AREA WILL RESULT IN 1,465 SQUARE FEET OF TEMPORARY BUFFER IMPACT. HIMALAYAN BLACKBERRY AND PASTURE GRASSES DOMINATE THE IMPACTED BUFFER AREA. BLACKBERRY WILL BE REMOVED, AND THE AREA WILL BE SEEDED WITH A NATIVE GRASS MIX TO PRE-CONSTRUCTION CONDITIONS. A STORMWATER DISCHARGE PIPE AND OUTFALL STRUCTURE WILL BE LOCATED IN A PORTION OF THE PRESCRIBED BUFFER OF PANTHER CREEK. THE PIPE WILL BE LAID BY HAND ABOVE GROUND TO REDUCE POTENTIAL BUFFER IMPACT. THE INSTALLATION OF A DISCHARGE STRUCTURE, AND INSTALLATION OF THE PIPE WILL RESULT IN 992 SQUARE FEET OF TEMPORARY BUFFER IMPACT, AND 309 SQUARE FEET OF PERMANENT IMPACT. THIS AREA IS DOMINATED BY INTACT FOREST, AND NO TRESS WILL BE AFFECTED DURING THE CONSTRUCTION PROCESS. THE TEMPORARILY IMPACTED AREA WILL BE RESTORED WITH NATIVE SHRUBS TO PRE-CONSTRUCTION CONDITIONS. TO MITIGATE FOR THE 309 SQUARE FEET OF PERMANENT BUFFER IMPACT, ADDITIONAL BUFFER FOR PANTHER CREEK WILL BE DESIGNATED AT A 1.5:1 RATIO. THIS ADDITIONAL BUFFER WILL RESULT IN NO NET LOSS OF FUNCTIONS AND CONFORMS TO THE MITIGATION STANDARDS OUTLINED BY RMC CHAPTER 4.3.050. WETLAND MITIGATION PLAN GREENLEAF PORTION OF SECTION 32, TOWNSHIP 23N, RANGE SE, W.M. GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON CODES, ORDINANCES, AND APPROVED PERMIT CONDITIONS. 2. BEFORE THE START OF ANY CONSTRUCTION, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN CITY OF RENTON, THE OWNER, AND THE OWNER'S REPRESENTATIVE. 3. A COPY OF THESE APPROVED DRAWINGS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGAURDS, SAFTEY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF THE WORKS SHOWN IN THESE DRAWINGS. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERUPT NORMAL TRAFFIC FLOW SHALL REQUIRE TRAFFIC CONTROL IN ACCORDANCE WITH ANY AND ALL CITY OF RENTON STANDARDS. 5. SITE CONDITIONS MAY VARY BASED ON SEASON AND/OR TIME OF YEAR. CONTRACTOR SHALL ACCOMMODATE REALIZED AND ANTICIPATED SITE CONDITIONS WHEN COMPLETEING THE WORK SHOWN ON THESE DRAWINGS. CONSTRUCTION SEQUENCE 1. LOCATE AND PROTECT UNDERGROUND UTILITIES WITHIN WORK AREAS. 2. FLAG LIMITS OF PLANTING AREA AND LOCATION OF CRITICAL AREA FENCING. 3. REQUEST AND ATIEND PRE-CONSTRUCTION MEETING WITH OWNER, CITY OF RENTON, AND CONSUL TING BIOLOGIST. 4. CONTROL NOXIOUS WEED SPECIES WITHIN PLANTING AREA (SEE "NOXIOUS WEED CONTROL" SHEET 2). - 5. THIN RED ALDER (SEE DETAIL 2:3). 6. INSTALL NATIVE PLANTS (SEE SHEET 2). 7. INSTALL CRITICAL AREA FENCE (SEE DETAIL 2-4). 8. CLEAN-UP AND DEMOBILIZE FROM SITE. 9. REQUEST FROM AND ATIEND INSPECTION WITH OWNER 10. CONSULTING BIOLOGIST TO COMPLETE AS-BUILT AND SUBMIT TO CITY OF RENTON. 11. CONSULTING BIOLOGIST TO COMPLETE 5 YEARS OF MONITORING. PROJECT SITE LEGAL DESCRIPTION PARCEL 1-KING COUNTY TAX PARCEL NO. 3223059344 PARCEL 2-KING COUNTY TAX PARCEL NO. 3223059237 PARCEL 3-KING COUNTY TAX PARCEL NO. 3223059148 PARCEL 4-KING COUNTY TAX PARCEL NO. 3223059123 PARCEL 5-KING COUNTY TAX PARCEL NO. 6623400054 PARCEL 6-KING COUNTY TAX PARCEL NO. 6623400050 PARCEL 7-KING COUNTY TAX PARCEL NO. 6623400053 CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 - I : T 1 4 5 (UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE) T \ 2 3 i 6 7 UTILITY LOCATIONS AND CHARACTERISTICS SHOWN ON THESE DRAWINGS, IF ANY, ARE BASED SOLEY UPON INFORMATION PROVIDED BY OTHERS. THE UNDERGROUND ROUTING AND CONDITION OF BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED. ADDITIONAL UTILITY LOCATION AND MAPPING MAY BE REQUIRED. FIELD LOCATE, VERIFY DEPTH OF, AND ADEQUATELY PROTECT ALL UTILITIES PRIOR TO THE START OF WORK. I j I I l ---- PERMANENT BUFFER IMPACT 309 S.F. ) NGPA SIGNAGE ' I I 22 I I I I STREAM A CLASS-4 35-FT BUFFER t Weth11d Resources, llfc. '/ I I ~ Delineation I Mitigation I Restoration I Habitat Creation I Permit Assistance ., 9505 19th Avenue S. E. Suite 106 Everett, Washington 98208 Phone: (425) 337-3174 Fax: (425) 337-3045 Email: mailbox@wetlandresources.com \. 167 JAl~A=--I MEDICAL I CENTER ! : -------~----===----.--!d · 11 I! I! Ii I I' I 1' I, I . :, I 11 I , , I i: I I I '1 ' ,I i i: i I iii !/, I ______ -_-_~J[ J I ,1 -. ,,1 CATEGORY Ill 25-FT BUFFER _.,,, -', I \1: ii I: SCARR rlO PROJECT ~ ==i· -· STIE ~ SE192Nosr m w m ~ ~ Scale 1" = 75' 1··· - -,-----0 75 LEGEND • NGPASIGN t:~ j WETLAND [J WETLAND ENHANCEMENT • WETLAND TO BE FILLED ~ TEMPORARY ~ BUFFER IMPACT ~ PERMANENT ~ BUFFER IMPACT ~ BUFFER ~ ADDITION -··-· STREAM ----BUFFER 150 RECEIVED JUN 1 7 2015 C!!Y Or: RENTON ,_ ·-,-, '"l CHECKED FOR COMPLIANCE TO CITY STANDARDS WETLAND MITIGATION PLAN GREENLEAF Greenleaf-Larosa LLC Attn: Rob Risinger 846 108th Ave. NE #200 Bellevue, WA 98004 SHEET 33 OF 39 Job# 14132 Drawn by: JM Date: 01.29.2014 Rev. #1: 08.12.2014 ED ED WETLAND MITIGATION PLAN GREENLEAF CHECKED FOR COMPLIANCE TO CITY STANDARDS PORTION OF SECTION 32, TOWNSHIP 23N, RANGE SE, W.M. I ! • f " ' i VINE MAPLE (ACER C/RC/NATUM) -TYP l i SITKA WILLOW (SALIX SITCHENSIS) -TYP ---t-l ' I "WETLAND A" PLANTING PLAN NOTES: ! . ii ... REDOSIER DOGWOOD ~---(CORNUS SER/CEA) -TYP . ' \ /1, 1 SITKA SPRUCE I (PICEA S/TCHENS/5) -TYP 1. PLANTING AREA CALCULATIONS (FOR PERMITTING REVIEW PURPOSES): 7,744 SF X 0.012 TREES/SF (9' 0.C. SPACING)= 93 TREES 7,744 SF X 0.028 SHRUBS/SF (6' O.C. SPACING)= 217 SHRUBS 2. PRIOR TO PLANT INSTALLATION, CONTROL NOXIOUS WEED SPECIES -SEE "NOXIOUS WEED CONTROL NOTES" (THIS SHEET). } \ • , . 3. PRIOR TO PLANT INSTALLATION, THIN RED ALDER TO 10' O.C. SPACING. REMOVE RED ALDER CONTROL DEBRIS FROM THE SITE AND DISPOSE AT A LEGAL DISPOSAL SITE. 4. PROTECT AND ACCOMMODATE EXISTING NATIVE VEGETATION WITHIN ALL PLANTING AREAS. 5. PLANT MATERIAL QUALITY AND LOCATIONS SHALL BE INSPECTED BY PLAN DESIGNER PRIOR TO INSTALLATION. 6. PLANT LOCATIONS SHOWN ARE APPROXIMATE. ADJUST PLANT LOCATIONS TO ACCOMMODATE SITE CONDITIONS, TO PRESERVE AND PROTECT EXISTING NATIVE VEGETATION, AND/OR PER PLAN DESIGNER AT TIME OF INSTALLATION. "WETLAND A" PLANTING PLAN SCALE= 1:16 COMMON NAME SITKA SPRUCE WESTERN REDCEDAR VINE MAPLE REDOSIER DOGWOOD TWINBERRY HONEYSUCKLE SALMON BERRY SITKA WILLOW PLANT SCHEDULE NOTTO SCALE SCIENTIFIC NAME PICEA S/TCHENS/5 THUJA PL/CATA ACER C/RCINATUM CORNUS SER/CEA LON/CERA /NVOLUCRATA RUBUS SPECTABIL/5 SALIX 5/TCHENSIS SIZE/FORM QUANTITY SPACING 2 GALLON CONTAINERIZED 33 AS-SHOWN 2 GALLON CONTAINERIZED 60 AS SHOWN 2 GALLON CONTAINERIZED 15 AS SHOWN 2 GALLON CONTAINERIZED 35 AS SHOWN 2 GALLON CONTAINERIZED 20 AS SHOWN 2 GALLON CONTAINERIZED 107 AS-SHOWN 2 GALLON CONTAINERIZED 40 AS-SHOWN 310-TOTAL ~ N.T.S. PANTHER ' CREEK \ \ ! ! /\ J : ! I I : I I ' TEMP. $'rREAM BUFFER IMPA9T 992 S.F. / / ( .• ED MULCH AT BASE OF PLANT (6" MINIMUM THICKNESS) PLANT INSTALLATION DETAILS NO SCALE PLACE TOP OF ROOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE ~ MULCH, POTTING SOIL SHOULD BE VISIBLE. 5" MIN. DIA. ROUGH PLACE TOP OF ROOTBALL 1 INCH ABOVE THE LEVEL OF NATIVE SOIL. BEFORE MULCH, POTTING SOIL SHOULD BE VISIBLE. MULCH AT BASE OF PLANT (6" MINIMUM THICKNESS)~ f------10' MAX---~-, CUT WOOD (OR SIMILAR) I RAIL . UNTREATED (TYP) ___ CRITICAL AREA ____ ..._ ____ NON-BUFFER----- BUFFER 3' MIN. MOUND TO DRAIN AWAY FROM POST 2' MIN. l ,;,)! 1 1 1 \\): i 1 6" MIN. DIA. SQUARE OR ROUND ·, •, • 'i-'1 ·+----ROUGH CUT WOOD (OR SIMILAR) ', 1 :1'-:1. POST -UNTREATED (TYP) NOTES: I. I , 1.' 1 ; /)a-----CRITICAL AREA SIGN ! ,_ i I, ': 'i I I ', .ri 11 I ·, Ui ·:: ' '1, 1/1 I \'i\·I I 1 '.1' I, I \}Ii /·. •ro-,, ,'+-----CRITICAL AREA FENCE . \1· •,:ii /1 1; I I ' ' ' I'·, i -. Hi: , 1. FENCE SHALL BE COMMERCIALLY AVAILABLE POST AND RAIL SYSTEM PER THE ABOVE MIN. SPECIFICATIONS. 2. WODD SHALL BE WESTERN REDCEDAR OR EQUAL. 3. SIGNS SHALL BE POSTED AT THE OUTER LIMITS OF THE CRITICAL AREA (WETLAND OR STREAM) BUFFER FACING AWAY FROM THE CRITICAL AREA. 4. SIGNS SHALL BE POSTED NO GREATER THAN EVERY 100' ALONG THE ENTIRE CRITICAL AREA (WETLAND OR STREAM) BUFFER LIMITS. 5. SIGNS SHALL BE OF A SIZE AND CONTENT ACCEPTABLE TO THE CITY OF RENTON. CD CRITICAL AREA FENCE INSTALLATION DETAIL NO SCALE TEMP. WETLAND BUFFER ~---IMPACT 1,465 S.F. \~ ·~ I ------ BUFFER RESTORATION PLANTING THE INSTALLATION OF A STORMWATER DETENTION POND WILL IMPACT A PORTION OF THE PRESCRIBED WETLAND BUFFER. IN ORDER TO RESTORE THE FUNCTIONS OF THE BUFFER AFFECTED BY THIS CONSTRUCTION, RESTORATION WILL OCCUR IN THE IMPACTED AREA TOTALING 1,465 SQUARE FEET. THIS AREA SHALL BE RESTORED IN-KIND AND SEEDED TO THE RECOMMENDED CERTIFIED GRASS SEED MIXTURE BELOW OR A SIMILAR MIXTURE (APPROVED BY THE CONSULTING BIOLOGIST AND/OR CITY BIOLOGIST). BUFFER MIX =C.,,OMM":"'::O=N~NA'='M=E~---==LA=-Tc'-l=cN~N"c'AM=E LBS/1,000 S.F. TALL FESCUE FESTUCA ARUNDINACEA 0.6 COLONIAL BENTGRASS AGROST/S TENU/5 0.5 ANNUAL RYEGRASS LOLIUM MULT/FLORUM 0.5 RED CLOVER TR/FOL/UM REPENS 0.5 A STORMWATER WATER DISCHARGE PIPE AND OUTFALL STRUCTURE WILL BE INSTALLED OFF-SITE IN A PORTION OF THE PRESCRIBED BUFFER OF PANTHER CREEK. IN ORDER TO RESTORE THE FUNCTIONS OF THE BUFFER AFFECTED BY THE INSTALLATION, RESTORATION WILL OCCUR IN THE IMPACTED AREA TOTALING 992 SQUARE FEET. THE FOLLOWING LIST OF NATIVE SHRUBS IS PROPOSED FOR PL.ANTING. COMMON NAME INDIAN PLUM SWORD FERN SALMONBERRY SNOWBERRY LATIN NAME DEMLER/A CERASIFORMIS POLYSTICHUM MUN/TUM RUBUS SPECTABILIS SYMPHORICARPOS ALBUS SIZE 2 GAL 2 GAL 2 GAL 2 GAL SPACING 6' 6' 6' 6' QUANTITY 7 7 7 7 28 · TOTAL I \4frtbnd Reso11rces, Inc. ///( I I fr Delineation / Mitigation / Restoration I Habitat Creation / Permit Assistance WETLAND MITIGATION PLAN GREENLEAF 9505 19th Avenue S.E. Suite 106 Everett,Washington 98208 Phone: (425) 337-3174 Fax: (425) 337-3045 Email: mailbox@wetlandresources,com Greenleaf-Larosa LLC Attn: Rob Risinger 846 108th Ave, NE #200 Bellevue, WA 98004 -------· ---- SHEET 34 OF 39 Job#14132 Drawn by: JM Date: 01.29.2014 Rev. #1: 08.12.2014 RECEIVED JUN 1 7 2015 CHY Of !tEi\HON PLANNING, D!'f!SlON WETLAND MITIGATION PLAN GREENLEAF PORTION OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. MONITORING AND MAINTENANCE PLAN PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS PLAN GOALS, OBJECTIVES, AND PERFORMANCE STANDARDS ARE OUTLINED IN TABLE 3-1 (BELOW). THE GOALS AND OBJECTIVES OF THIS PLAN ARE CONSIDERED ACHIEVED WHEN THE PERFORMANCE STANDARDS ARE SATISFIED. COMPLIANCE MONITORING PLAN AS-BUILT FOLLOWING COMPLETION OF THE WORK SHOWN ON THIS PLAN, A QUALIFIED PROFESSIONAL SHALL PREPARE AN AS-BUILT OF THE COMPLETED WORK. THE AS-BUILT SHALL SUMMARIZE THE COMPLETED WORK AND ANY DEVIATIONS FROM THE APPROVED VERSION OF THIS PLAN. IN ADDITION, THE AS-BUILT SHALL CONTAIN BASELINE MONITORING DATA AND PHOTOGRAPHS OF EACH ENHANCEMENT AREA. FOLLOWING PLANT INSTALLATION, PERMANENT COMPLIANCE MONITORING PLOTS OR TRANSECTS SHALL BE ESTABLISHED TO DOCUMENT BASELINE VEGETATION CHARACTERISTICS WITHIN EACH ENHANCEMENT AREA. COMPLIANCE MONITORING PLOTS AND TRANSECTS SHALL BE SCALED APPROPRIATELY TO ACCURATELY SAMPLE THE FOLLOWING: • NATIVE WOODY PLANT SPECIES (TREES AND SHRUBS); AND • NOXIOUS WEED SPECIES. BASELINE COMPLIANCE MONITORING DATA SHALL BE COLLECTED AT THE TIME OF THE AS-BUILT USING THE ESTABLISHED SAMPLE PLOTS OR TRANSECTS (SEE "ANNUAL COMPLIANCE MONITORING" FOR FIELD DATA COLLECTION REQUIREMENTS). PERMANENT PHOTO POINTS SHALL BE ESTABLISHED TO PHOTOGRAPHICALLY DOCUMENT REPRESENTATIVE CONDITIONS WITHIN EACH ENHANCEMENT AREA. BASELINE PHOTOGRAPHS SHALL BE TAKEN AT THE TIME OF THE AS-BUILT. THE AS-BUILT AND BASELINE MONITORING DATA SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FROM THE DATE THAT THE WORK SHOWN ON THIS PLAN HAS BEEN COMPLETED. ANNUAL COMPLIANCE MONITORING (5 YEARS) FOLLOWING ACCEPTANCE OF THE AS-BUILT BY THE CITY OF RENTON, ANNUAL COMPLIANCE MONITORING SHALL BE COMPLETED FOR A PERIOD OF FIVE (5) YEARS. ANNUAL COMPLIANCE MONITORING SHALL BE COMPLETED BY A QUALIFIED PROFESSIONAL AND SHALL COMPRISE A SITE INVESTIGATION AND REPORTING PER THE FOLLOWING INTERVAL: , QUARTERLY DURING THE FIRST YEAR (YEAR 1) FOLLOWING PLANT INSTALLATION; AND , IN AUGUST OR SEPTEMBER OF THE SECOND THROUGH FIFTH YEARS (YEAR 2 THROUGH YEAR 5) FOLLOWING INITIAL PLANT INSTALLATION. MONITORING REPORTS SHALL BE SUBM11TED TO THE CITY OF RENTON NO LATER THAN 30 DAYS FOLLOWING EACH MONITORING ASSESSMENT. MONITORING SHALL COMPRISE A QUANTITATIVE ASSESSMENT OF CONDITIONS WITHIN EACH ENHANCEMENT AREA FOR PURPOSES OF EVALUATING THE CURRENT YEAR'S PERFORMANCE STANDARDS. AT THE TIME OF EACH MONITORING ASSESSMENT, THE FOLLOWING INFORMATION SHALL