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TTL pe | | WY ST. 1 \ od ee a : 5 34 ws a Jaa a Bt rr 8 10 Il l2 4 ie \ OL &* S2 ot e cm e , 3 Ea r r p e =~ = SL | eo els 1.12 Ac. | 0.30Ac. nis 0.44 Ac 2 SBas a 146.02 9} @ 603 8] iso Fa J sro om exert ge tuel 99 6003 | 6004 6728 nt 0) Y66 * 52 | 53.) 54 55 90 ie iS 300.21 UNION 670 CONDOMINIUM WY \e,44 3, * y T GH*Y & 027i 6 4 fr) —~ GI I9STTAR x OF 3} 62 | 6 | o 9 60.04 g & i} TA C O M A A V E . N . E . & w ° 0 2 £26]23 § 15.28 “TOY. Xd) 24 - Bi 25 103.8) “6 26 23 8 27 (2,60 28 5 (8 85 20 0 32 8 . 1 0 -+-- ST 8 4 § ’ [aroun ed ‘FOREST (G & “1a CONDO. Jue! jacares ag ‘4, -- - - - - + — - - — - - NN 76 Ac TL 49 THELMA McCANN pe | hf ROY | DANIELSON 7.6.52 68 . 6 0 7 m}| JERRY C.Y. WJ 02 6 . 5 0 62 6 . 1 9 | PRES. PARK P.B.P & L. CO.) ee ee N nN ~ oe id . | 3.90 Ac. r 1 93 se 4 ° 0.86 Ac T..197 2 SERVICE N N ~ ~ is ) >) -— ~ - — — - 2 6 4 / / - — - — LON SAFE it ba 214.43 @) Seb. AVENUE : WAY — Se re 239 55 ST. 309 39 32 9 . 0 1 32 8 . 5 1 32 8 7 0 - 4.58 DU V A L L se y . u i t IZ Ac . 5 2 7 . 22 1 . 1 9 22 8 . 3 4s “es £2 SEMEN or 0.25 Ac 62 80 J << io mm o Ss Niel? STSLLITZ, cs, .¥e wanna OW as 2 15 ae noite *N E- v 7 Tel ee A ST See ’ v . lay accaxs 23358 asaer- ) 323.03) VE . oe LI N E 32 7 . 1 9 © P= re | 2 ll z m go sl s 8 SU P P L Y SI D E EA S T aw es a. te TE 8 = A 2. ye JI A L I A R L \ iN : ! “8 olp, (ek | : ne) le : | 330,96 i * i. P_.. ATUL. , v Pk. | Bi [) 76 ~~ S r m 3 MIS FIRST INV dO, bs 3 8 ii | B3 AC AUTO JAHN WINGS 0,38 TLS! G ¥ | 2.2BA PPR! ~\ | , yams, [0.378 cS - ae w ee A ‘4 itr AT d 5. Y. COMPANY z i] Ww 558 82 8 | Ppt RAS a p vv : 4 g8 ae I a 8 ent a a a 3 | i 8 | | | _ SOUTHCO co .) } ood aoe CARL WM SMITH rk.24 O l | ae ee O H Ka -_ +4 me — urine Ener 6 pe. vAre eiaa g |! TIT i! 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Be7" | <J YI --ESs af em ee ee t 2 H x “V a Semele SS as ow « 4\ H N or Q s\\ | ee “7 ‘1 xn ¢ \ \ Vi 3\ \ VW \N ! tl Tr ee er, eee "I rurs | ~—- —— ~ DIS,8- ~~ 068 | WW 120 2u.95 | |! iH wf 2 0.86 Ac. 1 ! § bat ha ve) i} ly 8 ow | inl ore ro} TE | ia wn, | >. 11.58 ue | =, 120 é | i! a. 405.80 | z s ; | “SR, & 0.90 Ac! i \ | fF “Sy 1 “AA f | ! x i) . 8 N i! XN \ N ! XN I NN i! * TL.60 406.0 | I - \ 186. 93,50 <0 \ ' 26.93Ac, “ia % 40 29Ac. Hy | 70,65 “ OS52Ac. | *on@Ac| Ac 122 52 ie LY T 7326.53 ~ re 64 5\e-—I4F —#f) e tt , i : wt 'y tl ‘y i! | yy ! \\ . iH \\ , \N ty \\ \t | \ \\ he \ + \ ' i 1 ' 4 " w I Vy | z it ; at S a. ‘7 MARTINS 133 ee | (323,22) 30] 60 ay | © f Es mal Va "i ¥ w m ey oe F] j2O03 «| pa |" ; ES ES é. § " | a | 6 2: iv") un | aa - =a H (3) aOR ° 60 = Y bef SP. 084-83 5 2 a eT S bet] 70 86 ma Tate Bans 9 Ail C"lH Ne re herae 30 wy (iM « | ST. eo” To ge 56 % 49 5 48 tal, yo-]. Ae BE oo @¥ oh. ® SH, 15— ‘A. 5 (o) 5 ) z 546 = 2 a x = 26 3 5 8 Oo rw] 8 ~~ SP 1079069 4 g& 13 2 L HN I . I F E 32 9 4 3 4 B t 32 6 . 9 9 T3 3 4 4 U. , , “§.P 676075 4s 190 33 0 . 0 5 a Ig EM E R T O N P 56 3 5 Ts & Es x7 ie, ra . 7T ® An | 2305 56 ge 8 ! a | . o NSE lpia! _ lof H Zw ols eg w | a Lee ar ole ! 4 IMS) 215 2 S| AzwelZ]o ® =| ° lg j ~e == Zz | wn 1,33 y-2-3-- fe ele = a) (63) (a) yoo aa” | 100” | $0 Co Near” 323821 “ 303 52! Tupeotecs: ne (1S Ac. ; g 303.674 co S- ; k50 AT essen LIMIT __sos.u1! ; SP 678160 Ir 5 W 2 a ts 3 Is ° Jct am eu weet 324.132 i Pa ae’ TR x ; a oe ey (3) | oO: 3| l (1) (4) H 213) 1 | SP 179143 & +3 2N0-ST+ $19.4) 3 0.6 310 2.64 Ac ZN ’ r 5) Ac. o es, (O38 ¢ 32 9 . 4 4 SS -_ 18.83 & ta) i 4Rw.. - Siam Re Vy Be W @ Ae] \e 129.84 RR Care, *e Wes ed @ - 2 we ee cess 10 sé S. 39 *"IS6TH” ST. S153 y 2 £0.50 Ac. 4 ' 3 2) $ g { 150 @ son 23 sane @ 1279.56 Pz | |. 624.85 72 ee | | 4 67 ° a w ly wo a " & @ & 75 ° ‘ ~ “b > 60) 4 70 91 607.65 4 | 2\)>0 _ 594.97 (624.99) _ Og 2 S:E. 124TH ST. 2 > 30 B47 30 60 30 8147 | 390 30 cli le bs es! Sule a 8&8 3 eles J 23 1 $4is5 8 2 8] 1 Shui Siu 8746 87 . 459 Ac. 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FE 9 Ne =}, Sd 109 : + 2 13 8 mn GC) ¢ ai a 23 é 627.042, —O™” — a 3 [oe] 400.55 3 C:) ed a 8 C ® fe é ( o 9 ©27.653, Van WE cecmness WE wo WF ermine VON nO emcees WE om Wie | iw) ep oe d |S.P 882065 8 a © “ S (1) 3 i (3! 1] 206 b | 7 ; (2) a ; | . Py eee ' __ i / | 225 @ —— - a ) . 