BE COLLECT ED WITHIN EACH ENHANCEMENT AREA AND ASSESSED RELATIVE TO THE SUCCESS STANDARDS ESTABLISHED FOR THE PROJECT: • THE CONDITION OF INSTALLED PLANT STOCK INCLUDING SURVIVORSHIP, HEALTH, AND VIGOR. THE RATIONALE FOR POOR CONDITIONS, IF PRESENT, WILL BE DETERMINED. • THE SPECIES COM POSITION OF AND AREAL COVERAGE PROVIDED BY NATIVE WOODY PLANT SPECIES (TREES AND SHRUBS). • THE SPECIES COMPOSITION OF AND AREAL COVERAGE PROVIDED BY NOXIOUS WEED SPECIES. A DIRECT COUNT INVENTORY AND ASSESSMENT OF ALL INSTALLED PLANT STOCK SHALL BE USED TO EVALUATE PLANT STOCK CONDITIONS. SPECIES COMPOSITION AND AREAL COVERAGE SHALL BE ASSESSED USING THE SAMPLE PLOTS OR TRANSECTS ESTABLISHED DURING THE AS-BUILT. IN ADDITION TO A QUANTITATIVE ASSESSMENT OF CONDITIONS WITHIN EACH ENHANCEMENT AREA, PHOTOGRAPHS SHALL BE TAKEN FROM THE PERMANENT PHOTO POINTS ESTABLISHED DURING THE AS-BUILT. CONTINGENCY PLAN SHOULD ANY COMPLIANCE MONITORING ASSESSMENT REVEAL THAT THE PERFORMANCE STANDARDS FOR THE RESPECTIVE YEAR ARE NOT SATISFIED, THE PERMITTEE SHALL WORK WITH THE CITY OF RENTON TO DEVELOP A CONTINGENCY PLAN TO ADDRESS THE DEFICIENCY(IES). CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING ACTIONS: 1. ADDITIONAL PLANT INSTALLATION; 2. EROSION CONTROL 3. HERBIVORY PROTECTION; 4. MODIFICATION TO THE IRRIGATION REGIME; AND/OR 5. PLANT SUBSTITUTIONS OF TYPE, SIZE, QUANTITY, AND LOCATION. SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE CITY OF RENTON BY JANUARY 31 OF ANY YEAR WHEN DEFICIENCIES ARE DISCOVERED. UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON, ACTIONS SPECIFIED ON AN APPROVED CONTINGENCY PLAN MUST BE COMPLETED WITHIN 60 DAYS. IF THE FAILURE IS SUBSTANTIAL, THE CITY OF RENTON MAY EXTEND THE COMPLIANCE MONITORING PERIOD FOR THE WORK COVERED BY THESE PLANS. MAINTENANCE PLAN THIS SECTION PROVIDES A GENERAL OVERVIEW OF THE MAINTENANCE PROGRAM NECESSARY TO ENSURE THE PERFORMANCE STANDARDS ESTABLISHED FOR THIS PLAN ARE ACHIEVED. NOXIOUS WEED CONTROL FOLLOWING PLANT INSTALLATION AND AT REGULAR INTERVALS DURING THE COMPLIANCE MONITORING PERIOD, NOXIOUS WEED CONTROL SHALL OCCUR ON A SPOT TREATMENT BASIS WITHIN EACH ENHANCEMENT AREA. TARGET NOXIOUS WEED SPECIES SHALL INCLUDE THE FOLLOWING: ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B'' AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. NOXIOUS WEED CONTROL WORK SHALL CONSIST OF THE CUTTING AND REMOVAL FROM THE SITE OF ALL NOXIOUS WEED SPECIES STEMS, CANES, RUNNERS, SHOOTS, SEED PODS, FRUITING BODIES, AND LEAVES PER THE FOLLOWING METHODS: 1. HAND PULLING. 2. MANUALLY CUTIING USING MACHETES, LOPPERS, AND/OR CLIPPERS. SPOT TREATMENT SHALL OCCUR MONTHLY AND/OR AT A GREATER FREQUENCY, IF NECESSARY, TO CONTROL NOXIOUS WEED SPECIES TO A MAXIMUM OF TEN (10) PERCENT OR LESS COVERAGE WITHIN THE RESTORATION AREA. · · · DURING ALL NOXIOUS WEED CONTROL WORK, EXISTING OR PLANTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. GENERAL MAINTENANCE EACH ENHANCEMENT AREA SHALL BE MAlf,TAINED AT REGULAR INTERVALS DURING THE COMPLIANCE MONITORING PERIOD TO PROMOTE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS GROWTH OF THE INSTALLED PLANT STOCK. GENERAL MAINTENANCE SHALL INCLUDE: 1. WEEDING THE RESTORATION AREA. 2. RE-APPLYING BARK MULCH TO MAINTAIN A 6" MINIMUM APPLIED THICKNESS -YEAR 1 ONLY. 3. THE PRUNING OF INSTALLED PLANTS TO REMOVE DEAD WOOD AND PROMOTE VIGOROUS PLANT GROWTH AND PROPER FORM. 4. THE REPLACEMENT OF PLANTS THAT APPEAR TO BE IN DISTRESS AND/OR DISEASED. 5. THE REMOVAL OF TRASH, LITIER, AND/OR OTHER NON-DECOMPOSING DEBRIS. TABLE 3-1: GOALS, OBJECTIVES, & PERFORMANCE STANDARDS (5 YEARS) GOALS OBJECTIVES PERFORMANCE STANDARDS TO SUCCESSFULLY ENHANCE WETLAND-A AS TO INSTALL AND SUCCESSFULLY ESTABLISH 310 100% SURVIVAL OF INSTALLED PLANT STOCK COMPENSATION FOR FILLING OF ON-SITE NATIVE PLANTINGS WITHIN WETLAND-A (7,744 AFTER THE FIRST GROWING SEASON. WETLAND-[. SQUARE FEET). 80% SURVIVAL OF INSTALLED PLANT STOCK TO SUCCESSFULLY RESTORE THE BUFFERS OF TO SEED AND SUCCESSFULLY ESTABLISH NATVE AFTER THE FITH GROWING SEASON. WETLAND-BAND WETLAND-( IMPACTED BY GRASSES WITHIN THE STANDARD BUFFER OF THE COSTRUCTION OF A STORMWATER WETLAND-BAND WETLAND-( (1,465 SQUARE 60% AVERAGE COVERAGE BY NATIVE WOODY DETENTION POND. FEET). PLANT SPECIES AFTER THE FITH GROWING SEASON. UP TO 20% OF THE NATIVE WOODY TO SUCCESSFULLY RESTORE THE BUFFER OF TO INSTALL AND SUCCESSFULLY ESTABLISH 28 PLANT SPECIES COVERAGE MAY BE COMPRISED PANTHER CREEK IMPACTED BY THE NATIVE PLANTINGS WITHIN THE OFF-SITE OF DESIRABLE NATIVE COLONIZING SPECIES. INSTALLATION OF A DISCHARGE PIPE AND BUFFER OF PANTHER CREEK (992 SQUARE FEET) OUTFALL STRUCTURE. TO LIMIT NOXIOUS WEED SPECIES WITHIN TO PROVIDE FULL INITIAL CONTROL OF NOXIOUS LESS THAN 10% COVERAGE BY ALL CLASS "A","B", WErLAND·A AND THE RESTORED BUFFER WEED SPECIES WITHIN WETLAND-A AND THEN TO AND "C" NOXIOUS WEEDS (INCLUDING ARE/\. MINIMIZE THE GENERAL PRESENCE OF NOXIOUS NON-REGULATED "B" AND "C" NOXIOUS WEEDS) WEED SPECIES THROUGHOUT THE MONITORING IDENTIFIED ON THE LATEST KING COUNTY PERIOD. NOXIOUS WEED LIST. PART 1: GENERAL ALL WORK SHALL CONFORM TO THE SPECIFICATIONS AND DETAILS SHOWN ON THESE DRAWINGS. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, LAWS, AND ORDINANCES. CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT, LABOR, AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK SHOWN ON THESE DRAWINGS AND SHALL INCLUDE ALL TOOLS, MATERIALS, PERMITS, INSPECTIONS, TESTS, AND OTHER RELATED ITEMS. WORK SHALL BE COMPLETED BY PERSONS EXPERIENCED IN THE CRITICAL AREA MTIGATION WORK SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL RECOGNIZE THAT ACTUAL SITE CONDITIONS MAY VARY BASED ON SEASON AND/OR TIME OF YEAR. CONTRACTOR SHALL ACCOMMODATE REALIZED AND ANTICIPATED SITE CONDITIONS WHEN COMPLETING THE WORK SHOWN ON THESE DRAWINGS. TAKE NECESSARY PRECAUTIONS TO PROTECT ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, WALKS, CURBS, AND PAVED SURFACES DURING WORK. FIELD LOCATE, VERIFY DEPTH OF, AND ADEQUATELY PROTECT ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. DAMAGE TO UTILITIES INCURRED OR ARISING FROM THIS CONTRACT SHALL BE PAID BY CONTRACTOR. ALL AREAS OF WORK SHALL BE KEPT CLEAN, NEAT, AND ORDERLY AT ALL TIMES. ALL PAVED AREAS ARE TO BE CLEAN ED DAILY FOLLOWING WORK. OWNER SHALL BE NOTIFIED IN WRITING OF DEVIATIONS TO OR CONFLICTS WITHIN THESE DRAWINGS AND/OR SITE CONDITIONS. EXTRA WORK ARISING FROM FAILURE TO DO SO SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. PRIOR TO START OF ANY WORK, CONTRACTOR SHALL REQUEST AND ATTEND A PRE-CONSTRUCT ION CONFERENCE WITH OWNER. PRIOR TO PRE-CONSTRUCTION CONFERENCE, CONTRACTOR SHALL ACCURATELY FLAG PLANTING AREA LIMITS IN A HIGHLY VISIBLE MANNER. FLAGGING SHALL BE MAINTAINED THROUGHOUT WORK UNTIL FINAL INSPECTION BY OWNER. PART 2: MATERIALS 2.1 PLANT INSTALLATION 2.1.1 GENERAL PLANT MATERIAL SIZE, QUALITY, AND QUANTITY SHALL MEET THE STANDARDS LISTED ON THESE DRAWINGS. PLANT MATERIAL SHALL BE OF ACCEPTED SIZE STANDARDS AND PROPORTIONS AS SPECIFIED IN AMERICAN STANDARD NURSERY STOCK (LATEST EDITION). ALL PLANTS SHALL BE OF NORMAL.HABIT OF GROWTH AND SHALL BE HEALTHY, VIGOROUS, AND FREE OF DISEASE, INSECT EGGS, ADULTS, AND LARVAE. SCIENTIFIC NOMENCLATURE SHALL CONFORM TO STANDARD PLANT NAMES, LATEST EDITION. NAMES NOT PRESENT IN THIS LISTING SHALL CONFORM TO ACCEPTED SCIENTIFIC NOMENCLATURE IN THE !,URSERY TRADE. FOR TREES AND SHRUBS, NO LESS THAN 10 PERCENT OF EACH VARIETY OR SPECIES SHALL BE ACCURATELY LABELED AT THE TIME OF DELIVERY TO THE SITE. WHERE LABELED, PLANT MATERIALS SHALL HAVE DURABLE, LEGIBLE LABELS STATING THE CORRECT SCIENTIFIC PLANT NAME. OVERSIZE PLANT MATERIALS ARE ACCEPTABLE WITH APPROVAL OF THE OWNER, BUT WITHOUT AN INCREASE IN THE CONTRACT PRICE. PLANT MATERIALS OF A SIZE REDUCED FROM THOSE SPECIFIED WILL NOT BE PERMITTED. ANY PLANT SIZE CHANGE SHALL BE APPROVED BY OWNER PRIOR TO PLANT DELIVERY TO SITE. PLANT MATERIALS SHALL BE PACKAGED WITH CARE FOR TRANSIT TO THE SITE. BRANCHES SHALL BE TIED BACK, AND BARK SHALL BE PROTECTED TO PREVENT DAMAGE FROM CHAFING BY ROPES AND WIRES. PLANT MATERIALS IN STORAGE SHALL BE PROTECTED FROM WEATHER AND PACKED TO PROVIDE PROTECTION. PLANT MATERIAL DELIVERY SHALL BE TIMED APPROPRIATELY WITH INSTALLATION TO AVOID EXTENDED STORAGE OF LIVE MATERIALS ON-SITE. A MINIMUM OF SEVEN (7) DAYS NOTICE SHALL BE PROVIDED TO THE OWNER PRIOR TO PLANT MATERIAL DELIVERY TO THE SITE. THE OWNER SHALL INSPECT ALL PLANT MATERIALS AT THE TIME OF DELIVERY. THE OWNER RESERVES THE RIGHT TO REQUIRE SUBSTITUTION OR REPLACEMENT OF PLANT MATERIALS DETERMINED TO BE DAMAGED OR OTHERWISE UNSUITABLE AT THE TIME OF DELIVERY TO THE SITE. ALL REJECTED PLANT MATERIAL SHALL BE REMOVED FROM THE SITE IMMEDIATELY. ONCE ACCEPTED ON-SITE, PLANT MATERIALS SHALL BE PROTECTED AT ALL TIMES FROM THEFT, VANDALISM, AND DAMAGE, INCLUDING BUT NOT LIMITED TO THAT CAUSED BY ANIMALS, HUMANS, DROUGHT, WATER, FROST OR FREEZING CONDITIONS, AND WIND. 2.1.2 PLANT MATERIAL SOURCE ACCEPTABLE PLANT MATERIAL SOURCES INCLUDE: 1. LOCAL NURSERIES. PLANTS SHALL BE DERIVED FROM STOCK ACCLIMATED TO WESTERN WASHINGTON ENVIRONMENTAL CONDITIONS, HAVING BEEN CONSISTENTLY CULTIVATED AND GROWN UNDER SIMILAR CONDITIONS. ACCEPTABLE PLANT SUPPLIERS INCLUDE STORM LAKE GROWERS ([360] 794-4842), CLARKS NATIVE TREES AND SHRUBS ([425] 337-3976), SOUND NATIVE PLANTS ([360] 352-4122), OR APPROVED EQUAL. 2.1.3 PLANT MATERIAL QUALITY PLANT MATERIAL SHALL BE NORMAL IN PATTERN OF GROWTH, HEALTHY, WELL-BRANCHED AND HAVE ALL LEADERS AND BUDS INTACT. TREES SHALL NOT HAVES UNSCALDS, DISFIGURING KNOTS, FRESH CUTS OF LIMBS, DAMAGED LEADERS, AND/OR DEFORMED TRUNKS. PLANT MATERIALS SHALL BE NATIVE TO THE PACIFIC NORTHWEST, PREFERABLY THE PUGET SOUND REGION OF WASHINGTON STATE. PLANT MATERIALS SHALL BE PROPAGATED FROM NATIVE STOCK. NO CULTIVARS OR HORTICULTURAL VARIETIES ARE ALLOWED. WHERE PROVIDED, CONTAINERIZED PLANT STOCK SHALL BE GROWN IN A CONTAINER LONG ENOUGH TO DEVELOP A ROOT SYSTEM THAT REACHES THE EDGES OF THE CONTAINER IN WHICH IT HAS GROWN. TREES AND SHRUBS SHALL BE WELL ROOTED AND SHALL HAVE SUFFICIENT ROOT MASS TO HOLD TOGETHER THE SOIL, IN WHICH PLANT IS GROWING, WHEN REMOVED FROM THE POT. CONSERVATION GRADE OR SALVAGED PLANT STOCK IS NOT ACCEPTABLE FOR USE. PLANTING SPECIFICATIONS 2.2 MULCH MULCH SHALL BE COMMERCIALLY AVAILABLE "DOT WOOD CHIP MULCH" (WWW.CEDAR-GROVE.COM; 1-877-SOILS4U), ARBORIST CHIPS, OR APPROVED EQUAL. MULCH SHALL NOT CONTAIN RESIN, TANNIN, OR,OTHER COMPOUNDS IN QUANTITIES THAT WOULD BE DETRIMENTAL TO PLANT LIFE. MULCH SHALL NOT BE DERIVED FROM STUMP GRINDINGS AND SHALL NOT CONTAIN SOIL. HOG FUEL OR EQUAL IS NOT ACCEPTABLE. SUBJECT TO REVIEW BY THE PLAN DESIGNER, LOCAL ARBORIST AND/OR COMMERCIAL TREE TRIMMING COMPANIES MAY BE ALTERNATIVE ACCEPTABLE MATERIAL SOURCES. PART 3: EXECUTION 3.1 PLANT INSTALLATION 3.1.1 GENERAL INSTALLATION OF PLANT MATERIALS SHALL OCCUR BETWEEN NOVEMBER 15 AND JANUARY 15. IF SCHEDULE OF PLANT PROCUREMENT OR SITE CONDITIONS REQUIRE INSTALLATION DURING ALTERNATIVE DATES, WRITIEN AUTHORIZATION SHALL BE OBTAINED FROM OWNER PRIOR TO PLANT INSTALLATION. PLANT MATERIAL INSTALLATION SHALL NOT OCCUR DURING FREEZING WEATHER OR WHEN THE GROUND IS FROZEN OR EXCESSIVELY WET. PLANT MATERIALS HAVING FROZEN ROOTBALLS SHALL NOT BE INSTALLED UNTIL CONDITIONS ARE SUCH THAT PLANTS ARE EASILY REMOVED FROM CONTAINERS. PLANT MATERIAL STORED ON-SITE SHALL BE ORGANIZED IN ROWS AND MAINTAINED AND PROTECTED AT NO ADDITIONAL COST. PLANT MATERIAL THAT CANNOT BE PLANTED WITHIN ONE (1) DAY AFTER DELIVERY TO THE SITE SHALL BE "HEELED-IN" OR OTHERWISE STORED TEMPORARILY IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICES IN A MANNER THAT DOES NOT COMPROMISE THE HEALTH OF THE PLANT MATERIALS. PLANT STORAGE SHALL NOT BE LONGER THAN FOUR (4) WEEKS. PLANT MATERIALS STORED UNDER TEMPORARY CONDITIONS SHALL BE KEPT MOIST AND PROTECTED FROM ADVERSE WEATHER. A MINIMUM OF SEVEN (7) DAYS NOTICE SHALL BE PROVIDED TO THE OWNER PRIOR TO PLANT INSTALLATION. THE OWNER SHALL BE KEPT INFORMED AS TO DAILY WORK PROGRESS THROUGHOUT PLANT INSTALLATION. PLANT LOCATIONS SHALL BE AS DEPICTED ON SHEET 2, SUBJECT TO RELATED DRAWING NOTES. THE OWNER SHALL REVIEW ALL PLANT LOCATIONS PRIOR TO PLANT MATERIAL INSTALLATION. THE OWNER RESERVES THE RIGHT TO ADJUST PLANT MATERIAL LOCATIONS) WITHIN PLANTING AREAS PRIOR TO PLANT MATERIAL INSTALLATION. PLANT MATERIALS SHALL NOT BE DRAGGED WITHOUT PROPER ROOT AND/OR BRANCH PROTECTION. CONTAINERIZED PLANT MATERIALS SHALL BE LIFTED BY CONTAINER ONLY. PLANT MATERIALS SHALL NOT BE DROPPED OR ROOT SYSTEMS DAMAGED, AND SHALL BE INSTALLED AS PER APPLICABLE NOTES AND DETAILS DEPICTED ON THIS DRAWING SET. ALL PLANTS SHALL BE THOROUGHLY WATERED WITHIN 24 HOURS AFTER,PLANTING, AND SHALL BE MARKED WITH HIGH VISIBILITY FLAGGING AFTER PLANT INSTAl.Ll\TION. FLAGGING SHALL BE ATTACHED TO THE MAIN STEM, LEADER, OR BRANCH OF THE AFFECTED PLANT. 3.1.2 INSTALLATION EXCAVATE A PLANTING HOLE PER THE APPLICABLE DETAILS SHOWN ON THESE DRAWINGS. REMOVE PLANT FROM CONTAINER WITH ROOTBALL COMPLETELY INTACT. IF CONTAINER STOCK IS ROOTBOUND, SLASH ROOTS VERTICALLY WITH A SHARP KNIFE ALONG THE OUTSIDE OF ROOTBALL A MINIMUM OF THREE (3) PLACES BEFORE PLANTING. IF PLANT HAS MINOR ROOT DAMAGE, ROOT-PRUNE AS NECESSARY TO REMOVE BROKEN OR DAMAGED ROOTS. INSERT ROOTBALL INTO PLANTING HOLE WITHOUT BENDING OR DAMAGING THE ROOTS. SPREAD OR "BUTTERFLY' ROOTBALL AND PLACE ROOT COLLAR ABOVE THE FINISHED GRADE. USE MOIST, PULVERIZED, NATIVE SOIL FOR BACKFILLING, ENSURING THAT GOOD CONTACT WITH ROOTBALL IS MADE. FROZEN, MUDDY, AND/OR EXCESSIVELY ROCKY MIXTURES SHALL NOT BE USED FOR BACKFILLING. IF BACKFILL IS UNSUITABLE, COMMERCIALLY AVAILABLE TOPSOIL WITH A HIGH ORGANIC CONTENT MAY BE USED TO PROPERLY BACKFILL PLANTING .HOLE. MIDWAY THROUGH THE BACKFILL PROCESS, WATER THOROUGHLY TO SETTLE SOIL. COMPLETE BACKFILL AT FINISHED GRADE AND ENSURE THE PLANT IS AT PROPER ALIGNMENT. WATER AGAIN TO SETILE SOIL AND ADD ADDITIONAL BACKFILL AS NECESSARY IF ROOTS BECOME EXPOSED. FLAG EACH INSTALLED PLANT. 3.2 MULCH PLACE MULCH THROUGHOUT ENHANCEMENT AREAS TO A MINIMUM APPLIED DEPTH TO 6 INCHES. MULCH SHALL NOT TOUCH STEMS OF INSTALLED PLANTS. PART 4: PROVISIONAL ACCEPTANCE AFTER COMPLETION OF THE PLANT INSTALLATION WORK COVERED BY THESE DRAWINGS, AN INSPECTION SHALL BE REQUESTED FROM THE OWNER. WHEN WORK COVERED BY THESE DRAWINGS IS COMPLETE AS DETERMINED BY OWNER, PROVISIONAL ACCEPTANCE WILL BE CERTIFIED IN WRITING BY THE OWNER. PART 5: MAINTENANCE CONTRACTOR SHALL MAINTAIN PLANTED AREAS UNTIL GUARANTEE PERIOD ACCEPTANCE IS GIVEN. MAINTENANCE SHALL INCLUDE, WEEDING AROUND THE BASE OF INSTALLED PLANTS, PRUNING OF INSTALLED PLANTS, AND REPLACEMENT OF PLANTS THAT APPEAR TO BE IN DISTRESS. CONTROL IS REQUIRED OF THE FOLLOWING SPECIES: ALL CLASS "A", 'B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. A MAINTENANCE PLAN SHALL BE PROVIDED BY CONTRACTOR THAT DESCRIBES, IN DETAIL, THE SPECIFIC MAINTENANCE PROGRAM DEVELOPED TO SATISFY THE MAINTENANCE REQUIREMENTS OF THIS PLAN. A MAINTENANCE PLAN SHALL BE APPROVED BY OWNER PRIOR TO ISSUANCE OF PROVISIONAL ACCEPTANCE. PART 6: GUARANTEE 6.1 GENERAL PLANTS SHALL BE GUARANTEED FOR ONE YEAR AGAINST DEFECTS OF MATERIALS AND WORKMANSHIP. THE GUARANTEE PERIOD BEGINS AT THE DATE OF THE PROVISIONAL ACCEPTANCE AND SHALL EXTEND FOR ONE YEAR. THE GUARANTEE REQUIREMENTS SHALL BE APPLICABLE TO ANY GROWING CONDITIONS THROUGH WHICH PLANTS OF LIKE KIND COULD BE EXPECTED TO SURVIVE AND ANY DEFORMITY OR CAUSE OF DEATH, WHICH COULD BE ATIRIBUTED TO, OR AFFECTED BY, THE PHYSIOLOGICAL CONDITIONS OF THE INSTALLED PLANT. THIS GUARANTEE SHALL NOT APPLY TO PLANT LOSSES DUE TO ABNORMAL WEATHER CONDITIONS SUCH AS FLOODS, EXCESSIVE WIND DAMAGE, DROUGHT, SEVERE FREEZING, OR ABNORMAL RAINS, AS DETERMINED BY THE OWNER. INSTALLED PLANT MATERIALS SHALL BE MAINTAINED DURING THE GUARANTEE PERIOD IN GENERAL ACCORDANCE WITH THE APPROVED MAINTENANCE PLAN PROVIDED BY THE CONTRACTOR. THE OWNER MAY REQUIRE REPLACEMENT OF DEAD OR DEFECTIVE PLANTS PRIOR TO THE END OF THE GUARANTEE PERIOD AT NO ADDITIONAL COST. WHERE REQUIRED, PLANTS SHALL BE REPLACED WITH THE SPECIES AND SIZE AS INDICATED IN THE PLANT SCHEDULE AND ACCORDING TO THE PLANTING DETAILS AND SPECIFICATIONS SHOWN ON THESE DRAWINGS UNLESS OTHERWISE DIRECTED IN WRITING BY THE OWNER. UNLESS OTHERWISE APPROVED, REPLACEMENT PLANTS SHALL BE MADE WITHIN SEVEN (7) DAYS OF NOTIFICATION FROM OWNER. THE CONTRACTOR HAS THE RIGHT DURING THE ENTIRE WARRANTY PERIOD TO ENTER UPON THE PROPERTY FOR INSPECTION AND CURATIVE TREATMENT OF ANY MATERIAL NEEDING SUCH AND WHICH ARE STILL UNDER WARRANTY. THE OWNER SHALL BE NOTIFIED IN ADVANCE OF ANY CORRECTIVE TREATMENT MEASURES SO AS TO ARRANGE FOR CONVENIENT ACCESS TO THE AREA. CURATIVE WORK SHALL OCCUR AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND SEASON PERMIT. AFTER EACH PLANT REPLACEMENT, IF ANY, A MARKED PLANTING PLAN SHOWING THE LOCATION OF EACH ITEM REPLACED AT THAT TIME SHALL BE PROVIDED TO OWNER. REPLACEMENT PLANTS SHALL BE MARKED WITH COLORED SURVEY FLAGGING AND SHALL BE GUARANTEED FOR ONE FULL YEAR FOLLOWING PLANTING. 6.2 SURVIVORSHIP ANY INSTALLED TREE OR SHRUB THAT IS GREATER TO OR EQUAL TO 25 PERCENT DEAD OR DISFIGURED WILL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO ADDITIONAL CHARGE. A TREE WILL BE CONSIDERED DEAD WHEN THE MAIN LEADER HAS DIED BACK OR WHEN A MINIMUM OF 25 PERCENT OF THE CROWN IS DEAD. PLANTS WILL BE CONSIDERED DISFIGURED WHEN EXCESSIVE DEAD WOOD HAS BEEN REMOVED OR WHEN THE SYMMETRY OR TYPICAL HABIT OF GROWTH HAS BEEN IMPAIRED BY THE REMOVAL OF THE DEAD WOOD. 6.3 GUARANTEE PERIOD ACCEPTANCE ONE YEAR AFTER PROVISIONAL ACCEPTANCE, A FINAL INSPECTION OF THE WORK COVERED BY TH IS CONTRACT SHALL BE REQUESTED BY CONTRACTOR FROM OWNER. INSTALLED PLANTS THAT ARE DETERMINED TO BE DEAD OR OTHERWISE NOT IN SATISFACTORY CONDITION, AS DETERMINED BY THE OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED AS SOON AS CONDITIONS PERMIT. UPON COMPLETION OF THESE REQUIREMENTS, GUARANTEE PERIOD ACCEPTANCE WILL BE CERTIFIED IN WRITING BY THE OWNER. PART 7: NOXIOUS WEED CONTROL PLANTING AREA CONTAINS STANDS OF HIMALAYAN BLACKBERRY (RUBRUS ARMEN/ACUS). PRIOR RO PLANT INSTALLATION, CONTROL NOXIOUS WEEDS WITHIN PLANTING AREA. TARGET NOXIOUS WEEDS SPECIES SHALL INCLUDE THE FOLLOWING: ALL CLASS "A", "B", AND "C" NOXIOUS WEEDS (INCLUDING NON-REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY NOXIOUS WEED LIST. DURING NOXIOUS WEED CONTROL WORK, EXISTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. ALL NOXIOUS WEED CONTROL CUTTINGS AND DEBRIS SHALL BE REMOVED FROM THE SITE. CONTROL METHODS: 1. REDUCE TOP GROWTH OF NOXIOUS WEEDS. ACCEPTABLE METHODS INCLUDE: WALK BEHIND OR TRACTOR MOUNTED MOWER, EXCAVATOR WITH BUCKET AND THUMB, POWER SAW, BRUSH HOG, LINE TRIMMER, LOPPERS, CLIPPERS, HAND PULLING, OR APPROVED EQUAL. 2. GRUB OUT LARGE ROOT CROWNS AND MAJOR ROOTS BY HAND USING CLAW MATTOCK, PULASKI, OR APPROVED EQUAL. 3. SPOT APPLY RODEO® HERBICIDE TO RE-GROWTH. HERBICIDE SHALL BE APPLIED BY A WASHINGTON STATE LICENSED COMMERCIAL APPLICATOR HAVING A CURRENT "AQUATIC" (Q) ENDORSEMENT. CHECKED FOR COMPLIANCE TO CITY STANDARDS ~ vvfrth11d Reso11rcesl !He. tlECEIVw'fn"LAND MITIGATION PLAN JUN 1 7 2015 GREENLEAF '/ I f : r Delineation / Mitigation / Restoration / Habitat Creation / Permit Assistance CllY Of /ltr,ffON 950519th Avenu, S.E. Suite 106 Everett,Washington 98208 SHEET 35 OF 39 Phone: (425) 337-3174 PlA.NNING DIVISION Greenleaf-Larosa LLC Job# 14132 Fax: (425) 337-3045 Attn: Rob Risinger Drawn by: JM Email: mailbox@wetlandresources.com 846 108th Ave. NE #200 Date: 01.29.2014 Bellevue, WA 98004 Rev. #1: 08.12.2014 DEDICATION CITY OF RENTON A PORTION OF 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 THEREOF 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, PEDESTRIAN ACCESS, 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 AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OR 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 THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISIONS OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY C'AMAGE INCLUDING ANY COST OF DEFENSE, CLAIMED BY PERSON 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 THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FROM DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS SUBDIVISION, DEDICATION, AND WAIVER OF CLAIMS ARE MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH OUR DESIRES. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: GREENLEAF-LAROSA, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: ACKNOWLEDGMENJTS STA TE OF WASHINGTON COUNTY OF --------! l ss _______ } ON THIS DAY PERSONALLY APPEARED BEFORE ME TO BE KNOWN TO BE THE -----OF GREENLEAF-LAROSA, LLC, THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE A FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. GIVEN UNDER MY HAND AND OFFICIALS SEAL THIS DAY OF---~ 2015 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON MY COMMISSION EXPIRES --------------- RECORDER'S CERTIFICATE RECORDING NO. FILED FOR RECORD THIS ___ DAY OF _______ ~ 2015 MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF GREENLEAF IS BASED ON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. 40094 ZANE L. NALL, PLS. CERTIFICATE NO. DATE GREENLEAF THE SE 1/4 CITY OF TOWNSHIP 23N., RANGE. OF SECTION 32, RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION PARCEL A: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 2.3 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 240 FEET OF THE EAST 270 FEET OF THE SOUTH 120 FEET THEREOF; AND EXCEPT THE WEST 125 FEET OF THE EAST 155 FEET OF THE NORTH 15 FEET OF THE SOUTH 135 FEET THEREOF; AND EXCEPT THE NORTH 83.5 FEET THEREOF; AND EXCEPT THE EAST 30 FEET THEREOF AS CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 7'::ii 759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7208240314. PARCEL 8: THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 340 FEET THEREOF; AND THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 340 FEET THEREOF; PARCEL C: THE WEST 150 FEET OF THE EAST 340 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILL.A.METTE MERIDIAN, IN KING COUNTY, WASHINGTON; AND THE WEST 150 FEET OF THE EAST 340 FEET OF THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32. PARCEL D: , ·. ' THE EAST 190 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTH'NEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; AND THE EAST 190 FEET OF THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 30 FEET THEREOF COW/EYED TO KING COUNTY FOR ROAD PURPO~ES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYEiJ TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7206210426. PARCEL E: LOT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000190-LLA (PANTHER LAKE), RECORDED UNDER RECORDING NUMBER 20140905900012, IN KING COUNTY, WASHINGTON. VICINITY tv1AP NOT TO SCALE SE 184 TH LN G' .... I.(') SE 186TH ST ....,, SE 187TH LN 5 EAST, W.M. CITY OF RENTON PUBLIC WORKS EXAMINED AND APPROVED THIS DAY OF 2015 ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF 2015 MAYOR CITY OF RENTON EXAMINED AND APPROVED THIS DAY OF 2015 CITY CLERK CITY OF RENTON FINANCE ADMINISTRATOR I HEREBY CERTIFY THAT THrnE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED AS STREETS OR FOR OTHER PUBLIC USE PAID IN FULL THIS DAY OF 2015. FINANCE ADMINISTRATrJR - KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF 2015 ASSESSOR DEPUTY ASSESSOR ACCOUNT NO. 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 OTHER PUBLIC USE, ARE PAID IN FULL. EXAMINED AND APPROVED THIS ___ DAY OF _______ 2015 MANAGER, FINANCE DIVISION DEPUTY, FINANCE DIVISION Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 SHEET 1 OF 5 JUN 1 'l ?0\5 CIT'f rr::r·'TON !.:'lN CITY OF RENTON ------------~-- A PORTION OF TITLE NOTES PER CHICAGO TITLE INSURANCE COMPANY ORDER NO.: 0035887-06, DATED MARCH 22, 2015. AFFECTING PARCEL A: (j) 3. 4. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. (PLOTTED -TO BE RELINQUISHED) SUBJECT TO AN EASEMENT FOR UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AND THE TERMS ,\ND CONDITIONS THEREOF GRANTED TO PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20141231000757. (PLOTTED) SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDt:D UNDER RECORDING NO. 7208240314. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES. AFFECTING PARCEL B, C & D: © 6. 7. 8. 9. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (PLOTTED) SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL B. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL C. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL D. AFFECTING PARCEL E: 10. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MANNERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON CITY OF RENTON LOT LINE ADJUSTMENT #LUA-14-000190-LLA, RECORDED UNDER RECORDING NUMBER 20140905900012. 11. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. 12. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HERE SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. \1lJ SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. (PLOTTED) \l±I SUBJECT TO AN EASEMENT FOR THE PURPOSES SHOWN AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT TO PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR THE PURPOSE OF UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20141231000757. (PLOTTED) 15. NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. 16. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL E. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. AFFECTING ALL PARCES: 18. SUBJECT TO A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN BETWEEN GREEN-LEAF LLC, A WASHINGTON LIMITED LIABILITY COMPANY & CHICAGO TITLE INSURANCE COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20141014001092. REFERENCES 1. GREENLEAF ROAD AND CONSTRUCTION PLANS PREPARED FOR CONNER HOMES PREPARED BY ESM, UNDER JOB #258-044-013, DATED 08/15/14. 2. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 3. PLAT OF COUGAR MEADOWS, VOLUME 161 OF PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. 4. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. 5. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. GREENLEAF THE SE 1/4 CITY OF TOWNSHIP 23N., RANGE. OF SECTION 32, RENTON, KING COUNTY, WASHINGTON EASEMENT PROVISIONS 1. AN EASEMENT IS HEREBY GRANTED AND RESERVED FOR THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURYLINK TELEPHONE COMPANY, THE REGIONAL CABLE TELEVISION COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJACENT TO THE ROAD FRONTAGE. THE PURPOSE OF THE EASEMENT IS TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRICITY, NATURAL GAS, TELEPHONE, SEWER AND WATER SERVICE AND CABLE TELEVISION. THE EASEMENT SHALL INCLUDE THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. AFTER ENTRY PURSUANT TO THESE EASEMENTS, THE PROPERTY SHALL BE RESTORED AS NEAR AS POSSIBLE TO ITS ORIGINAL CONDITION. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE USE OR CABLE TELEVISION SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT A TT ACHED TO A BUILDING. 2. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, OVER, UNDER AND ACROSS THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS ABUTTING THE ROAD FRONTAGE, TOGETHER WITH THE ADJOINING PRIVATE ACCESS EASEMENTS FOR THE PURPOSE OF CONSTRUCTION, INSTALLING, RECONSTRUCTING, REPLACING, REPAIRING, MAINTAINING AND OPERATING WATER AND SEWER AND ALL NECESSARY CONNECTIONS ANO APPURTENANCES THERETO, TOGETHER WITH THE RIGHT OF INGRESS THERETO AND EGRESS THERE FROM FOR THE PURPOSE OF ENJOYING THE EASEMENT, AND ALSO GRANTING TO THE GRANTEE AND TO THOSE ACTING UNDER OR FROM GRANTEE THE USE OF SUCH ADDITIOl~AL AREA IMMEDIATELY ADJACENT TO THE ABOVE EASEMENT AS SHALL BE REQUIRED FOR THE CONSTRUCTION OF THE WATER, SEWER AND STORM SYSTEMS IN THE EASEMENT, SUCH ADDITIONAL AREA TO BE HELD TO A MINIMUM NECESSARY FOR THAT PURPOSE, ANO IMMEDIATELY AFTER THE COMPLETION OF THE CONSTRUCTION AND INSTALLATION, OR ANY SUBSEQUENT ENTRY UPON THE EASEMENT, GRANTEE SHALL RESTORE THE PREMISES AS NEAR AS MAY BE TO ITS CONDITION IMMEDIATELY BEFORE SUCH CONSTRUCTION OR ENTRY. THE GRANTOR SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT PROVIDING THAT SAID USE DOES NOT INTERFERE WITH THE INSTALLATION, MAINTENANCE OR REPAIR OF THE WATER AND SEWER SYSTEMS AND PROVIDING THAT NO PERMANENT BUILDINGS OR STRUCTURES ARE ERECTED ON SAID EASEMENT. 3. ALL SANITARY SEWER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE SOOS CREEK WATER AND SEWER DISTRICT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER SERVICE. 4. ALL STORM DRAINAGE EASEMENT NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISIONS AND OTHER PROPERTY WITH STORM DRAINAGE SERVICE. STORM DRAINAGE EASEMENT PROVISIONS ® ® 0 @ ® THE 10 FOOT PRIVATE STORM DRAINN;E EASEMENT SHOWN ON LOTS 2 THROUGH 6 IS FOR THE BENEFIT OF LOTS 1 THROUGH 5 FOR-.~i~IVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 1 THROUGH 6 ARE HERES':' RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 16 IS FOR THE BENEFIT OF LOT 17 FOR PRIVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 16 AND 17 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 18 AND 19 IS FOR THE BENEFIT OF LOTS 19 AND 20 FOR PRIVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 18 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DR,6-INAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STOi'IM DRAINAGE EASEMENT SHOWN ON LOTS 21 AND 22 IS FOR THE BENEFIT OF LOTS 22 ANO 23 FOR PRIVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 21 THROUGH 23 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SH,6-LL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 24 AND 25 IS FOR THE BENEFIT OF LOTS 25 AND 26 FOR PRIVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 24 THROUGH 26 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. @ THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 27 THROUGH 30 IS FOR THE BENEFIT OF LOTS 1 THROUGH 5 FOR PRIVATE STORM DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 28 THROUGH 31 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AN'o SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. SANITARY SEWER DRAINAGE EASEMENT PROVISIONS @ A PRIVATE SANITARY SEWER DRAINAGE EASEMENT SHOWN ON LOTS 17, 19 AND 20 IS FOR THE BENEFIT OF LOTS 18, 19 AND 20 FOR PRIVATE SANITARY SEWER DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 17 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. @ A PRIVATE SANITARY SEWER DRAINAGE EASEMENT SHOWN ON TRACT E & LOTS 32, 33 AND 34 IS FOR THE BENEFIT OF LOTS 8, 32 AND 33 FOR PRIVATE SANITARY SEWER DRAINAGE FACILITIES. THEN OWNERS OF SAID LOTS 8, 32, 33 AND 34 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5 EAST, W.M. GENERAL NOTES 1. THIS PLAT IS SUBJECT TO THE ESTABLISHMENT OF THE GRE'ENLEAF HOMEOWNERS ASSOCIATION (HOA). 2. THE PRIVATE ACCESS TRACT AND PRIVATE ACCESS EASEMENTS SHALL BE KEPT OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLE ACCESS AT ALL TIMES. 3. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES AND ANY DEVIATIONS FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 4. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN ouT;_ET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS # ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE [)RAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO 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 THE PLANS ON FILE. 5. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL 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. 6. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE GREENLEAF HOMEOWNERS ASSOCIATION. 7. THERE SHALL BE NO DIRECT VEHICULAR ACCESS T!J OR FROM 108TH AVENUE SOUTHEAST FROM THOSE LOTS WHICH ABUT IT. 8. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO RENTON MUNICIPAL CODE 4-1-160, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, 50% OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE 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 BE COLLECTED PRIOR TO THE BUILDING PERMIT ISSUANCE. 9. PROPERTY WITHIN THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED UNDER KING COUNTY RECORDING NUMBER 10. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON TRAFFIC MITIGATION FEE SCHEDULE OR APPLICABLE IMPACT FEE SCHEDULE IN PLACE AT THE TIME OF FEE PAYMENT. THE APPLICANT SHALL PAY THE MITIGATION OR IMPACT FEE PRIOR TO RECORDING OF THE ,:·1~JAL PU\T. 11. 13. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE BELOW AS WELL .4S ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON SENSITIVE AREAS AND BUFFERS NOTE THE SENSITIVE AREA IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE SENSITIVE AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL ANO AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE AREA. THE VEGETATION WITHIN THE SENSITIVE AREA MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OF SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. i NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 25 FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. Survey & Mapping DATE: 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 SHEET 2 OF 5 JUN 1 7 c.:J15 ,-JN TRACT NOTES CITY OF RENTON A PORTION OF 1. THE ARTICLES OF INCORPORATION FOR GREENLEAF HOMEOWNERS ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. MEMBERSHIP IN THE LIBERTY GARDENS HOMEOWNER'S ASSOCIATION AND PAYMENT OF DUES OR OTHER ASSESSMENT SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. 2. A 'TRACT' IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. 3. TRACT 'A' IS A OPEN SPACE/ENTRY MONUMENT TRACT AND IS HEREBY GRANTED AND CONVEYED UPON RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 4. TRACT 'B' IS AN OPEN SPACE TRACT AND IS HEREBY GRANTED AND CONVEYED UPON RECORDING OF THIS PLAT TO THI:: GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 5. TRACT 'C' IS A STORM WATER / SENSITIVE AREA AND IS HEREBY GRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT. A STORM WATER EASEMENT IS HEREBY DEDICATED TO THE Cl TY OF RENTON OVER, UNDER AND ACROSS SAID TRACT 'C' FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER. THE CITY OF RENTON IS HEREBY GRANTED THE RIGHT TO ENTER SAID STORMWATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING IN SAID STORMWATER TRACT SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. 6. TRACT 'D' IS A OPEN SPACE / SENSITIVE AREA AND IS HEREBY GRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'$ ASSOCIATION FOR OWNERSHIP MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT. TRACT 'D' IS RESEVED FOR SPECIFIC PURPOSES INCLUDING, BUT NOT LIMITED TO OPEN SPACE, SENSITIVE AREAS AND SURF ACE WATER RETENTION. 7. TRACT 'E' IS A PRIVATE TRACT FOR RECREATION FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT. EACH OWNERSHIP OF A LOT IN THIS PLAT (LOTS 1 THROUGH 34) INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "E". THCGREEi\/LEAF -HOMEOWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO PROPERTY MAINTAIN TRACT "E", THEN THE LOT OWNERS OF ALL LOTS 1 THROUGH 34 OF THIS PLAT, SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THIS TRACT. PUBLIC DRAINAGE EASEMENT RESTRICTIONS A. PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: B. ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). C. PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. 0. DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. E. DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OF UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. F. BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. G. ERECT FENCES IN SUCH A WAY AS TO PREVFNT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTED MUST PROVIDE AN OPENING (GATED. REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. H. GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. THE SE CITY 1/4 OF GREENLEAF TOWNSHIP 23N., RANGE. OF SECTION 32, RENTON, KING COUNTY, WASHINGTON EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTA~ICES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080 /090. IMPERVIOUS COVERAGE LOT AREA IN 65% MAX ALLOWABLE LOT AREA IN 65% MAX ALLOWABLE # SQ. FT. IMPERVIOUS AREA # SQ. FT. IMPERVIOUS AREA 1 4,730 3,075 SQ. FT. 18 5,581 3,628 SQ. FT. 2 4,572 2,972 SQ. FT. 19 5,968 3,879 SQ. FT. 3 4,573 2,972 SQ. FT. 20 7,145 4,644 SQ. FT. 4 4,573 2,972 SQ. FT. 21 5,861 3,810 SQ. FT. 5 4,573 2,972 SQ. FT. 22 5,666 3,683 SQ. FT. 6 4,581 2,978 SQ. FT. 23 5,846 3,800 SQ. FT. 7 5,038 3,275 SQ. FT. 24 6,059 3,938 SQ. FT. -- 8 5,961 3,875 SQ. FT. 25 5,206 3,384 SQ. FT. 9 5,628 3,658 SQ. FT. 26 5,192 3,375 SQ. FT. 10 4,841 3,147 SQ. FT. 27 5,837 3,794 SQ. FT. 11 4,732 3,076 SQ. FT. 28 4,810 3,127 SQ. FT. 12 4,973 3,232 SQ. FT. 29 4,630 3,010 SQ. FT. 13 5,694 3,701 SQ. FT. 30 4,627 3,008 SQ. FT. 14 5,580 3,627 SQ. FT. 31 4,519 2,937 SQ. FT. 15 6,162 4,005 SQ. FT. 32 7,727 5,023 SQ. FT. 16 5,451 3,543 SQ. FT. 33 5,501 3,576 SQ. FT. 17 6,744 4,384 SQ. FT. 34 5,501 3,576 SQ. FT. -· !DDRESS TABLE LOT ADDRESS LOT ADDRESS 1 18 2 19 3 20 4 21 5 22 6 12 7 13 8 14 9 15 10 16 11 17 12 18 13 19 14 20 15 21 16 21 17 21 ~ 5 EAST, W.M. SECTION SUBDIVISION 29 FOUND 1 1/2" BRASS DISC?' Y.