4 (4) 205 3 ws: a 330 5 9) | a 207 4 1.50 Ac. 330 @) 65817 2 :; ae L 608.875 - a ) 4.32 Ac. 609.478 2] = 3 2.30 Ac. (9) 609.119 i : 4 . << ” pam. 35 2962 Ac. r: ® | 610.08 4 461 Ac. i Neighborhood Detail Map Ribera Short Plat 1” = 200° DEVELOPMENT PLANNIN FEB 05 1999 17 a "> 660.81 © RECEIVe l oO RADIO TRANSMITTER Nl e i ach 130? 47 SHP-9 9-0/2. Maplewooc harhnaoaad CITY FILE #LUA99—O1e2 [_) 9 RIBERA SHORT PLAT 1998. “LARSON 22338" GI u0 t 3 2 a S $0 p/ F 3S a m M u z J O U ay } 40 2/ } UZ J O U aU u y 40 BU T T YB N O S . . . ® .8 E E Z e 2 SI . Pa d w e y s -S O ' O L E de d ) pu e se g a u ya s € 30 7 30 uw a u y o s Aj y u a d o u d ys e a y no s 40 N. Z ° b pu e M. y ' h ad u a j @u T M pa q u e g 40 pu a Yy y } N O S = Monument found as noted. Visited March 24 = #4 rebar with red plastic cap stamped ‘S 9 ° L P 9 3. 9 7 . 6 0 . 88 5 SO °47' 46"W 250.24' : ‘UnnaAkai nee Stave! Oris LJ see sheet 3 of 4 = © z ‘L d ‘O S GE E ‘T S j S3 Y y 9 V 80 r ' T ea od zs in iD 1G q F & LO T é 4 gt s OS w (a ) tl A do u d 2 4 oe *J e e a yo ML O ’ a5 u a y (a w 3J t m M Pp a q u e q 30 Pu a YI J O N ° * Ja U U N D Z et 3H 20 8 . 8 oD 30 J3 U J O 2 MN ‘A , ‘ fa l ‘y a u s o s fi . [8 ] is ) ° ‘ = a0 n c t 35 2 ° oM a b o s k .9 0 ° O F E 3. 6 0 . € 0 . ag g | Eq | Mi L * T | a .0 € Yo ) | — u0 T 3 2 a S 40 v/ F qe e i o y d o s | | 8u } 40 v/ F 3S a M y z J O U 3u 3 M. 8 ° 0 . 30 P/ F 3S @ a y z J O U ay 40 | ©) 2/ t 38 8 M ay u z 40 au t l T 4s e 3 l is : We | AN s | _ ™~ . x — . —4 © ee 40 9. S ' 0 ga u c s | Ss ) in 89 u a j SU T I M Pp a q u e g { — . ! [a 8) Fa d = o | uu | im x @ | = c | S ‘L 4 d “O S 9E S ‘O E T fx , z ; Ql a s n o y 3 n o S3 0 0 V L6 6 ' ¢ 2 | . © 8 3 : 2 LO T i = v Cu + Cl as n o y 3 n o | w ~ ‘y pu e ‘€ ‘2 ' s $3 0 7 | uu — JO J S} U a W w a s e a oo io pu e SS a J 6 a ‘s s a v 6 u r .O € — = a | x Z, | ca | a ey fa t a pa a o w 3 a s aq OL 88 ) 8 8b os BS L e HS %a g P o A Ga S e Su d s S5 1 2 Se | Oo 'Z , Pp a u s 40 ap t s se g rh ve 8S N O H po o 'Z , fe As 0 4 S su g — e r { " | it e fo ) [ — fx , | fe O | 9 > | cm Wy | <n OD ) ° | .0 € .B E E Z 2 S7 1 . pa d w e 3 s : sT o y u e w au o y u d a t a y , | de s pu e Je g a u ag + "Q U T UI J O N 40 S. E "5 l Da pe ee e Jo y s u e au t m An g ee y1 e u d s e 7 ~~ Ti n a wi e t— — — ~ x9 .9 14 . ‘s e n . 369.00" a e 1S 3 M SN I M O 1 3 6S ' G Z E TS N N V H D Y3 L N 3 9 4S S M 3 LS V 3 SI 9N O D .8 F y6 ° t 0 O r Wi d ST O H N V Y W HS A M 3 S a9 e y u N s 3e Yd u N d uz y t M IS t p ss e u y q .€ pu N o Y 'W ' M °° 3 G ‘B u y ‘" N E ? ‘O M L ‘9 8 S Ya u U U O D ya zZ V e E N D YZ U O N at o d yw e m o g ‘G t M TE ‘ P Z E 3I NO D wr e > 3 62 ° p l e € JI ON O D ur e SO H N V W HS M A S H 9& °6 8 E WI ST O H N Y N H3 M 3 S [ VO L U M E / P A G E NW Retail Partners Suite 3012 98101 T23N, ROE, WM ’ WA Tim O'Kane, 600 University St.., Seattle, KING COUNTY, WASHINGTON SHEET 2 OF 4 SHP-99-0/5. Mr. NW-NW 15 SURVEY FOR INDEX DATA: 3 @ In S Woods y (253) 661-1901 CHECKED BY: 4490 SP DRAWING NAME: Surve = Pointe 33639 9th Avenue South b Centre Federal Way, WA. 98003 DATE, Feb. SHE 4" = 40° a 80 40 [ VO L U M E / P A G E © < & 2 “” = ra Sg = o a ae © tu |e -| £8 C5 @S H B H L O AG AI S N O I A S Y d O3 L V I 0 7 my } o% =< } "h B A U N S SI H L ON N O J LO N _o |& @ JT O H N V W HA M 3 S ae ne oo —— s a oO = 3 | Bl e ; -| go oO , 09 ° LE E on e " is s ao u a s Po o M = zi e is = g cD = :o = 2 a OD 4 .B E E Z 2 Z SI . pe d w e y s a wo oO ~ rS de > pu e ve q e u 33 s ct - O ] 54 8 ye s c s 1 pa d w e 3 s io | vo s | 2 Il 8 Je q g a u .p pu n o y en n - Cz a) oO w Ee ro ) © an < = ma c he GC ) a . az | r ? e s Cp ) é‘ > rx X— — ~ - a 2 u a } PO o m 0% C5 co w S za B S l e z o n | mS . 2) - : E = — Ne s e el s a Zi le = — c5 & 1° "L d (O S E€ v ‘S T I 2 (6 ~ 'Z , = a S3 a u o V v OS 9 ' ¢ e © ea —— = . — 3 i oo io vy LO I ds | wT . 83 | : Oo w Qa - <— Ht SH I H L O AG AI S N O I A S H d O3 1 V ¥ 2 0 7 ge OQ ) o a Od C5 —— < ‘ "A S A U N S SI H L GN N O A LO N G} uo t z 2 a g eS ! =| Sl o l o Z, a ST I O H N V A GS M S 30 P/ F 38 a M y z J O U ay } 40 & -8 ° zi ] on | o Od ; p/ t YS a M U 3 J O U 84 U 3 40 P/ F a So l zi s re , |e } S3 M U z J O U BY U } 40 SU T [ 3S 9 M at a o le s <— & — 0 Pd 2 . oe N =] = a“ ‘ ou = : 7 6u r p t i n g 83 @ ; s le — CA sp u e t j z a m pa b b e r l 3 Ss fe ) ) jo a6 p a 3s e 3 Dy re ) D + : a= al oe sP S y TO M 33 9 J I U 0 D r= A. |. . oO 1 ; O = VD ) 4 cj = | * s aN 2r ° 2 6 € 31 dA d 8 EC ) o| -l u Es Hs 12 ° 6 6 Wi d =| o 3 QU V O N V L S - NI S V @ HO L V O vl el s — a + .0 0 ° € S 2 3. 