\ ;2 STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.45'. . CITY OF RENTON CONTROL MONUMENT #1866 ,~ r-.: LO . " 1.: Ol .. o . (0 f'I FOUND 1 1 /2" BRASS DISC I 2 MON IN CASE, DOWN 0.5'. . STAMPED WITH "X" IN CONC.\ 31 t N89'26'21 "E 2629.82' --..._ I .:..-.. 1314.91' . ~ . 1314.91'_ . --: 32 i \ CALCULATED I • ;r-ro 32 POSITION w . ~ r-.. _ o, io 5 g. [;:;~: . ~ N89'43'12"E . I~ R i8~·L . ~+ . ___.d;:r656.76' m r0 ,__I w~I . 1·) 0 "" N89'43'1 ~"E --~ ~. ~ c.6. r-r;;. 656. 70' · ~ ~ N l,,.I_ . N89'59'56"'N[ _ . ~ '° t'~ 1312.04' 11312.04' co (0 __ _...,../_N89'51 '38"E 656.37' "". ~ 0 GRAPHIC SCALE 0 500 1 1000' l" = 1000' 3~ CALCULATED~33 POSITION ~,io z co "" "" }'-' Cl . (0 .5 '.3 l.1'1§9'43'01 ·1 w . . ~ O? 0 in I -1310.65[ ::2 FOUND PIN IN 4"x4" ~ ~ _J· t0 CONC. MON IN CASE. . ~ ~.2 ;.12 .. E · : ~ CITY OF RENTON CONTROL~ . -.. 13k48'. J_ . -~ .. Nss·~o·.15";0~~~!:~.#187\1. -33 13~~g.~·6'0;:W ·-2511l~~·,29 ' _;;-.·, \_ FOUND 1 1 /2" BRASS DISC . . 5 " ; FOUND METAL MONUMENT STEM IN 4"x4" STAMPED WITH "X" IN co~c. CONC. MON IN CASE, DOWN 1.8'. MON IN CASE, DOWN 0.35. CITY OF RENTON CONTROL MONUMENT #587 DATE: Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 SHEET 3 OF 5 RECEIVED JUN l 'l 2015 "' ,, " ,_. ,. , •. ,,"'')· M ·~ ie_ ~\)· LINE L1 L2 L3 L4 L5 L6 L7 LB L9 L10 LINE TABLE BEARING DISTANCE N4T55'38"W 19.08' N88'33'45"W 12.51' N89'58'20"W 14. 91' N89'59'56"W 12.57' N89'59'56"W 13.00' CITY OF RENTON GREENLEAF A PORTION OF THE SE 1 / 4 RANGE. 5 EAST, W.M. CITY OF OF SECTION 32, RENTON, KING TOWNSHIP 23N., COUNTY, WASHINGTO~~ I I I N LINE OF THE S 16.5' OF THE N 1 /2 OF THE SE 1/4 OF THE NE 1/4 OF THE SW 1/4 '¥7~~1 ffe, [Rl~[C)~~ W j ~(0/[}2\l(Q)=~~ I I I I I I I I I J I I I 1 TPN: 895-liPN: 8956500140 , 1 N1 "26'22"E TP~: 895- 6500120 I 6500130 J I 1 N89"53' 43"E 1 172.41' 1.44' TPN:8950300090 TPN:8950300100 20.22' 50.00' 3: '-,-r<) No (.() ci g ~ 34 z 5,501 S.F. 50.00' 52.19' 50.00' 17.77' ----, t') 3 -..,. N N 0 1g s 33 t b ~ N ~ 32 z 5,501 S.F. t0 0 b ;::: 7.727 S.F. z I 8 [;; I 5,951 S.F. 3: :,:: I '-,-. ':.t-i _N ~ N (0 ,..-co I O ~ p 0 ~ 0 I z z ----_1_ ---=----" ....__ 50.00' 50.00' N89'51'38"E 656.37' -··-··, 3: 7 5,038 S.F. '-,-. N ~ • 0 '° n 0 Ol b z I 6 4,581 S.F. I --1--C4 34.18' ~ ;,. . S's ~ <O ...: p Ol 0 z N89"53' 43"E 50.00' 50.00' 50.00' 3 3 ·..,. • \i-l{) .N~ ~~..;-<D • ~ 5 b°' 4 ;;°' z z 4,573 S.F. 4,573 S.F. I <D ~ p 01 0 I 3 z 4,573 S.F. TPN:3223059202 TRACT A OPEN SPACE 846 S.F. 50.00' 52.00' 2 1 4,572 S.F. 4,730 S.F. L10 L9 f;! [;; L <D Ftn aJ g';; I~ z !P) ~ rRl CC f§: l [QJ {J I ~ _________ / Ir-,: I --1--50.00' 50.00' 50.00· 36.79' c'J &1;: / / c'9 ~--l{)-- 50.00' __ 270.97'_ ---l{)-_JI 50 oo· 50. oo' 70. oo· i · ID 40' ·~2 ··-··-··-· FOUND 1 1/2" BRASS DISC ;,. .w. STAMPED WITH "XU iN CONC. 0 ~ ~ MON IN CASE, DOWN 0.5'. 0·<0t') 0 N <D ~ • t') z ~ GRAPHIC SCALE 0 40' , , , I 20 40 1"=40' 80 BASIS OF BEARINGS: HELD NORTH 01 '26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. 80' EXIS:,G ROW CURVE CURVE DELTA TABLE RADIUS LENGTH Ol r---:· C1 88'27'21" 25.00 38.60 C2 50'58'21" 25.00 22.24 \ . N01 '26'21 "E 6.08' N89'55' 43"W 9.45' :::40.03'=;., C3 3T29'00" 25.00 16.36 C4 11 '11'30" 81.50 15.92 N .._ __ ·---e-----tt-tt--------11t---........._ ;;_~-",,__<p ~· .-~ N89'53'36"E 347.19' N89'53'36"E 90.11' 3: N89'53'36"E 95.31' C9 v..., /)., 11,.g, ·----, --1---- ':.t-• v ,,,<o ·-• ROA.DA 30716 S LINE OF THE N 83.5' OF U1 i-::· S's ~ TRACT E N4T55'38"'11'. , ,, ~ ~ ) . THE S 1/2 OF THE SE 1/4 OF ID j ~ g ~ RECREATIONAL AREA 9.5/ {; J....CV' ,"i ti9 \' (TO BE DEDICATED 26819' THE NE 1/4 OF THE SW 1/4 N I+ N55'26'05"E 36.23' N89'53'43"E 12.58' N89'53' 43"E 11.59' TPN:6623400072 ,--------+- ' TPN:6623400070 oi I") I") w C co N N r-i ..... z ro l{) oi t') ~ z 4 ,90 7 S.F. J; hi;; cl!v:i ,,_1,"v~~a· ___ 73.93' _____ 52.:_9!_ _ • _ 50.00'_ _ _ 57.oo' ___ 35.2I_ _ _ 1 S: ~ N88'33' 45"W 116. 50' "" "" ...., "' ,,.- ,lu (Q TRACT D .f § OPEN SPACE/SENSITIVE AREAS :l If) 45,968 S.F. < N89"59'56"W 17.70' N6'31'33"W 18.95'- 9 5,628 S.F. N88'33' 45"W 110.01' 10 4,841 S.F. N88'33'45"W 89.39' 11 4,732 S.F. N88'33'45"W 99.90' 12 4,973 S.F. N88'33' 45"W 104. 31' 13 5,694 S.F. N85'39'52"W 110.65' 14 5,580 S.F. N85'39'52"W 81.55' .w ro . O 0 • 0 0 . N 0 ;. lf) z 90.0Q' 15 6,162 S.F. N85'39'52"W / B ..1!i .l! j/ ti''; · '° Lf) (.() I c..J / -.1 I 27 ~ ! ~ ~ ~ R=25.oo: ~ ~ I;,. ,~ I") I I I. I~ ,~ I l{) Ol ci to ~ 18 ,g I 26.5' 26.5' ~ I 5,837 S.F. ~ oi oi oi r--L=39.94 N ~ ~ ~ I !P)ffe,~~~l ffe.. 28 ,;; 29 :,:: 30 ! 31 ~ ~ ~ o N88.33• 45 ,,W 4,810 S.F. ~'°..,. 4,630 S.F. ~ 4,627 S.F. ~ 4 ,519 S.F. t0 I~ ~ ~ ~ ,i-----1-0-3.-2-=5,_:_:_ ___ _. P ~ g I ~ Q 6 · I 26 ~ ~r -43.59'-z---58.86'--4 2 Lf) I <C i:5 ~, 1 • Na9·59•5s"w 11 s.02· 0? Q w 5,192 S.F. 51.99' 50.00' , g rv1 rn t0 I N LINE OF THE S135 OF THE ~ 1-'-t o N89"59'56"W 115.00' S 1/2 OF THE SE 1/4 OF 1-N88'33'45"W .__, ,-:-----...::......:.:_ ___ ...:,...41, THE NE 1/4 OF THE SW 1/4 104.12' N1 "26'21 "E 15.00' l{) . I 0 ~ 01 0 . 0 CD lD I I 25 5,205 S.F. N88'33' 45"W I IN 26.5' OC) 104.12' TPN:3223059088 Ir--: N I 24 5,059 S.F. . <D cxi l{) I TPN:3223059080 120.86' .-149.15' w C ,..._ w .!o,J N ~ § 22 ; ~ 23 ~ ~ " " ~ 5,846 S.F. ID ..-~ ;:: 5,666 S.F.;.... ~ ;::: Z z z TPN:6623400050 97.05· 40' 40' [j2l ~[NJ lJ IHJ ~ ~ l1~[){~ ~ffe, IXl [)) [E 1M tT' ~ffe, (Glf°§) 'WCQlUJUJ~lE ®, jp)ffe,~~ ~5l TRACT C STORMWATER/SENSITIVE AREAS 50,560 S.F. SYMBOL LEGEND ··-----------~----~- ~ SET MONUMENT IN CASE EB FOUND MONUMENT AS NOTED 0 FOUND 1 /2" REBAR AND CAP AS NOTED e SET 1/2" REBAR AND CAP LS #40094 >~ SET TACK AND LEAD WITH BRASS WASHER LS. #40094 260.19' N55'26'05"E 5.48' N89"51'29"W 421.95' 18 5,581 S.F. N Ol 19 t:'i ~ 5,968 S.F. _w l{) _o 01 . a, L{) lf) N _w l{) 0 a, ' ~ z 20 N 7,145 S.F. N d ,..._ ..... w a .- 1") N w Z N88"40'55"W f'-1 2 --51' 21.95' 34.99' z a, .---:~ 25. , 3"( ;::: .--• .--?,1 · Nffl •51 1 , z --ii.a~ ·:iJS. 47,56 1 ~ 'i-\69~;.si TRACT B 'JO· <o OPEN SPACE v 161.77' 5,508 S.F. TPN: 6623400051 50.49' N89"55' 43"W 67.05' TPN:6623400053 lrDllf re [L[Lffe,# [L(UJ~o~ ~= (Q) (Q)(Q) ~ ~(O) 0 [L [L ffe, FOUND 1 1 /2" BRASS DISC STAMPED WITH "X" IN CONC. MON IN CASE, DOWN 0.35'. Jo, EXISTING ROW LOT(S) TR-A/1 1/2 2/3 3/4 4/5 5/6 6/7 TR-E/9 9/10 10/11 . 0/S DIST. C5 28'09'43" 81.50 40.06 C6 16'56'02" 81.50 24.09 C7 20'13'32" 81.50 28.77 cs 11 '56' 33" 81.50 16.99 C9 42·1 o· 46" 38.00 27.97 C10 24·22·11" 81.50 34.66 C11 61 '19' 45" 15.00 16.05 C12 15'47'34" 81.50 22.45 C13 8'34'37" 81.50 12.20 C14 30'37'28" 55.00 29.40 C15 32'27'11'' 55.00 31.15 C16 16'33'38" 55.00 15.90 C17 20'57'05" 55.00 20.11 C18 24'55'34" 55.00 23.93 C19 59'44'16" 55.00 57.34 C20 19'40'22" 55.00 18.88 C21 7T57'58" 15.00 20.41 C22 4'23'34" 275.50 21.20 C23 2'59'00" 223.50 11.64 C24 4'23'34" 223.50 17.14 C25 2'59'00", 250.00 13.02 C26 4'23'34" 250.00 19.17 CURB PLUG TABLE LOT(S) 11 /12 12/13 13/14 15/TR-C 15/17 17 /21 21/22 22/23 23 24 0/S DIST. LOT(S) 0/S DIST. 24/25 25/26 26/27 27/28 28/29 29/30 30/31 31 Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 SHEET 4 OF 5 RECEIVED JUN 1 7 Z015 • CITY OF RENTON GREENLEAF A PORTION OF THE SE 1 / 4 OF SECTION 32, TOWNSHIP 23N., RANGE. 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON w : N ..-;.., f'I .... z I 11 I I I I I I I : I : I I I I I I 1 1 N1 "26'22"E I I I 1 N89"53'43"E 1 172.41' 1.44' 20.0' UTILITY ESMT. _lTO .f3_ ~ELINQUIS,ED) 1®1 T----------1n·-::>-;-v,-R 1 1 I 1 " .ce:.v r. _..t., I [SM.~. RCC. IJ ---8 #92071 T: 283 It I 5,961 S.F. It i 20.0' 7 Ir+--UTILITY 5,038 S.F. (jJ 7,727 S.F. I I EASEMENT 10' SEWER ESMT. j I REC #92071 Tl 284 --±--------I 24.o' SHARED 1-l=-_-----= =-·~'--,._ ... L_.,.,.,..-~ ACCESS & L . '--~ 34 33 32 5,501 S.F. 5,501 S.F. 5' PSE EASEMENT _ J __ -i-- \ N89"53' 43"E 443. 94' 6 5 4 3 4,581 S.F. 4,573 S.F. 4,573 S.F. 4,573 S.F. ______ I __ _ TRACT A 2 OPEN SPACE 846 S.F. 1 4,572 S.F. 4,730 S.F. I I I I I I I --------~/ I ---------._J__ ____________ _j_ UTILITIES ESMT. ~ 10' UTILITY \!_/\'.:!/ EASEMENT '-------------c-----------------------t- -(i) 5' POWER ESMT. REC. l,i7901230675 I TRACT E RECREATIONAL AREA 4,907 S.F. 9 I I 5,628 S.F. I (jJ(1l; 1 O' UTILITY _j EASEMENT I ~--- 10' UTILITY ROAD A / EASEMENTl (TO BE DEDICATED) (jJ(1l; ,,,..-1----------- / 27 1 5,837 S.F. ~ I 0 w ~~i-t---------___j 28 4,810 S.F. 29 4,630 S.F. (TO BE RELINQUISHED) I L 10· UTILITY EASEMENT 30 4,627 S.F. 31 4,519 S.F. -1 I I I I I I I I w = C\I :-1 co f'I 10 0~ I -<t: ~ Ow ~m Nss·33'39"w 26 4.93' 5,192 S.F. r.,....--...... ~----..&...-f z N89'59'56"W 115.02' TRACT D OPEN SPACE/SENSITIVE AREAS 45,968 S.F. 4,841 S.F. 11 4,732 S.F. ~ 10' UTILITY_! \!:J\'.:!/ EASEMENT 12 I 4,973 S.F. I \ ~ ~ i-:--~~~.,-----.e'J...;..J h-10' UTILITY (jJ(1l; I EASEMENT I 25 j 5,206 S.F. I w ~ I 24 ~-I • l{) 6,059 S.F. z "! I N89'59'56"W 115.00' 5.0' UTILITY EASEMENT 5' RESTRICTIVE NO BUILD BUILDING EASEMENT N1'26'21"E 15.00' N89'59'56"W 17. 70' \ N55'49'49"E inl ' -. . -_-_ ~-~~·-__ ;) +---N_B_9 .. '5_9;...'5;;.;6;;.."..;;W;_1.;.;2;,;0;,;,;.8;;.;6;;...' _____ _L__.L_ ____ -J 13 5,694 S.F. 14 5,580 S.F. 15 6,162 S.F . . ~r-----L.. _____ __, O> I"') I"') LL.I R co N "' f'I .... z TRACT C STORM WATER/SENSITIVE AREAS 50,560 S.F. UTILITY EASEMENT £1=23'09'29" R=55.00' L=22.23' 16 5,451 S.F. 1 O' UTILITY EASEMENT 18 5,581 S.F. 25.0' N88'40'55"W STORM 27.6' EMERGENCEY ACCESS EASEMENT ----1----- l I@@ ~_<:O~B::E~D~ffit~{;;~kr~E~D]._) .,.-=-=·-:1-t.::.···=-·--~r..;;.;...._..c===t~ --- ---ci 21 5,861 S.F. 19 5,968 S.F. -1------+-----· ~ ---' 10' UTILITY EASEMENT (jJ(1l; 22 5,666 S.F. PRIVATE ACCESS & UTILITY ESMT. 16.0' 23 5,846 S.F. N89"55' 43"W 67.05' "' N ci ...... .... w : rri "' f'I .... 20' ACCESS & UTILITY E.I\SEMENT REC. #2012(1.809000865 (TO BE RELINQUISHED) \-_J._---~-1 z EASEMENT-+ 20.02' i---I .· -N 1 • 11·i.~~~---TRACT B OPEN SPACE -J--r------------------~""!:"'---~.....;;..... _______ ...;5;,:.;,5:;:,;;0~8...;S;:,;:.F~-----L-- N89'51'29"W 421.95' 10.0'~1 PSE ESMT. 14. 40 20 0 40 80 1"=40' BASIS OF BEARINGS: HELD NORTH 01 '26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. SYMBOL LEGEND D ~ 10' UTILITY EASEMENT D EB PRIVATE ACCESS & PUBLIC UTILITY EASEMENT D O FOUND 1/2" REBAR AND CAP AS NOTED D e SET 1/2" REBAR AND CAP LS #40094 D >: SET TACK AND LEAD WITH BRASS WASHER LS #40094 QEASEMENT PER SHEET 2 -PLAT NOTES D O EASEMENT PER SHEET 2 -EASEMENT PROVISIONS Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL.. 425.823-5 700 FAX 425.823-6700 PROJECT NUMBER: 14-156 SHEET 5 OF 5 JUN 1 7 2015 CITY OF RENTON LU A 15-000453 LND10-0524 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 THEREOF 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, PEDESTRIAN ACCESS, 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 AND CONVEY 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 THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISIONS OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COST OF DEFENSE, CLAIMED BY PERSON 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 THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FROM DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, CERTIFY THAT WE HAVE ESTABLISHED A HOMEOWNER'S ASSOCIATION IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT A MEMBER OF SAID HOMEOWNER'S ASSOCIATION RECORDED UNDER KING COUNTY RECORDING NUMBER :°kOJ:-~iJ§..z.12~---· THIS SUBDIVISION, DEDICATION, AND WAIVER OF CLAIMS ARE MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH OUR DESIRES. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS: GREENLEAF-LAROSA, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY CHG SF, LLC, A WASHINGTON LIMITED LIABILITY COMPANY IT'S MANAGER 8~~~ TITLE: MANAGER ACKNOWLEDGMENTS STATE OF WASHINGTON COUNTY OF -'1-k<wc1...-/.