6 0 . € 0 \ 8s on | 3 [- = ) I —_ Ca t a si i e i a d s QI N PA P N I A X S V4 z es a4 [— , O y/ 9 5 5 56 0 9 8 qJ 8 A I N I DA d « 7 sé . - : /¥ 8 8 0 9 2 6 0 S 8 ON ° 33 8 qu n d pa p n u z x a 14 a jo |” '@ ) > —_ — t —— = — E — — } u a w a s e a ya m e s Gi t fr ee av , 96 ” #y a u a u 0 2 a6 p 3 N bZ ° 9 8 € 3I dO . < > nm & ve 98 ‘r e e WI d |B ei a J1 L v u 9 ] dV I N D W I D - JT O H N V W WH O L S |. o E o = 2 —— NY © G = nw Or , : = Z, Oo x py ~ ‘Z e OD ) =f SG 6p ) BE a = M4 oa u s v Er e 8 20 : 8 8 3 3 St : N TE ' B L E BI DA d .G t : <— Ly a S$ GI ‘ @ Z € 3I JA d St oa a u e yh << y8 ° T 6 E MO T S H 3 A 0 ca , €8 ° 6 8 € Wi d ve S6 E WI = 3O H N V W H3 M 3 S . 9 YV I N O W I D - JT O H N V W WH O L S a t LO T © ee ~ ya o n e 4 .; ~ : al oO 7 a2 N e 4p e D = * wy ) xa d u a y BU O T I A D = ~ : = qu n d pa p n u 3 x a 14 S T 2 aa u a y au o p a h g ' X ‘ : @ — a ° ° : e oo n ol 3 ; = e| 3} . [x ] © : Pd 3N 69 ' 6 8 E JI dW O .8 = oO tZ ‘ y 6 e WI Y ol e St fe 6 e ve n JU B A T N D dW D .8 P , > OU V O N V I S - NI S V @ HO L V 9 | Zz , Be oY f [o ) <, oc s v o@ =O , | | TL [x ] 8 OF —— s ] ©) > 4 MS ON N O J LO N 3I dW O .8 ( f ) mn Ti e = 3S ve “F B 31 dW ) .9 7 bE ee MN Z2 ° 6 8 € 3I dN .8 7 « 3 gO SE E 3! 33 2 Vs . 5 2 « 7 je ) Av e a 4 TZ ° € 6 € WI = qu a s e e | <— EH — ST O H N Y N WH O L S ar o u a t y © Z, Bl O d wa m M o g ® aa Z \ ca rf (a a E i) 3 90 ° 6 Z E 3I Ad .2 t S 3u N ¢ V 3 N OL 37 @ V N N _ M O 1 3 U 3 A 0 re , 3N / N 25 ° 8 Z € 3I JA d .S T S$ y6 ' ° S 8 E 3I dW O .c t as e q v/ M — .0 € §$ 09 ° 8 Z E 3I JA d .S t MN 22 ' S 8 E 3I GN D v2 qU B T T Pu e A (@ ) re e s e WI BE c6 E WI ‘a m ae > JI O H N V W H3 M 3 S JO H N Y W WH O L S E- YJ B A T N D 4 rs 83 8 U 2 U 0 ) 20 4 =x oO uB t uB r @ 98 € 31 dN O «v 2 90 ° 0 6 E WI sa l : Sf S T O H N V W WH O L S .Q E E Z Z SI . pa d w e z s TI A N 33 3 U 5 U 0 3 9. 2 | de d pu e ve g a 3a S eJ Oh § qu n d Fe n w e o t y w a n .9 V4 es i Rr e n Si r Oe c e t VO C E yL E 31 QN O D .V e wi s e sp a s e o u r 3 62 ° y Z E € 3I _ I N O D .v e ‘a y a u a u 0 3 ut ut d ss e u q pu n o 4 ge °6 8 E Wi d “W M ‘° a G ‘6 u y “" N E @ ‘G M L ir SI O H N Y W HS M 3 a S SO H N W W U3 M 3 S E q . (t 1 o } U A a y ) }P 9 T Y S Uy yS e 9 T } I 0 (0 9 Bu t y ) je a n g Te e l Is e a u y n o g 3 oF ee e Ft SA R JT O H N V W WH O L S — — — _ @ » ‘S E ‘3 8 S JY a u J O D YS 3 I M U Y J O N SHE GG-O7Z RIBERA SHORT PLAT, CITY FILE #LUA99—Ole a A PORTION OF THE NW 1/4 OF THE NW 1/4 SEC. 15, TWP. 23N., RNG. 5E., W.M. CITY OF RENTON, DEDICATION: KING COUNTY, ACKNOWLEDGEMENT: WASHINGTON NOTES: KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned State of Washington ) 4) The monument control shown for this site was accomplished owners of interest in the land hereby short subdivided, )SS by field traverse utilizing a one (1) second theodolite hereby declare this short plat to be the graphic County of _) with integral electronic distance measuring meter representation of the short subdivision made hereby, and do , (Geodimeter 600) and Real Time Kinematic (RTK) Global hereby dedicate to the use of the public forever all streets This is to certify that on this __.___s ayy:soo if Positioning System (GPS). Linear and angular closure of and avenues not shown as private hereon and dedicate the use . , 1999, before me, the undersigned, a notary the traverses meet the standards of WAC 332-130-090. thereof for all public purposes not inconsistent with the public, personally appeared use thereof for public highway purposes. and also the right , to me known to 2) This survey represents physical improvement conditions as to make all necessary slopes for cuts and fills upon the be the person(s) who executed the foregoing dedication and they existed April 03, 1998, the date of this field lots shown thereon in the original reasonable grading of acknowledged to me that Signed the same as survey. Said streets and avenues, and further dedicate to the use of free and voluntary act and deed for the uses and purposes the public all the easements and tracts shown on this short therein mentioned. 3) Utilities other than those shown may exist on this site. plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified Witness my hand and official seal the day and year first above written. Only those which are visible or having visible evidence of their installation are shown hereon. City of Renton has no responsibility to build improve, maintain of otherwise service the private roads contained within of providing service to the property described in this short plat. on this short plat as being dedicated or conveyed to a 4) person or entity other than the public, in which case we do hereby dedicate such streets, easements. or tracts to the person or entity identified and for the purpose stated. Dimensions shown hereon are measured perpendicular to Further, the undersigned owners of the land hereby property lines. short 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 City of 6) Renton, its successors and assigns which may be occasioned by the establishment, construction, or maintenance of roads and/or drainage systems within this short subdivision other State of Washington than claims resulting from inadequate maintenance by City of )ss has been attempted. . Coun f . ; ; 5 ; ; Renton aAEY © ) 7) This site is subject to rights for slopes for cuts or fills This is to certify that on this day of as per instruments filed under Recording No. ‘s 5813072 short subdivided agree for themselves, their heirs and 4999, before me, the Undersigned. a notary and 5823627 and by Superior Court Cause No. 632233. assigns to indemnify and hold City of Renton, its successors public, personally appeared and assigns, harmless from any damage, including any costs , to me known to of defense, claimed by persons within or without this short be the person(s) who executed the foregoing dedication and subdivision to have been caused by alterations of the ground acknowledged to me that Signed the same as surface, vegetation, drainage. or surface or sub-surface free and voluntary act and deed for the uses and purposes water flows within this short subdivision or by therein mentioned. establishment, construction or maintenance of the roads within this short subdivision. Provided, this waiver and indemnification shall not be construed as releasing King County, its successors or assigns, from liability for damages. including the cost of defense, resulting in whole or in part from the negligence of City of Renton, its successors, or assigns. Notary Public in and for the State of 5) Washington, residing at ‘ Full reliance for legal descriptions and recorded easements have been placed on the title report from Comonwealth Land Title Insurance Co. Commitment order No. ) H779539, dated November 23, 1998. No additional research Further, the undersigned owners of the land hereby ORIGINAL DESCRIPTION: The East 1/2 of the Northwest 1/4 of the Northwest 1/4 of the Northwest 1/4 in Section 15, Township 23 North, Range 5 East, W.M., in King County, Washington; Witness my hand and official seal the day and year first above written. Except portion thereof conveyed to King County for Southeast 428th Street, under King County Recording No. 5813072: Notary Public in and for the State of Washington, residing at Tnis subdivision, dedication, waiver of Claims and agreement to hold harmless is made with the free consent and in accordance with the desires of said owners. And except a11 coal and minerals and the right to explore for and mine the same as excluded in deed recorded under Auditor's File No. 3012446; IN WITNESS WHEREOF we set our hands and seals. (Also known as Tract 2 of Martin's Acre Tracts, unrecorded) APPROVALS: DEPARTMENT OF PLANNING, BUILDING AND PUBLIC WORKS: Examined and epproveeg day of D.. 4 Together with the following: The West 4/2 of the Northeast 1/4 of the Northwest 1/4 of ee Noe eat 4/4 of Section 15, Township 23 North, Range as .M.; Except the North 30 feet thereof: Situate in the City of Renton, County of King, State of Washington. Administrator of Planning, Building and Public Works And except portion condemned in King County Superior Court KING COUNTY DEPARTMENT OF ASSESSMENTS: Cause No. 632233, for street: Examined and approved this day of A.D.. 41999. And except the North 412 feet thereof conveyed to King County for Southeast 128th Street by deed recorded December 16, 1964 under Recording No. 5823627: Except all coal and minerals and the right to explore for and mine the same, as excluded by deed recorded under King County Recording No. 4192430; King County Assessor (Also known as a portion of Tract 3, Martin's Acre Tracts, Deputy Assessor unrecorded): Account Number 322404-9051-09 Situate in the City of Renton, County of King, State of Washington. 