--n;,;,.1a'-+1 ____ 1 :; ! ss ________ ! ON THIS DAY PERSONALLY APPEARED BEFORE ME CHARLES F. CONNER, TO BE KNOWN TO BE THE MANAGER OF GREENLEAF-LAROSA, LLC, THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE A FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. GIVEN UNDER MY HAND AND OFFICIALS SEAL THIS Ult11 0AY OF Y>,I 8:)), , 2015 NOTARY PUBLIC IN ANDFOR THE STA'E OF WASHINGTON MY COMMISSION f (} 0\ SHARON L. BRENNAN NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES OCTOBER 9, 2018 CONFORMED COPY 20151105000048 CITY OF RENTON PLAT 157.00 PAGE-001 OF 005 11/05/2015 08:55 \ .., 2015 MANAGER SUPERINTENDENT OF RECORDS GREENLEAF POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23N., RAN GE. 5 EAST, W. M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION PARCEL A: THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 240 FEET OF THE EAST 270 FEET OF THE SOUTH 120 FEET THEREOF; AND EXCEPT THE WEST 125 FEET OF THE EAST 155 FEET OF THE NORTH 15 FEET OF THE SOUTH 135 FEET THEREOF; AND EXCEPT THE NORTH 83.5 FEET THEREOF; AND EXCEPT THE EAST 30 FEET THEREOF AS CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 720824031~ PARCEL B: THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE EAST 340 FEET THEREOF;AND THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 340 FEET THEREOF; PARCEL C: THE WEST 150 FEET OF THE EAST 340 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTlER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; AND THE WEST 150 FEET OF THE EAST 340 FEET OF THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32. PARCEL D: THE EAST 190 FEET OF THE SOUTH 16.50 FEET OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING QOUNTY. WASHINGTON;,1 AND THE EAST 190 FEET OF THE NORTH 83.50 FEET OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 32; EXCEPT THE EAST 30 FEET THEREOF CONVEYED.,"fO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NUMBER 791759; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON BY WARRANTY DEED RECORDED UNDER RECORDING NUMBER 7206210426. PARCEL E: LOT A OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-14-000190-LLA (PANTHER LAKE), RECORDED UNDER RECORDING NUMBER 20140905900012, IN KING COUNTY, WASHINGTON. VICINITY MAP ~ l--'S~E:!-=.:18~2~N,.=D_S:=_T-t------i SCALE 1"=1000' SE 196TH ST CITY OF RENTON 8UBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS Lf~ DAY OF NDVEMJ?l?::)t 2015 ADMINISTRkt t.e4q ~' MJJl4r'4 ~ CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS .tf.+-t..DAY OF 1'J fJV• 2015 MAYOR CITY OF RENTON FINANCE ADMINISTRATOR I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL • ASSESSME.NTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPER8AREIN ,J ,/ CONTAINED DEDICATED AS STREETS OR FOR OTHER PUBLIC USE PAID IN FULL THIS DAY OF fV0V, 2015. KING COUNTY DEPARTMEN 1 OF ASSESSMENTS EXAMIN.ED AND APPROVE. D THIS fiE1tl:c DAY Of /f--.Je,,~~ ::~ Loo 41t · · ~~~ ASSES sot '-===p':-:u=TY""--:'A'::::'SS=lE.":S=s-::--:oR~~-"-"'-""'"""'""""-1,,,<-'=->.,,., ACCOUNT NOS. 3223059123, 3223059148, 3223059273, 3223059344 & 6623400054. KING COUNTY FINANCE DIVISION CERTIFICATE MANAGER, FINANCE DIVISION LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF GREENLEAF IS BASED ON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND, AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLA HING ATIONS. DATE: 40094 CERTIFICATE NO. Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 DATE: 9/15/15 SHEET 1 OF 5 CITY OF RENTON LU A 15-000453 LND10-0524 TITLE NOTES PER CHICAGO TITLE INSURANCE COMPANY ORDER NO.: 0035887-06, DATED MARCH 22, 2015. AFFECTING PARCEL A: 1. 3. 4. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND POWER & LIGHT COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7901230675. (TO BE RELINQUISHED) SUBJECT TO AN EASEMENT FOR UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20141231000757. (PLOTTED) SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GEORGE F. LANSING AND DOROTHY LANSING, HIS WIFE. TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7208240314. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES. AFFECTING PARCEL B. C & D: 5. SUBJECT TO AN EASEMENT FOR WATER LINE(S) AND APPURTENANCES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO SOOS CREEK WATER AND SEWER DISTRICT, A MUNICIPAL CORPORATION, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9207171283 AND 9207171284. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (TO BE RELINQUISHED) 6. SUBJECT TO A COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM ALBERT HUVINEN AND MAXINE HUVINEN, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7206210426. 7. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL B. 8. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL C. 9. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL D. AFFECTING PARCEL E: 10. 11. 12. 13. 15. 16. SUBJECT TO COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MANNERS, IF ANY, BUT OMITTING ANY COVENANTS OR RESTRICTIONS, IF ANY, INCLUDING BUT NOT LIMITED TO THOSE BASED UPON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY, HANDICAP, NATIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICTION IS PERMITTED BY APPLICABLE LAW, AS SET FORTH ON CITY OF RENTON LOT LINE ADJUSTMENT #LUA-14-000190-LLA, RECORDED UNDER RECORDING NUMBER 20140905900012. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM RAYMOND E. DEACY AND ELVA K. DEACY, HIS WIFE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110301. SUBJECT TO COVENANT RELATING TO MAINTENANCE OF ROAD APPROACH CONTAINED IN DEED FROM GLADYS L. GREER, AS HERE SEPARATE ESTATE, TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NO. 7204110302. SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20120809000865. (TO BE RELINQUISHED UPON RECORDING OF THIS PLAT) SUBJECT TO AN EASEMENT FOR THE PURPOSES SHOWN AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT TO PUGET SOUND ENERGY, INC., A WASHINGTON CORPORATION FOR THE PURPOSE OF UTILITY SYSTEMS FOR TRANSMISSION, DISTRIBUTION AND SALE OF GAS AND ELECTRICITY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20141231000757. (PLOTTED) NOTICE OF ON-SITE SEWAGE SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130719001046. PERTAINS TO GENERAL AND SPECIAL TAXES AND CHARGES AFFECTING PARCEL E. 17. SUBJECT TO AN OIL AND GAS LEASE WITH CERTAIN TERMS, COVENANTS, CONDITIONS AND PROVISIONS SET FORTH IN INSTRUMENT RECORDED UNDER RECORDING NO. 6167523. AFFECTING ALL PARCES: 18. SUBJECT TO A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN BETWEEN GREEN-LEAF LLC, A WASHINGTON LIMITED LIABILITY COMPANY & CHICAGO TITLE INSURANCE COMPANY, AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20141014001092. REFERENCES 1. GREENLEAF ROAD AND CONSTRUCTION PLANS PREPARED FOR CONNER HOMES PREPARED BY ESM, UNDER JOB #258-044-013, DATED 08/15/14. 2. PLAT OF PANTHER LAKE GARDEN TRACTS, VOLUME 9 OF PLATS, PAGES 25 RECORDED UNDER KING COUNTY RECORDING NUMBER 18970701158676. 3. PLAT OF COUGAR MEADOWS, VOLUME 161 OF PLATS, PAGES 47-51, RECORDED UNDER KING COUNTY RECORDING NUMBER 5176141. 4. PLAT OF VISTA HILLS, VOLUME 67 OF PLATS, PAGE 99, RECORDED UNDER KING COUNTY RECORDING NUMBER 196110315347470. 5. PLAT OF VISTA RIDGE, VOLUME 159 OF PLATS, PAGES 30-32, RECORDED UNDER KING COUNTY RECORDING NUMBER 199112241091. OF GREENLEAF SW 1/4 POR. OF THE SECTION 32, NE 1/4 & SE 1/4 OF THE TOWNSHIP 23N., RANGE. 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON EASEMENT PROVISIONS 1. AN EASEMENT IS HEREBY GRANTED AND RESERVED FOR THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURYLINK TELEPHONE COMPANY, THE REGIONAL CABLE TELEVISION COMPANY AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJACENT TO THE ROAD FRONTAGE. THE PURPOSE OF THE EASEMENT IS TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES AND WIRES WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRICITY, NATURAL GAS, TELEPHONE, SEWER AND WATER SERVICE AND CABLE TELEVISION. THE EASEMENT SHALL INCLUDE THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. AFTER ENTRY PURSUANT TO THESE EASEMENTS, THE PROPERTY SHALL BE RESTORED AS NEAR AS POSSIBLE TO ITS ORIGINAL CONDITION. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT OR FOR TELEPHONE USE OR CABLE TELEVISION SHALL BE PLACED OR PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. ALL SANITARY SEWER EASEMENTS NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE SOOS CREEK WATER AND SEWER DISTRICT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH SEWER SERVICE. 3. ALL STORM DRAINAGE EASEMENT NOT SHOWN AS PRIVATE ARE HEREBY CONVEYED TO THE CITY OF RENTON FOR THE PURPOSE OF SERVING THIS SUBDIVISIONS AND OTHER PROPERTY WITH STORM DRAINAGE SERVICE. STORM DRAINAGE EASEMENT PROVISIONS 4. ® ® (j) @ @) @ PRIVATE DRIVEWAY EASEMENT AND ASSOCIATED STORM SYSTEM AND WATER QUALITY TREATMENT STORM FILTER FACILITY SERVING THE DRIVEWAY FOR LOT 32, 33 AND 34 ARE PRIVATE STORM SYSTEMS AND FACILITIES THAT WILL BE THE RESPONSIBILITY OF THE GREEENLEAF HOMEOWNER'S ASSOCIATION AND THE LOT OWNERS OF THE GREENLEAF PLAT TO MAINTAIN WITH EQUAL AND UNDIVIDED INTEREST. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 2 THROUGH 6 IS FOR THE BENEFIT OF LOTS 1 THROUGH 5 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1 THROUGH 6 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 5 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 8, 32 AND 33 IS FOR THE BENEFIT OF LOTS 7, 8, 32, 33 AND 34 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 7, 8, 32, 33 AND 34 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHO'NN ON LOT 16 IS FOR THE BENEFIT OF LOT 17 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 16 AND 17 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE VARIABLE WIDTH PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 18 AND 19 IS FOR THE BENEFIT OF LOTS 19 AND 20 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 18 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 21 AND 22 IS FOR THE BENEFIT OF LOTS 22 AND 23 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 21 THROUGH 23 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 5 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 24, 25 AND 26 IS FOR THE BENEFIT OF LOTS 24 THROUGH 26 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 24 THROUGH 26 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 27 THROUGH 30 IS FOR THE BENEFIT OF LOTS 1 THROUGH 5 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 28 THROUGH 31 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. SANITARY SEWER EASEMENT PROVISIONS @ THE PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOTS 17, 19 AND 20 IS FOR THE BENEFIT OF LOTS 18, 19 AND 20 AND LOT C OF LOT LINE ADJUSTMENT #LUA-14-00019-LLA FOR PRIVATE SANITARY SEWER DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 17 THROUGH 20 .AND LOT C ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. @ THE SANITARY SEWER DRAINAGE SHOWN ON TRACT E & LOTS 32, 33 AND 34 IS FOR THE BENEFIT OF ALL THE LOTS WITHIN THIS PLAT AND LOT C OF #LUA-14-00019-LLA FOR SANITARY SEWER FACILITIES. THE OWNERS OF SAID LOTS ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE SEWER FACILITIES USED IN COMMON WITHIN SAID EASEMENT. ~q·--·· .. ,. .. , GENERAL NOTES 1. THIS PLAT IS SUBJECT TO THE ESTABLISHMENT OF THE GREENLEAF HOMEOWNERS ASSOCIATION (HOA). 2. THE ACCESS EASEMENTS SHALL BE KEPT OPEN FOR EMERGENCY AND PUBLIC SERVICE VEHICLE ACCESS AT ALL TIM~S. . 3. ' THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES AND ANY DEVIATIONS FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. 4. ALL BUILDING DOWN SPOUTS, 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 R-3808 ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO 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 THE PLANS ON FILE. 5. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL 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. 6. THE STREET TREES SHALL BE OWNED AND MAINTAINED BY THE GREENLEAF HOMEOWNERS ASSOCIATION. 7. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 108TH AVENUE SOUTHEAST FROM THOSE LOTS WHICH ABUT IT. 8. LOTS WITHIN THIS SUBDIVISION ARE SUBJECT TO RENTON MUNICIPAL CODE 4-1-160, WHICH IMPOSES IMPACT FEES TO FUND SCHOOL SYSTEM IMPROVEMENTS NEEDED TO SERVE NEW DEVELOPMENT. AS A CONDITION OF FINAL APPROVAL, 50% OF THE IMPACT FEES DUE FOR THE PLAT SHALL BE ASSESSED AND COLLECTED IMMEDIATELY PRIOR TO THE 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 BE COLLECTED PRIOR TO THE BUILDING PERMIT ISSUANCE. 9. PROPERTY WITHIN THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED UNDER KING COUNTY RECORDING NUMBER aot&JU o:5:coe;C4'J . 10. THE APPLICANT OR SUBSEQUENT OWNER SHALL COMPLY WITH THE APPLICABLE CITY OF RENTON TRAFFICMITIGATION FEESCHEDULE OR APPUCABLE IMPACT JEE SCHEDULE IN PLACE AT THE TIME OF ltE Pi\YMENT. THCAPPLIC-ANT SHALL PAY THE MITIGATiOtf-OF~ TMPACt FEE PRIOR TO RECORDING OF THE FINAL PLAT. 11. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. R-3808 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON SENSITIVE AREAS AND BUFFERS NOTE THE SENSITIVE AREA IDENTIFIES THE WETLAND AND BUFFER AREA. THE CREATION OF THE SENSITIVE AREA CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE EASEMENT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE SENSITIVE AREA IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND OCCUPIERS OF THE AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE AREA. THE VEGETATION WITHIN THE SENSITIVE AREA MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. THE RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES AND EMPLOYEES OF THE OWNERS OF SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. NO BUILDING FOUNDATIONS ARE ALLOWED BEYOND THE 25 FOOT BUILDING SETBACK LINE, UNLESS OTHERWISE PROVIDED BY LAW. PRIVATE ACCESS EASEMENT fil A PRIVATE ACCESS EASEMENT SHOWN ON LOTS 8, 32 AND 33 IS FOR THE BENEFIT OF LOTS 32, 33 AND 34 FOR INGRESS AND EGRESS. THE OWNERS OF SAID LOTS 8, 32, 33 AND 34 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF SAID EASEMENT. ~ A PRIVATE ACCESS EASEMENT SHOWN ON LOTS 17, 19 AND 20 IS FOR THE BENEFIT OF LOTS 18, 19 AND 20 FOR INGRESS AND EGRESS. THE OWNERS OF SAID LOTS 17 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF SAID EASEMENT. DATE: Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 DATE: 9/15/15 SHEET 2 OF 5 CITY OF RENTON LU A 15-000453 LND10-0524 TRACT NOTES 1. THE ARTICLES OF INCORPORATION FOR GREENLEAF HOMEOWNERS ASSOCIATION IS ON FILE WITH THE STATE OF WASHINGTON IN OLYMPIA. MEMBERSHIP IN THE GREENLEAF HOMEOWNER'S ASSOCIATION AND PAYMENT OF DUES OR OTHER ASSESSMENT SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. 2. A 'TRACT' IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. 3. TRACT 'A' IS A OPEN SPACE/ENTRY MONUMENT TRACT AND IS HEREBY GRANTED AND CONVEYED UPON RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 4. TRACT 'B' IS AN OPEN SPACE TRACT AND IS HEREBY GRANTED AND CONVEYED UPON RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE PURPOSES. 5. TRACT 'c' IS A STORM WATER / SENSITIVE AREA AND IS HEREBY GRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT. A STORM WATER EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER, UNDER AND ACROSS SAID TRACT 'C' FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER. THE CITY OF RENTON IS HEREBY GRANTED THE RIGHT TO ENTER SAID STORMWATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING IN SAID STORMWATER TRACT SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION. 6. TRACT 'D' IS A OPEN SPACE / SENSITIVE AREA AND IS HEREBY GRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT. TRACT 'D' IS RESEVED FOR SPECIFIC PURPOSES INCLUDING, BUT NOT LIMITED TO OPEN SPACE, SENSITIVE AREAS AND SURFACE WATER RETENTION. 7. TRACT 'E' IS A PRIVATE RECREATIONAL TRACT FOR THE BENEFIT OF ALL LOT OWNERS IN THIS PLAT AND IS HEREBY GRANTED AND CONVEYED UPON THE RECORDING OF THIS PLAT TO THE GREENLEAF HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE OF SAID TRACT. SHOULD THE HOMEOWNER'S ASSOCIATION FAIL TO PROPERTY MAINTAIN TRACT "E", THEN THE LOT OWNERS OF ALL LOTS OF THIS PLAT, SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF THIS TRACT. PUBLIC DRAINAGE EASEMENT RESTRICTIONS A. PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: B. ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). C. PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. D. DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. E. DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OF UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. F. BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. G. ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTED MUST PROVIDE AN OPENING (GATED. REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. H. GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. OF GREENLEAF POR. OF THE SECTION 32, SW 1/4 NE 1/4 & SE 1/4 OF THE TOWNSHIP 23N., RANGE. 5 EAST, CITY OF RENTON, KING COUNTY, WASHINGTON EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA SYSTEM 1200 EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. LOT BMP TABLE LOT AREA IN 65% MAX ALLOWABLE LOT AREA IN 65% MAX ALLOWABLE # SQ. FT. IMPERVIOUS AREA # SQ. FT. IMPERVIOUS AREA 1 4,730 3,075 SQ. FT. 18 5,581 3,628 SQ. FT. 2 4,572 2,972 SQ. FT. 19 5,968 3,879 SQ. FT. 3 4,573 2,972 SQ. FT. 20 7,145 4,644 SQ. FT. 4 4,573 2,972 SQ. FT. 21 5,861 3,810 SQ. FT. 5 4,573 2,972 SQ. FT. 22 5,666 3,683 SQ. FT. 6 4,581 2,978 SQ. FT. 23 5,846 3,800 SQ. FT. 7 5,038 3,275 SQ. FT. 24 6,059 3,938 SQ. FT. 8 5,961 3,875 SQ. FT. 25 5,206 3,384 SQ. FT. 9 5,628 3,658 SQ. FT. 26 5,192 3,375 SQ. FT. 10 4,841 3,147 SQ. FT. 27 5,837 3,794 SQ. FT. 11 4,732 3,076 SQ. FT. 28 4,810 3,127 SQ. FT. 12 4,973 3,232 SQ. FT. 29 4,630 3,010 SQ. FT. 13 5,694 3,701 SQ. FT. 30 4,627 3,008 SQ. FT. 14 5,580 3,627 SQ. FT. 31 4,519 2,937 SQ. FT. 15 6,162 4,005 SQ. FT. 32 7,727 5,023 SQ. FT. 16 5,451 3,543 SQ. FT. 33 5,501 3,576 SQ. FT. 17 6,744 4,384 SQ. FT. 34 5,501 3,576 SQ. FT. ADDRESS TABLE LOT ADDRESS LOT ADDRESS 1 10732 SE 187TH PL 18 10711 SE 188TH ST 2 10726 SE 187TH PL 19 10717 SE 188TH ST 3 10720 SE 187TH PL 20 10723 SE 188TH ST 4 10714 SE 187TH PL 21 10729 SE 188TH ST 5 10708 SE 187TH PL 22 10735 SE 188TH ST 6 10702 SE 187TH PL 23 10741 SE 188TH ST 7 10628 SE 187TH PL 24 18718 107TH AVE SE 8 10622 SE 187TH PL 25 18712 107TH AVE SE 9 18701 107TH AVE SE 26 18706 107TH AVE SE 10 18707 107TH AVE SE 27 18700 107TH AVE SE 11 18713 107TH AVE SE 28 10715 SE 187TH PL 12 18719 107TH AVE SE 29 10721 SE 187TH PL 13 18725 107TH AVE SE 30 10727 SE 187TH PL 14 18803 107TH AVE SE 31 10733 SE 187TH PL 15 18809 107TH AVE SE 32 10616 SE 187TH PL 16 10701 SE 188TH ST 33 10610 SE 187TH PL 17 10707 SE 188TH ST 34 10604 SE 187TH PL W.M. SECTION SUBDIVISION 29 FOUND 1 1 /2" BRASS DISC r· . STAMPED WITH "X" IN CONC. \ 32 MON IN CASE, DOWN 0.45'. . CITY OF RENTON CONTROL MONUMENT #1866 (VISITED 8/25 2014) FOUND 1 1/2" BRASS DISC STAMPED WITH "X" IN CONG. MON IN CASE, DOWN 0.5' N 2.26'x E 0.13' OF THEO. (VISITED 08/25 2014) GRAPHIC SCALE 1000' l" = 1000' N89'26'21 "E 2629.82' 31 .1314.91'. ~ .1314.91'_ · CALCULATED I . .1 N89'3~'1~"-E _ ~662.93' .. 3~ CALCULATED A 33 POSITION 6 I 32 POSITION w. . ~~I · ~o ('co· · l(J O O l() r--· . /g N89'43'12"E o o...:~ l")<D ~ I · N l() ~ -J--, · 656. 76' ~~ ~~y·iu .... 1 > · ~ N89'43'12"E · ~j:!: · ~. (D • •,=-.....-.,~~ ~. 656.70' · ~~ N Ll_ . N89'59'56".'IJ.L . .~ w ~I'\ 1312.04' /1312.04' I")' N89'51'38"E 656.37' N. LINE, S.1 /2 SE :l,NE :l , SW :l ~,-l(J ~ 0 w ' w ~ o. . w ~ FOUND PIN IN 4"x4" P ~ IJ'l§9'43'01'1W _JO! .N CONC. MON IN CASE. z ~ ·~ ~181.. 1310 .. 65'1:2 ~ CITY OF RENTON CONTROL z ~. _/ ~ z MONUMENT #1873 N1 '23'12"E . : (VISITED 8/25 2014) 13q7.48' J_ ~2-I ---. -k . . . . ··-N88"50'16"W 2624.80' ·:-:::._ 1309.29' -· ·-1309.29' < . -.. -.. -.. i.--, r--.1 5 N89'26'04"W 2618.58' __., 5 .. ,, FOUND 1 1 /2" BRASS DISC FOUND METAL MONUMENT STEM, IN 4 x4 STAMPED WITH "X" IN CONC. CONC. MON IN CASE, DOWN 1.8 . MON IN CASE DOWN O 35• CITY OF RENTON CONTROL MONUMENT #587 ' . . (VISITED 8/25 2014) (VISITED 8/25 2014) DATE: Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 DATE: 9/15/15 SHEET 3 OF 5 CITY OF RENTON LU A 15-000453 LND10-0524 I 11 I I I I I I : I : I I I I I I @ 20.0' PSS EASEMENT 34 5,501 S.F. I / ' I I I I I I : I : I I I I I I 33 5,501 S.F. &@ __ t __ - 24.0' SHARED ACCESS & UTILITIES ESMT. GREENLEAF POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE. 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I ~ I TRACT A @ --=n 20.0' PSS I 8 EASEMENT 5,961 S.F. 32 ~ 22.0' WATER I EASEMENT 7,727 S.F. I :.: -=---=---}~ -:.: ® Ws~·M;~~& I 7 6 5,038 S.F. 4,581 S.F. 5 4 4,573 S.F. 4,573 S.F. ® __ L_® --- ~ 10' UTILITY \::Jv..:!/ EASEMENT ~ SE 187THPL / 1 O' UTILITY EASEMENT (if[i} 11 1 O' PSD 3 4,573 S.F. ® 2 OPEN SPACE 846 S.F. 1 4,572 S.F. 4,730 S.F. __ ®_j __ _ 1 O' PSD (TO BE DEDICATED) / -,;;--c--1------ TRACT D OPEN SPACE/SENSITIVE AREAS 45,968 S.F. I 9 I 5,628 S.F. I ~ 10' UTILITY _I \::Jv.:!J EASEMENT I 10 4,841 S.F. 11 4,732 S.F. ~ 1 O' UTILITY ~i \!:_/v..:!/ EASEMENT 12 I 4,973 S.F. I ,--., 0 ~ <( u 0 w 0 / 27 I 5,837 S.F. I I N88·33'39"w 26 4.93' 5,192 S.F. I-10' UTILITY 0f,p I EASEMENT \::_Iv.:!} I 25 I 5,206 S.F. I I }cl I I N I I 24 @~.: • LO I \ 6,059 S.F. z "! 1 \ N55·49· 49"E LO, 28 4,810 S.F. 5.0' PSD@ EASEMENT 1 O' UTILITY EASEMENT (if[iJ 29 4,630 S.F. 30 31 4,627 S.F. 4,519 S.F. I I \ \ / I I "---14.68'~ : ---~) ,_ _____________ __, SE 188TH ST 13 (TO BE DEDICATED) 5,694 S.F. 14 5,580 S.F. 15 6,162 S.F. TRACTC I <if& 1 o· UTILITY EASEMENT STORM TRACT AND OPEN SPACE/SENSITIVE AREA TRACT 50,560 S.F. NOTE PRIVATE DRIVEWAY EASEMENT AND ASSOCIATED STORM SYSTEM AND WATER QUALITY TREATMENT STORM FILTER FACILITY SERVING THE DRIVEWAY FOR LOT 32, 33 AND 34 ARE PRIVATE STORM SYSTEMS AND FACILITIES THAT WILL BE THE RESPONSIBILITY OF THE GREEENLEAF HOMEOWNER'S ASSOCIATION AND THE LOT OWNERS OF THE GREENLEAF PLAT TO MAINTAIN WITH EQUAL AND 10' PSD EASEMENT 18 5,581 S.F. 10' PSD EASEMENT 21 5,861 S.F. 1 Q' UTILITY EASEMENT <JJ8J 22 5,666 S.F. 20 19 7,145 S.F. 5,968 S.F. 1 25.0' STORM 26.83' TRACT B I L UNDIVIDED INTEREST. N1·19'05"E EASEMENT OPEN SPACE --+-------------------------....:;... _______ ...;5~,~50;:.,:;8:...S;;:;.·:.;F. ___ _, __ ,__---95.0'----1 23 5,846 S.F. 27.6' EMERGENCY ACCESS EASEMENT -t- °N v N N N ~ r.:r.:i w [J'J It ~ .-- N (0 r-i .--p z 00 0 rl '-' in rl in i:i::: [J'J DATE: Axis I GRAPHIC SCALE j j 50' 25 0 50' 100' l" = 50' BASIS OF BEARINGS: HELD NORTH 01.26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. EASEMENT LEGEND 0 EASEMENT PER SHEET 2: TITLE NOTES Q EASEMENT PER SHEET 2: EASEMENT PROVISIONS D EASEMENT PER SHEET 2: PRIVATE ACCESS EASEMENT PSD PRIVATE STORM DRAINAGE EASEMENT PSS PRIVATE SANITARY SEWER EASEMENT PRIVATE SANITARY SEWER EASEMENT DETAIL 17 GRAPHIC SCALE 0 25 1 SO' l" = 50' 20 19 7,145 S.F. 5,968 S.F. Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 DATE: 9/15/15 SHEET 5 OF 5 LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 CITY OF RENTON GREENLEAF POR. OF THE NE 1/4 & SE 1/4 OF THE SW 1/4 TOWNSHIP 23N., RANGE. 5 EAST, W.M. OF SECTION 32, . <§t2 .. FOUND ·1 ·1/2" BRASS DISC. • w STAMPED WITH "X" IN CONC. :'J:. ';... ~ MON IN CASE, DOWN 0.5' )g . ~ rri N2. 26' x E0.13' OF THEO. 81 r ~ (VISITED 08/25 2014) z~ LU A 1 5-000453 LND10-0524 LINE TABLE BEARING DISTANCE N47'55'38"W 19.08' N88'33' 45"W 12.51' N89'58'20"W 14.91' N89'59'56"W 12.57' N89'59'56"W 13.00' N01 '26'21 "E 6.08' N89'55'43"W 9.45' N55'26'05"E 36.23' N89'53' 43"E 12.58' N89'53'43"E 11.59' TPN:6623400072 (UNPLATTED) I I ~~©0lf~ ~~[Q)@~ ~a~@@/!Pal@=l~ I I I . IL(Q)11 11 ~ U:»11 11 '.3l IL(Q)11 ".I~ I TPN:895-ITPN:8956500130 ITPN:8956500140 5500120 N1.26'22"E N89"53' 43"E 172.4 ' 1.44' 20.22' 50.00' 50.00' 52.19' CITY OF RENTON, KING COUNTY, WASHINGTON IL(Q)T ® I ~~©ll ~ G=Il~ILIL© ~[Q)[l] VJ /&7//IP /BJ® \ IL(Q)tf' 1111 N LINE OF THE S 16.5' OF THEN 1/2 OF IL(Q)11 l1@ TPN:8950300110 THE SE 1/4 OF THE NE 1/4 OF THE SW 1/4 TPN:8950300090 50.00' (1 ') 50.00' 50.00' 50.00' 50.00' 50.00' TPN:3223059202(UNPLATTED) TRACT A OPEN SPACE 846 S.F. 50.00' 52.00' ]J.77' __ o/s ;;: -_ -3 ---4=.___--=--_ 1 ~ ----;;:---,-~ ------; ----i --,-~ ----~ ':..tt<1 • 8 r--: '°:..t· ':.t· '°:..t· ;:!jLO ;:!jLO ;:!jLO N. LINE, S. 1/2 SE l,NEI ;! • SW ;! 40' 40' N O ~ 8 I 5,961 S.F. Ol ~ ~ I ~ * ~ ~ <O '<I: I <O '<I: CD '<I: <O ~ lg s 34 lg s 33 t C'l I ;;: ;;: 7 P ~ 6 g m 5 g 01 4 P 01 3 P m 2 P oi 1 co ~ b ~ b ~ N o. 32 I ':..t CD ':..t ~ z z ~ ~ ~ N 80' z 5,501 S.F. z 5,501 S.F. <0 0 ~ : :< 5,038 S.F. 4,581 S.F. 4,573 S.F. 4,573 S.F. 4,573 S.F. 4,572 S.F. 4,730 S.F. • EXISTING Row- ~1',~«':~l ~ ~ :c:·7:~~::tJ " i ----~----~~~~-~~ ~------------~----!:~-~~-~~ [DJ ___ _/ & 1 ~I OJ ----1 --, /' C4 34.18' 50.00' 50.00' 50.00' 50.00' 36.79' C~ cl' ;:: ;::· ~ l -·-----1--· -..... _ ......... _ <7 /~c~ '6-, -LO~l' ----· T --,6~ · -,l, ···--T -LO-. -,1,-----/ ~ 50.00' 50.00' 70.00' 15.42' / 'bi , , <ci , ' , ' , ' , ' ' ' w ' ' \ . N89'53'36"E 90.11' ;;: N89'53'36"E 95.31' c9 c,~ -0,':>· ~~ .-N _ _!!89'53'36"E 347.19' N ~.'lrl w ':..t ·I{) " '-....... 17 '7<ob,. ·--SE 187TH PL 30715• -· -40 03• Pl ~ s LINE oF THE N 83.5' OF ~ "'! TRACT E N47:5s'38""'. I • v ,, v ~ ~ : ~ :·~ (To BE DE~l~ATED) ~ ~ ·-· -l / ;r THE S 1/2 OF THE SE 1/4 OF P ~ RECREATIONAL AREA '-.9"'57 f) /v ,'V ~<;) N ? ? ? :?