3% =e INDEX DATA? Se * NW-NW 15, T23N, R5E, WM ee tl ai DATE: Feb. 10, 1999 |? % 4499 DRAWING NAME 4 490 Sp KING COUNTY, WASHINGTON SHEET 1 OF 4 SHP-99-O072_ : 33639 9th A South RECORDING CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: ) Centre Fee tor wn scan, . N ° (253) 661-1901 SURVEY FOR: Recording No. This Short Plat tl t de b N ; ; ; evan fa eee eis Say: OF 4909 at _: or under my direction in conformance with the requirenents \ in — Pointe Mr. Tim O'Kane, NW Retail Partners 5. inn Gok - at pone at the esuest of of the appropriate State and County Statute and Ordinance , e 600 University St., Suite 3012 rae E. Larson. pe rebroary, 22 j q Surveying Seattle, WA 981014 Z j G Norman —. Larson S Manager Superintendent of Records Certificate No. 22338 SCALE: DNA wanager Sper intendentof Records) (marti fica No 20 ey [ FO V d / A N N T O A | Northwest c Sec. 15, Twp. se Found incesed. Southeast 128th Street A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23N., RNG. 5E.,W.M. WASHINGTON TOPOGRAPHIC SURVEY CITY OF RENTON, (King Co.) Northeast 4th Street (Renton) oe. SES Uae ee: FL © vertice) cure 6 eutttremcue ni om Mydrant® Vers ligm w/a” West line of the northwest ————— 1/4 of the northwest 1/4 of the northwest 1/4 of Section 15 EK dh nto ag ragga - ff 83. 45 oF —_ aS / v 50 °4 7 ' 4 6 " W 36 9 . 0 0 ' £ ~s Pay meas veg: ep }. “3 wr oes a es re Soe : a Nn ) ge \ TK LOT 1 \ . | ah a 253.00° / / ? fea, / d F bus teing ] Fen ie J Ls a ee | Ri b e r e Be l k o En t e r p r i s e s Lt . \ 15° sewer easement —\——* Rec. No.8509260881/ 8609111674 a \ “vy KING COUNTY, North ter corner Sec. 15, Tw. 28, FAO. SE, WOM. Found 3° brass disc with puncn at surface. a Zz ane \ 2: ‘iad Ba \ \ \&r 7 fee | oe & “ee ot Me0°03"09-w 310.06" | i F 9 rie rw F Fir << rw Riders Belko Enterorises {* | \ Gh vu ] (oe =} oa 3 \ l | \ Nv sae pao, A bach NON rk ee South line of the north 1/2 of the northwest 1/4 of Section 15 East line of the west 1/2 of the northeast 1/4 of the northwest 1/4 of the oar cent 1/4 of Section 5 | TT tents yA sod Trey ‘al wa - UP ITAB SEAS: e is we Re «Sue et pia ’ s toy. yf = UNION «AVENUE © pesbaneee | iL — is we ecm Ou v a L L + ~ ACRE UNREC.¥4 Surveyors Notes: 1) 2) 3) The monument control shown for this site was accomplished by field traverse utilizing a one (1) second theodolite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular Closure of the traverses meet the standards of WAC 332-130-090. Utilities other than those shown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. This survey represents physical improvement conditions as they existed August 27, 1998, the date of this field survey. Basis of Bearing: Washington State Lambert Grid-North Zone as determined by GPS observation. Benchmark: Base: Railroad spike 1.0° up on south face of telephone pole 70'+/- north pf centerline of NE 4th St. and 300'+/- west of Unoin Ave. SE. Elevation: 405.88 feet. Vertical Datum: City of Renton. ee ee scale: 1° = 40’ Legend: s a O0 £ OD o | @ Wu DP , «“ Pg G @ w l h o o g m w ee @ e Monument found as noted. Visited June 06, 1996. #4 Rebar with red plastic cap Stamped “LARSON 22338" to be set. Sanitary sewer manhole. Sanitary sewer clean out. Storm manhole Catch basin Fire Hydrant. Water valve. Water meter Painted Gas line. Gas valve Gas meter Light standard Telephone manhole ~ Painted underground telephone Street sign Description: Nelghbornoed The East 1/2 of the Northwest 1/4 of the Northwest 1/4 of the Northwest 1/4 in Section 15. Township 23 North. Range S East. W.M.. in King County. Washington: Except portion thereof conveyed to King County for Southeast {e8th Street. under Auditor's File No. 5813072: And except all coal and minerals and the right to explore for mine the same as File No. 3012446: (Also known as Tract excluded in deed recorded under Auditor's 2 of Martin's Acre Tracts. unrecordeg) Situate in the City of Renton. County of King. State of Washington. Together with the following: The West 1/2 of the Northeast 1/4 of the Northwest 1/4 of the Northwest 1/4 of 5 East w.nM.: Section 15. Township 23 North. Range Except the North 30 feet thereof: And except portion condemned in King County Superior Court Cause No. 632233. for street: And except the North 12 feet thereof conveyed to King County for Southeast 128th Street by deed recorded December 16, 1964 under Recording No. 5823627: Except a1] coal and minerals and the right to explore for and mine the same, as excluded by deed recorded under King County Recording No. 192430: (Also known as a portion of Tract 3. Martin's Acre Tracts. unrecordeg): Situate in the City of Renton. County of King. State of Washington. Title Report Notes: 1, 4-7) Items covering taxes and assessments. No survey related items. 3) Item concerning title to the land. 8) Item confirming partnership agreement. 9) item concerning any matters against Aibera-Balko Enterprises Family Limited Partnership. 10) A 15° sewer easement to the City of Renton filed under Recording No. 8509260884 and modified by recording No. 8609111674. 11) Item concerning mineral rights to the property. 12-14) Slope easements for Northeast 4th Street filed under Recording No‘s 5813072, 632233, 5823627. 15-16) Items set forth by prior surveys. Ribera Short Plat City File # Diana Lee Ribera General Partner/Owner Ribera-Balko Enterprises Family Limited Partnership ° Ribera Short Plat ® Four lots P.O. Bex 68562 Seattle, WA 98168 December 23, 1998 e Zoning: CS (Center Suburban) * Site Area: +/- 400, 635.9 S.F. (9.2 Acres) ® Proposed Lots: ( Centre 2218 Pecitic Hwy south Federal Way, WA. 98003 e (253) 941-7522 ~— = Pointe DRAWN BY Main Lot 1: 2.14 Acres +/- 93,357.00 SF O Lot 2: 2.99 Acres +/- 130,563.17 SF 7 Lot 3: 1.42 Acres +/- 61,855.20 SF Oy, Lot 4: 2.69 Acres +/- 117,176.40 SF Or, SURVEY FOR: Mr. Tim O'Kane, NW Retail Partners 600 University St., Suite 3012 Seattle, WA 98101 KING COUNTY, WASHINGTON Bollard (9-93-99 | we ULILILEL LLL SSSSMp ri Guy pole. g | ” N j Mailbox \ | y AN N Signal box \ A Z Asphalt y q Vd y Z G TE Dec. 16, 1998 ~ Y a, CL L QQ AARADRRNMMIGJ{Jj{jGypps fF ih Wy cuatt aes SHEET 1 OF 1 RIBERA SHORT PLAT, CITY FILE #LUA99-012 A PORTION OF THE NW 1/4 OF THE NW 1/4 SEC. 15, TWP. 23N., RNG. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON North quarter corner Sec. 15, Rn 5€ W.M Northwest corner Sec. 45, Two. 23N.. Ang. SE.. W.M. Two. 23N., . 5E.. WM. Found brass pin in concrete, Found 3” brass disc with 9yf10 incased. punch at surface. 164153 . 323.22° ope - - -_ _ _ N88 °03'°09"wW 2585.74° Set rebar and cap 646. 44° ~ ~ = — .. - . . 1616.08' - 42 ° 42 ~ o ~ stamped “LS 22338" v a. vee‘ns-ne: oT aE Wee neo 03°09"W 646.54: a | 253.00" —— v| ° 310.06° a ee ee : et rebar and cap stamped “LS 22338" 30° 8 | : LOT 1 : = “ re v 30 ' Ingress. egress and : rT) utility easements for Pi _ lots 1,2,3 and 4. : Pe . 8 & LOT 2 g 2 a | @ : | : wo e =| 8 : 3 a | = | =| o | 5 ¥ z | 3 ° | ° 45° sewer easement | Rec. No.8509260881/——»=_ b=-4-— | . . 8609141674 30° | Basis of Bearing: nse, 450 at en see ve Washington State Lambert Grid-North See O87 253.00" . toa ectoaest 174 Gt tne i id- Zone aS determined by GPS observation. | Benchmark: Base: S86 °03°09"E 310.06: Railroad spike 1.0' up on south 4 face of telephone pole 70'+/- north of centerline of NE 4th _. St. and 300'+/- west of Union Avenue SE. ry Elevation: LOT 4 = 405.88 feet hi e s = Vertical Datum: a] i 5 LOT 3 : ~~ a _ ) 60 120 City of Renton. cet rebar, and cap SC ALE: stamped “LS 22338" e \ he. . 9 ? : 337.60 . 2 Set rebar and cap oxen an «| stamped “LS 22338" = 310.05' S88 °09'46"E 647.65" 1} South line of the north 1/2 of the northwest 1/4 of Section 15 33639 9th A South ) Centre 30 Me wene sone || NW-NW 15, T23N, R5E, WM ° (253) 661-1901 SURVEY FOR: = = Pointe Mr. Tim O'Kane, NW Retail Partners 600 University St., Suite 3042 '] Surveying Seattle, WA 98104 mn _K Main ik BFS Woods KING COUNTY, WASHINGTON DATE: Feb. 10, 1999 | 08 NO: 1490 SCALE: 4" - = DRAWING NAME: 4 4QQ SP . SHEET 4 OF 4 Lert : SHP-T9-O72 OV d / A N N T O A | RIBERA SHORT PLAT, CITY FILE #LUA99—Ole nls ee A PORTION OF THE NW 1/4 OF THE NW 1/4 SEC. 15, TWP. 23N., RNG. 5E., W.M. CITY OF RENTON, Northwest corner sacs Two. 23N.. Ang. SE.. W.M. Found brass pin in concrete, 9710 incased. sallioinia 323.225. °C) Set rebar and cap stamped “LS 22338" Basis of Bearing: Washington State Lambert Grid-North Zone aS determined by GPS observation. Benchmark: Base: Railroad spike 1.0° up on south face of telephone pole 70'+/- north of centerline of NE 4th St. and 300'+/- west of Union Avenue SE. Elevation: 405.88 feet Vertical Datum: City of Renton. Set rebar and cap stamped “LS 22338" SO °5 4 ' 12 " W 66 1 . 