~ N -t= ~ THE NE 1/4 OF THE SW 1/4 ~ 4,907 S.F. f;; ./v f? 51 _99 , I ~ ~" ~ , , co Q:' <:JO' 73.93' 50.00' 57.00' 35.27' z 3 N88"33'45"W 116.50' / [:] !'0 '! 11 J';;-------------CD---;;,-----~ fl.=91 •32 ,39 .. ·~ -~ 9 I -1 I 27 ~ ~ ~ '° :::: R=25.oo· '(;; ci 5 628 SF /-:.. 26.5' 26.5' -/ 5,837 S.F. oi ~ oi ~ L=39.94' };LJ ~ ~ l!) ' .. 1 1 ~ § : : IP~~~~IL ~ LC) 28 ;;: 29 30 ~ 31 ~ ~ ~ N88"33'45"W , , (3'c{_ N88'33'45"W 4 •81 0 S.F. ~ 4,630 S.F. 4,627 S.F. <0 4,519 S.F. l!) ~ N 110.01 • I -;o, we', . <O Po 00 L{) oi n ~ 0 I 103.25 p 2 I . w ·g I 26 ~ 43.59' 58.86' L4 I f:l ~ I m l!)o I N89.59'56"W 115.02' I ~ o ~ 5 ,192 S.F. 51.99' 50.00' N LINE OF THE S135' OF THE t0 '"" I N89.59'56"W 115.00' / / N88'33' 45"W / ~ IJ,.:I, , N88"33' 45"W STH~ 2N OF/THE SE 1 4 OF/ re----.:..:.::.:::...::..::....:..::.....:.:__+-+--)( };LJ VJ,°'--E 1 4 OF THE SW 1 4 10 4,841 S.F. .Lw (5')o/s 89.39' 1 ~ g2 104.12· N1·2s·21"E 15.00' co 1 . 8 <0 W LINE OF THE E 270' OF TRACTD E§ 11 ,~· ~I~ 25 8 THES1/20FTHESE1/40F OPEN SPACE/SENSITIVE AREAS t! <rJ 4.7 32 S.F. 5,206 S.F. ci ,!-i.J. THE NE 1/4 OF THE SW 1/4 ~ IT' I{)..--~ 45,968 S.F. / ~ ' N O ~-::-----;-....:.N:.:B:.::8..:::"3.:::.3'..:.45~"~w,___+--i-, , E-h? _ N88'33' 45"W : '<o 0 N89"59'56"W 17.70' N6'31'33"W~ (s')o/s 99.90' /C'l -;o, 8" 104.12' 1 ~ ~ 18.95' co rl I Z TPN:3223059088 (UNPLATTED) 12 4,973 S.F. •/.,_/ (5')0/S <l) ,It) ;.... co -. o o· ;!? tr., ~ 13 5,694 S.F . N85"39'52"W 110.65' 14 5,580 S.F. N85"39'52"W w (5')0/S 90.00' k. O 0 'b C! / r-.: 26.5' 26.5' 1 IN 24 ,~ \0 g 6,059 S.F. 25.85' N89.59'56"W 120.86' 50.14' (0 LC) r--: N 24.08' C23 L3 --------- .- --------------------...... w " f1 ~ N IXl 'b co LO 23 ;.,. ;,. st-o 22 ,:¢ '° "! N I TPN:3223059080 149.15' 27.6' EMERGENCY ACCESS EASEMENT --t-- N89"58'20"W 15.55' IL(Q)T ~ [LIL~# ILIL!J~oi] ~o @@@il ®@=!LIL~ . ~ ~ ~ 1 15 6,162 S.F. }:j 0l ~ -t= 5,846 S.F. '° :.... ~ ::: 5,666 S.F. ;... ;:: ::: Z z z TPN:6623400050 (UNPLATTED) oi N88'40' 43"W 81.55' I.LI " ...... :-4 IO f" ..... z t") I ~ l!) . r./'J ~i ~ . tt: . f-; Is --. tn rl I~ . r./'J ,~ . r<) -~ I~ . }'J ~ ·N I co r-i ~ .Z ~:r __ _:______:________::..:.:.::::.::__._ __ ~N8~5~'3~9~'5~2~"Wtj_ __ ..,. 97.05' 40' 40' w a IO N °N f" ...... z h co oi Ol ~ [p~[N]l][H]~[Ri [Lffe\~~ @~[Ri[Q)~[N] ,r~~~lf© ~(Q)ILIL!J~~ ®9 !Pffe\@~ ~@ TRACTC STORM TRACT AND OPEN SPACE/SENSITIVE AREA TRACT 50,560 S.F. SYMBOL LEGEND ~ SET MONUMENT IN CASE $ FOUND MONUMENT AS NOTED 0 FOUND 1 /2" REBAR AND CAP AS NOTED e SET 1/2" REBAR AND CAP LS #40094 ~< SET TACK AND LEAD WITH BRASS WASHER LS #40094 w • l!) 0 Ol r 18 5,581 S.F. N Ol "1 :.: 5,968 S.F. 19 N N "1 st- w • l!) 0 0) r z 50.01' 50.49' 42. 90· , Na9•55• 43"W 20 7,145 S.F. 0) Ol I') N ___ J 67.05' °N N d ,.... ...... LLI a TPN:6623400053 (UNPLATTED) !L(Q)tJ ~ !LIL~# ILIL!J~wi] ~w @@@~ ®@=!LIL~ I 8p' EXISTING ROW LOT(S) TR-A/1 1/2 2/3 3/4 4/5 5/6 6/7 TR-E/9 9/10 10/11 ,--------+-FOUND 1 1/2" BRASS DISC STAMPED WITH "X" IN CONC. DATE: ! 25'x 95' STORM DRAINAGE EASEMENT· TPN:6623400070 260.19' #6623400055 (UNPLATTED) MON IN CASE, DOWN 0.35'. N55"26'05"E 5.48' 161.77' N89'51 '29"W 421.95' TPN:6623400051(UNPLATTED) 0 GRAPHIC SCALE 25 50 100 l" = 50' BASIS OF BEARINGS: HELD NORTH 01'26'21" EAST BETWEEN FOUND MONUMENTS AT THE SOUTH AND CENTER QUARTER CORNERS OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN. CURVE TABLE CURVE DELTA RADIUS LENGTH C1 88'27'21" 25.00 38.60 C2 50"58°21" 25.00 22.24 C3 3T29'oo" 25.00 16.36 C4 11°11'30" 81.50 15.92 cs 28'09'43" 81.50 40.06 C6 16'56'02" 81.50 24.09 C7 20·13·32" 81.50 28.77 C8 11 '56'33" 81.50 16.99 C9 42'10'46" 38.00 27.97 C10 24'22'11" 81.50 34.66 C11 61 '19'45" 15.00 16.06 C12 15'47'34" 81.50 22.46 C13 8'34'37" 81.50 12.20 C14 30'37'28" 55.00 29.40 C15 32'27'11" 55.00 31.15 C16 16'33'38" 55.00 15.90 C17 20'57'05" 55.00 20.11 C18 24·55'34" 55.00 23.93 C19 59'44'16" 55.00 57.34 C20 19'40'22" 55.00 18.88 C21 77"57'58" 15.00 20.41 C22 4'23'34" 276.50 21.20 C23 2'59'00" 223.50 11.64 C24 4·23'34" 223.50 17.14 C25 2'59'00" 250.00 13.02 C26 4'23'34" 250.00 19.17 CURB PLUG TABLE 0/S DIST. LOT(S) j 0/S DIST. LOT(S) 0/S DIST. 18.28' 13.18' 13.18' 13.21' 13.14' 13.22' 13.31' 13.61' 13.26' 13.26' 11/12 12/13 13/14 14/15 15/TR-C TR-C/16 16/17 17 /21 21/22 22/23 13.19' 24 13.23' 14.03' 24/25 13.27' 13.31' 25/26 13.27' 13.14' 26/27 13.26' 13.59' 27/28 13.21' 13.57' 28/29 13.20' 13.29 29/30 13.17' 14.33' 30/31 13.16' 13.25' 13.25 Axis Survey & Mapping 15241 NE 90TH STREET REDMOND, WA 98052 TEL. 425.823-5700 FAX 425.823-6700 PROJECT NUMBER: 14-156 DATE: 9/15/15 SHEET 4 OF 5 ' PROPOSED REPLACEMENT TREE \ \, (j:) _a,, 0 ,- CY @ I oo. I @ 0 l + I \TRF,F. 1137 0 () 0 eo ~.,, ~14" ~',4/24" I ~ ~ ·f .! I I I TK.t:b ~~6 Os : -._ <i '1 \ ,1,,·· ·-+>' 14" T #36 ~#35 _,._ -,..-,-~ frc , /I TRER h1 .----·J TREE#3 , TR.BE ,:,,/3 ,TRF'., ·25 TRE~,4 . •1 J1 C" ) TREE lf.,O TREE f21 TREF/i22 -,.._ __ . (Q's' _, TREE #17 TREE #12 '----·-------~----- ®I ' _ _/ PROPOSED REPLACEMENT TRE + EXISTING TREE LEGEND PLANT SCHEDULE ~ SPRUCE @ ALDER ~ DOUGLAS FIR BOTANICAL NAME COMMON NAME QTY SIZE REPLACEMENT TREES • Pyrus calleryana 'Chanticleer' Flowering Pear* 10 2" cal Cercidiphyllum japonicum Katsura* 8 2" cal Fraxinus americana 'Autumn Applause' Ash* 9 2" cal Acer campestre 'Evelyn' Hedge Maple* 13 2 11 cal Amelanchier grandiflora 'Autumn Brilliance' Service berry* 12 2" cal Acer truncatum x A. plat. 'Warren's Red' Pacific Sunset Maple* 9 2" cal Acer circinatum Vine Maple* 16 2" cal Quercus coccinea Scarlet Oak* 4 2" cal @-Thuja plicata Western Red Cedar* 21 2" cal Pseudotsuga menziesii Douglas Fir·'· 18 2" cal *Drought tolerant once established 120 replacernent trees required, 120 provided TREE INFORMATION SOURCE: ESM CONSULTING ENGINEERS ~3 :J" V{ESTERNRED ~ CEDAR 0 24· BIG LEAF MAPLE *A"' PINE /--,,, I f \ DRIP LINE OF TREE \ / TOBESAVED - ~45' ~~ ~~ 20· COTTONWOOD 0 UNKNOWK DECIDGOUS TREE rx--, ~-\ )\ { · , ?.O" EXISTING TREE TO BE REMOVED, TYPICAL c._:.,:J !<; ' :<-r ~~ txr!Y 31 TREE #1 TREE #2 TREE #3 TREE #4 TREE #5 TREE #6 TREE #7 TREE#8 TREE #9 TREE #lo TREE #11 TREE #12 TREE #13 TREE #14 TREE #15 TREE #16 TREE #17 TREE #18 TREE #19 TREE#20 TREE #21 TREE #22 TREE #23 TREE#24 TREE#25 TREE #26 TREE #27 TREE#28 TREE #29 TREE #30 TREE #31 TREE#32 TREE#33 TREE#34 TREE#35 TREE#36 TREE#37 TREE#38 TREE#39 TREE #40 TREE #41 TREE#42 TREE#43 TREE #44 TREE#45 TREE#46 TREE#47 TREE#48 TREE#49 TREE #50 TREE #51 TREE #52 TREE #53 TREE#54 TREE #55 TREE #56 TREE #57 TREE #58 TREE #59 TREE #60 36" SPRUCE RETAIN TREE #61 8" ALDER 18" DECIDUOUS REMOVE TREE#62 14" ALDER 20" DECIDUOUS REMOVE TREE#63 22" CEDAR 18" DECIDUOUS REMOVE TREE#64 22" DOUGLAS FIR 10" DECIDUOUS REMOVE TREE#65 12" BIG LEAF MAPLE 24" DOUGLAS FIR REMOVE TREE#66 20" BIG LEAF MAPLE 26 11 DOUGLAS FIR REMOVE TREE #67 20" BIG LEAF MAPLE 20" DOUGLAS FIR REMOVE TREE#68 12" BIG LEAF MAPLE 9" BIG LEAF MAPLE REMOVE TREE#69 26" DOUGLAS FIR 20" DOUGLAS FIR REMOVE TREE#70 10" BIG LEAF MAPLE 24" DOUGLAS FIR REMOVE TREE #71 22" DOUGLAS FIR 10" DOUGLAS FIR REMOVE TREE#72 30" CEDAR 16 11 BIG LEAF MAPLE RETAIN TREE#73 36" DOUGLAS FIR 20" BIG LEAF MAPLE RETAIN TREE#74 12" ALDER 6" CEDAR RETAIN TREE#75 8" ALDER 8"CEDAR RETAIN TREE#76 8" ALDER 8" ALDER RETAIN TREE#77 12 11 ALDER BIG LEAF MAPLE RETAIN TREE#78 10" ALDER 24" BIG LEAF MAPLE RETAIN TREE#79 8" ALDER 10" BIG LEAF MAPLE RETAIN TREE#8o 6" ALDER 8" BIG LEAF MAPLE RETAIN TREE #81 8"ALDER 8" CEDAR RETAIN TREE #82 8" ALDER 18" BIG LEAF MAPLE RETAIN TREE #83 6" ALDER 26" CEDAR RETAIN TREE #84 8" ALDER 10" CEDAR RETAIN TREE #85 8" ALDER 8" BIG LEAF MAPLE RETAIN TREE #86 12" ALDER 22" BIG LEAF MAPLE RETAIN TREE#87 14" ALDER 14" BIG LEAF MAPLE RETAIN TREE #88 6"ALDER 2611 CEDAR RETAIN TREE#89 12" BIG LEAF MAPLE 26"CEDAR RETAIN TREE #90 14" ALDER 30" CEDAR RETAIN TREE #91 16" BIG LEAF MAPLE 22" DOUGLAS FIR RETAIN TREE #92 BIG LEAF MAPLE 20" ALDER REMOVE TREE #93 46" DOUGLAS FIR 12" ALDER REMOVE TREE #94 12" DOUGLAS FIR 14" ALDER REMOVE TREE #95 32" DOUGLAS FIR 18" ALDER REMOVE .. TREE #96 8" ALDER 22" ALDER REMOVE TREE #97 16" ALDER 48" BIG LEAF MAPLE REMOVE TREE #98 8" ALDER 44" BIG LEAF MAPLE REMOVE TREE #99 24" DOUGLAS FIR 42" BIG LEAF MAPLE REMOVE TREE #100 60" BIG LEAF MAPLE 20" ALDER REMOVE TREE #101 10" BIG LEAF MAPLE 30·• ALDER REMOVE TREE #102 30" DOUGLAS FIR 20" ALDER REMOVE TREE #103 36" DOUGLAS FIR:, 20" ALDER REMOVE TREE #104 12" BIG LEAF MAPLE 16" ALDER REMOVE TREE #105 24" BIG LEAF MAPLE ··' 18" ALDER REMOVE TREE #106 24" BIG LEAF MAPLE 16" ALDER REMOVE TREE #107 18 11 BIG LEAF MAPLE 26" ALDER REMOVE TREE #108 18" BIG LEAF MAPLE 12" ALDER REMOVE TREE #109 20" BIG LEAF MAPLE 10" ALDER REMOVE TREE #110 12" DOUGLAS FIR 8" ALDER REMOVE TREE #111 18" DOUGLAS FIR 8" ALDER REMOVE TREE #112 12" DOUGLAS FIR 10" ALDER REMOVE TREE #113 20" BIG LEAF MAPLE 6 11 ALDER REMOVE TREE #114 12" DOUGLAS FIR 20" ALDER REMOVE TREE #115 14" DOUGLAS FIR 8" ALDER RETAIN TREE #116 14" BIG LEAF MAPLE 6" ALDER RETAIN TREE #117 16" DOUGLAS FIR 14" ALDER REMOVE TREE #118 30" CEDAR 10" ALDER RETAIN TREE #119 12" BIG LEAF MAPLE 10" ALDER RETAIN TREE #120 16" DOUGLAS FIR TREES ON SITE: 190 EXCLUDED TREES: 45 TREES TO BE CALCULATED: 145 TREES REQUIRED TO BE: 163 x 0.3 = 44 RETAINED IN THE R-8 ZONE NUMBER OF TREES PROPOSED: 24 FOR RETENTION PER RMC 4-4-130(1)(e)(i), WHEN THE REQUIRED NUMBER OF PROTECTED TREES CANNOT BE RETAINED, NEW TREES, WITH A 2" CALIPER OR GREATER, SHALL BE PLANTED. THE REPLACMENET RATE SHALL BE TWELVE CALIPER INCHES OF NEW TREES TO REPLACE EACH PROTECTED TREE REMOVED. NUMBER OF TREES IN SHORTFALL OF RETENTION REQUIREMENT: 20 NUMBER OF NEW REPLACEMENT 2 11 CALIPER TREES REQUIRED TO SATISFY SHORTFALL: 120 REPLACEMENT TREES REQ'D: 120 TREE #121 20 11 BIG LEAF MAPLE TREE #122 18" CEDAR TREE #123 12 11 DECIDUOUS TREE #124 18" ALDER TREE #125 14" ALDER TREE #126 12" CEDAR TREE #127 46 11 BIG LEAF MAPLE TREE #128 60" BIG LEAF MAPLE TREE #129 44" BIG LEAF MAPLE TREE #130 12 11 ALDER TREE #131 18" ALDER TREE #132 DECIDUOUS TREE #133 30" DOUGLAS FIR TREE #134 6" ALDER TREE #135 26 11 DOUGLAS FIR TREE #136 8 11 BIG LEAF MAPLE TREE #137 8" BIG LEAF MAPLE TREE #138 12" ALDER TREE #139 14" ALDER TREE #140 6" ALDER TREE #141 6" ALDER TREE #142 8" ALDER TREE #143 38" BIG LEAF MAPLE TREE #144 20" COTTONWOOD TREE #145 20" COTTONWOOD TREE #146 8" BIG LEAF MAPLE TREE #147 14" BIG LEAF MAPLE TREE #148 12" BIG LEAF MAPLE TREE #149 20" BIG LEAF MAPLE TREE #150 20" BIG LEAF MAPLE TREE #151 20" BIG LEAF MAPLE TREE #152 24" DOUGLAS FIR TREE #153 10" BIG LEAF MAPLE TREE #154 10" BIG LEAF MAPLE TREE #155 20" BIG LEAF MAPLE TREE #156 20" CEDAR TREE #157 18 11 BIG LEAF MAPLE TREE #158 2211 BIG LEAF MAPLE TREE #159 10" DECIDUOUS TREE #160 6" ALDER '.i'REE #161 16" BIG LEAF MAPLE TREE #162 6 11 COTI'ONWOOD . j,) TREh #163 12" COTTONWOOD .. ,,..'},1,'l'<l>TRE;I<: .#!8:l 10'' .CO'lvfONWOOD , ... ,. . TREE #165 .10" COTTONWOOD -· -·-•0 TREJ:<: #166 2411 BIG LEAF MAPLE TREE #167 6" DECIDUOUS TREE #168 6" DECIDUOUS TREE #169 22" DOUGLAS FIR TREE #170 8 11 DOUGLAS FIR TREE #171 14" DOUGLAS FIR TREE #172 8" DECIDUOUS TREE #173 6 11 COTfONWOOD TREE #174 6" COTIONWOOD TREE #175 6 11 COTIONWOOD TREE #176 12 11 DECIDUOUS TREE #177 10 11 DECIDUOUS TREE #178 10 11 DECIDUOUS TREE #179 8 11 DECIDUOUS TREE #180 8 11 DECIDUOUS TREE #181 34" COTTONWOOD TREE #182 12" COTIONWOOD TREE #183 8 11 DECIDUOUS TREE #184 20" BIG LEAF MAPLE TREE #185 6 11 DECIDUOUS TREE #186 8" DECIDUOUS TREE #187 2411 DOUGLAS FIR TREE #188 20" DOUGLAS FIR TREE #189 14" DECIDUOUS REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE __,,~.._ REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE OFFSITE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE CHECKED FOR COMPLIANCE TO CITY STANDARDS EB 0 50 100 150 NORTH SCALE 1"=50'-o" SHEET SIZE 22"x34" IJ) c..n i (_f) C- Z w, -s, ~' 0 u ~ ~ i:=: (/) w w - z ts>>0 ,,-· 2 2 r:r: , _ _) ;f-0 0 ,:.:,_j -:~uu.~, (J) IU::: - C) >-->--. -> (/) I-I-w W l_.1:_J c-5 (j ;;::::! LJ _L er:: er::: er::..: w w - CL CL ~ 0c" ,n -.,;I--~.t-~.t- w ~ ~ ~ I-[CJ s.;f-C) <C N c~ '0 ;O C) ~ ~-...j 0 ~lc'-J r-;i_ z ' ~ . .... ~-- ~ ~ +" .... '5 i:.t C'= ~ • ~ ~ ~ [IJ "O ~ = C'= - t • ~ ~ ~ ~ ~ ~ ~ ~ 0 l, M 0 'T QO (11 (11 -1:, i:: '° 0 'T 'Eli ,b i:: ~ s :a 'T 0 "' ~ "' Ol i:: lli ~i [;< "' ~ 'IJ ..... ..... ,e ·s: a i:: = ;a O ~ 0 ~ ~ .......... o ·a.~ ;:; g ~ ~ 0 I i:: ,Q Ol @ '"' i:i:: ,Q ~ o ·1 I'-;,. ... ~ .al 'J:: z : M :;::l iz s ~ ~ 1---~------- llfSC~IER: ORA" 1.1,C ~Y: DATE: SCALE JMV JMV 8-12-14 AS SHOWN L-1 Sfl[[T 26 OF 39