8 7 ° 45° sewer easement Rec. No.850 6609111674 KING COUNTY, 926088 1 /——_>> “09H NO °4 7 ' 4 6 ° E 42 1 . 0 9 ' 16. 44° WASHINGTON ~———— 30' Ingress. egress and utility easements for lots 41,2.3 and 4. LOT 2 S88 °03'09"E 310.06° South line of the north 41/2 of the northwest 1/4 of Section 15 ' Centre f _ = Pointe North quarter corner Sec. 45, Rn 5— W.M Twn. 23N.. iQ. -» W.M. Found 3" brass disc with NO °4 7 ° 46 " E 66 0 . 6 5 ‘ 33639 Sth Avenue South Federal Way, WA. 98003 (253) 661-1901 Surveying et rebar and cap tamped “LS‘ 22338" punch at surface. - \ 1616.08° -° bet rebar and cap tamped “LS 22336" East line of the west 1/2 of the northeast 1/4 of the northwest 1/4 of the nor ceemne 4/4 of Section 120 SCALE: 1” =60 NW Retail Partners Suite 3012 Mr. Tim O'Kane, 600 University St., Seattle, WA 981014 SHP-99 0/72 INDEX DATA: f NW-NW 15, T23N, ROE, WM DRAWN BY: K Main CHECKED BY: S Woods DATE: Feb. 10, 1999 KING COUNTY, WASHINGTON SCALE: 4" = 60' DRAWING NAME: 4 ,QQ sp SHEET 4 OF 4 { » BD V d / A N N T O A CITY FILE #LUA99—012 ls een A PORTION OF THE NW 1/4 OF THE NW 1/4 SEC. 15, TWP. 23N., RNG. 5E., W.M. 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Y om 4-COc : 3-BEC 7 Wl 8-RON < 3| f: = 24-SAS oF EXISTING pS | F3 2 til CULVERT a uJ aS ee 5 xO » 5 \ 7-ACC PPh 9 24-COS , 7 sf J 36-RON , A 4-POT 4 36-COS Y q |-BEC 18- SAL “pe 3-FRL \ ‘os I6-RUS - ~ vas j \ Hoa\ I-BEC Pt & y pA 20-Row ~~ \\_ 3-BeEc A j * ; 4 44—30-SAS fe . Or we SO Sen 1 |-PYF - of, EN (O-POT samy T > \ lO-ACC . CO? YAR A 24-PHC oy | han . a. OE N ou | 7 ; J Ne OREN 24-COS re > * et 2 ad Lu Lu ud u) WETLAND BOUNDARY Cla LJ Nm oO aa Lu aa) oO O — 10-POT ae 20-ROG 4 wy 48-SYA Or 4-SAL O re 18-COS re i I-PRV = 10-LOl q oO 14-COC J we ; < G) Wier dnt oe © « 1O-RIS O \ oc > 7 Zé 2 Sounar er ee F = 8 \ .* . nS - YANG Seay 20-RON =< LJ AS | ; LJ O s UW) a : De an is oS ©O = k- ie) x< LU inh EXISTING ROADSIDE DITCH TO EVENTUALLY BE PLACED WITHIN A CULVERT AS A PART OF POTENTIAL ROADWAY IMPROVEMENTS NE 4th STREET EXISTING 77 CULVERT // 4 TYPICAL DETAIL: VERTICAL LARGE WOODY DEBRIS (LWD) MI N I M U M 10 - F O O T HE I G H T 2 |___ 25ft RESTORED <| | PLANTED BUFFER PR O P E R T Y BO U N _25flf RESTORED ___ PLANTED BUFFER S2ft RESTORED | STREAM CHANNEL oa Li re Li Oe EXISTING a 2 GRADE ee ic Ns -- Cy. (se Wy PROPOSED 9 . wo a GRADE eo Cae ie caer 82ft MINIMUM 20-INCHES DIAMETER AT TOP Fi A | MINIMUM IG-FOOT DIAMETER ’ PLACEMENT IN WETLAND AND BUFFER AREAS INNER EDGE OF PROTECTIVE BUFFER OUTER EDGE OF PROTECTIVE BUFFER PROPOSED LIMIT OF DEVELOPMENT LOCATION OF PROTECTIVE SILT FENCE 3-RIS 16-ROG 12-ACC 4-RIS | a EXISTING ISOLATED WETLAND NOT REGULATED CITY OF RENTON RESTORED STREAM CHANNEL CROSS SECTION. 1 sI0 . Soil/root mass (rootball) should be broken-up . Replacement soils should be native materials . Excavated area should be approximately twice the t { a a ; Pa MINIMUM 20-FOOT LENGTH” w < a = e a ae patel a Me : g Y y _ es te i veo = = = | 9 / “= Mth tt tf! S/ LZ, AK 3 me if / / 7] MINIMUM /20-INCHES DIAMETER ( / z AT 10-FOOT ABOVE ROOT COLLAR i = TYPICAL DETAIL: HORIZONTAL LARGE WOODY DEBRIS (LWD) PLACEMENT IN WETLAND AND BUFFER AREAS “may use entire tree NUMBER/| PLANT ID COMMON NAME PROPOSED SIZE INDICATOR ie eee SCIENTIFIC NAME _ _—_ oe STATUS 21 THP |Westernredcedar | #«£45-6ft FAC Thuja plicata 11 PIS Sitka spruce §-6 ft FAC Picea sitchensis 3 TSH Western hemlock 5-6 ft FACU Tsuga heterophylla 31 PSM Douglas fir 5 -6 ft FACU Pseudotsuga menziesii 6 ACM Big leaf maple 4-6ft FACU Acer macrophyilum 12 FRL Oregon ash 4-6 ft FACW Fraxinus latifolia 44 POT Quaking aspen 4-6ft FAC+ Populus tremuloides 55 SAL Pacific willow 4-6 ft FACW Salix lasiandra 13 BEC Water birch 4-6ft FACW Betula occidentalis 5 PRV Common chokecherry 4-6ft FACU Prunus virginiana 49 PYF Western crabapple 4-6 ft FACW Pyrus fusca 18 CRD Western hawthorne 4-6ft FAC Crataegus dougiasii 39 ACC Vine maple 2 gal FAC- Acer circinatum 166 RON Nootka rose 2 gal FAC Rosa nutkana 35 ROG Wild rose 2 gal FACU Rosa gymnocarpa 54 coc Hazelnut 2 gal FACU Corylus cornuta 22 LOI Black twinberry 2 gal FAC+ _ Lonicera involucrata 60 PHC Pacific ninebark 2 gal FACW- Physocarpus capitatus 192 Cos Red osier dogwood 2 gal FACW Cornus stolonifera 218 SAS Sitka willow 2 gal FACW Salix sitchensis 16 RUS Salmonberry 2 gal FAC+ Rubus spectabilis 29 RIS Flowering current 2 gal UPL Ribes sanguineum 136 SYA Snowberry 2 gal - Symphoricarpus albus SEEDING MIXTURES Wetland Area Soil Moisture Conditions | Commonname _ | Scientific name Percent by weight Redtop Agrostis alba 50% water foxtail Alopecurus geniculatus 50% apply at the rate of 120 pounds per acre Upland Buffer Area Soil Moisture Conditions Common name scientific name |__ Percent by weight colonial bentgrass Agrostis tenuis 50% Perennial ryegrass Lolium perenne 30% white clover Trifolium repens 20% apply at the rate of 120 pounds per acre R NOT TO SCALE notes . SoiV/root mass (roothall) should be broken-up slightly to free constricted roots priors to planting. Container or burlap should be removed unless root slightly to free constricted roots prior to planting. penetration is extreme. Container or burlap should be removed unless 130% i penetration is extreme. 2. Replacement soils should be native materials ; unless the native soil lacks organic materials. Soil augmentation witt 50% organic materials should be added to mineral s vile. Do not over-compact soils. . Excavated area should be approximately twice the size of the root mass of the container. TYPICAL DECI NOT TO SCALE 1 notes unless the native soil lacks organic materials. Soil augmentation with 50% organic materials should be added to mineral soils. Do not over-compact soils. 3 size of the root mass or the container. 4. Plants should be placed in an upright position with the root collar at the ground level. . Plants should be placed in an upright position with the root collar at the ground level. §. Soil should be saturated at time of planting. Supplemental irrigation may be required. . Soil should be saturated at time of planting. Supplemental irrigation may be required. . Tree should be held in place with two or three 2”x2"” wooden stakes and secured with #14 gauge steel wire. A vinyl collar or equivalent protective material must be used at the wire's contact with the tree. Collar should be placed at approximately 1/2 the tree’s height. e Project Sequencing: eS ee Installation of protective silt fencing and identification of April 15, 1999 existing vegetation to be protected during onsite actions Excavation and existing uplands and creation of new April 30, 1999 stream channel directly south of N.E. 4th Street Planting of trees, shrubs, and seeding of all exposed April 30, 1999 areas Installation of protective buffer signs and fencing April 30, 1999 Removal of all garbage and trash from established April 30, 1999 wetland/stream corridor area Post planting inspection and first growing season spring May 15, 1999 plant inspection Post planting record survey report and first growing June 15, 1999 seéson monitoring report to City of Renton First growing season fall plant inspection Sept. 15, 1999 First growing season report to City of Renton Oct. 1, 1999 Second growing season spring plant inspection April 15, 2000 Second growing season report to City of Renton June 5, 2000 Second growing season fall plant inspection Sept. 15, 2000 Second growing season report to City of Renton Oct. 1, 2000 Thi:d growing season spring plant inspection April 15, 2001 Third growing season report to City of Renton June 5, 2001 Thi d growing season fei! plant inspection Sept. 15, 2001 Third growing season report to City of Renton Oct. 1, 2001 PERFORMANCE CRITERIA The restoration and enhancement plan will be required to meet the following criteria as determined by the annual monitoring: e At the end of the first full year following planting (to be completed by Sept. 15, 1999) 100% of the installed trees and shrubs will exhibit growth. In addition, the plant community (installed and volunteer trees and shrubs combined) will exceed 25% aerial coverage. e At the end of the third full year following planting (to be completed by Sept. 15, 2001) 80% of the installed trees and shrubs will exhibit growth. In addition, the plant community (installed and volunteer trees and shrubs combined) will exceed 50% aerial coverage. SH P-97- 8/2 REVISIONS | BY RI B E R A PR O P E R T Y RE S T O R A T I O N AN D EN H A N C E M E N T PL A N Date 4 FEB 99 Scale AS SHOWN Drawn T DEMING Job 99008 Sheet Of Shoots wuxe PRINTED ON NO. 1000H CLEARPRINT o la d TOPOGRAPHIC SURVEY OF THE NW 1/4 OF THE NW 1/4 OF SEC. 15, TWP. 23N., RNG. 5E.,W.M. 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