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Permit PL12-019 - LANFAIR - SHORT PLAT
LANDFAIR SHORT PLAT 14062 33RD AVE S PL1 2-01 9 Ll 2-01 8 SHORT PLAT LAND DEVELOPMENT 99111A�f�l���9� 20140703000856 FLANIGAN, ED no 79.00 PAGE-001'OF 008 0703/2014 14:19 KIN COUNTY, UA KWILA Document Title(s): AGPe5mc—N*r-%: Parties:.'� Cit:y: of Tukwila. Washington ON Last 4a,me Companv Nameiif business) Addrek� W.-."A:'.: 9b(44 AGREEMENT BY AND BETWEEN THE CITY OF TUKWILA AND ORCAS HOMES LLC FOR PAYMENT IN LIEU OF FRONTAGE IMPROVEMENT 'his?Agreement is made and entered into this I- Oday of June, 2014, by and between the CITYOFUICWILA ("City"), a non -charter, optional code Washington municipal corporation, and ORCAS HOMES LLC, a Washington limited liability company ("Developer"), having a place of business at 3q0 Dd IJ I b_V_ A! e 5E ` UE WA 9 9 ill( I, RECITALS WHEREAS,' the'DevelOper would like,to develop Dunbabin (a.k.a.Landfair - phase 2), 4 Lot Short Plat .at 1.b62 .;:33rd: A`venue`Soutli; Tukwila, Washington and proposes to dedicate a right-of-way refum At the intersection of 34`" Place,;Sa,,and 33`d Avenue South and a 10-foot wide public sidewalk and "'utility easenteh.0 aloe$'-Ahe ettitire frontage of 33`d Avenue S.; more particularly desctibed by: Ehe ;fegal des'Griptions contdined in Attachment A, attached hereto and incorporated by reference; a6 WHEREAS, all t.badway design im the City -shall meet :the design guidelines and requirements in the Transportation Eiement of the CoinprehenSivB Land Use Pan, other applicable subarea plans and the requirements urld& Tukwila Municipal Code ('*TMC"); and WHEREAS, under TMC Chapter 17.30; every subdivider may be required to grade and pave streets and alleys, install curbs andgutters, sidewalks and pt}ter improvements in accordance with specifications and stands `ds of the TMC and approved by the Publtc,;Works Department; and: :•... WHEREAS, under TMC Section 11.12.030(C) payment i "iieu"6f'improve4nedts is an option authorized,.by the zoning code that may be exercised by the Developer if approyed by the Director of Public Works; and ,WHEREAS, .the Developer has requested that St..eet fxontage' improvements ("sidewalks") not be constructed at the time of building construction due to site topography and agrees to pay the City ati amount equal to the cost of installing sidewalks.,priot to the City's issuance of the`buildng permit; and WHERE IS pursuant to'TMC11.12.030(C) the Developer and City hereby enter into this agreemerrt''pursuant:l'o the terms: and conditions set forth herein; NOW THE LtEFfSRE,; irp: consideration of the foregoing mutual promises and other good and valuable consideisation, the sufficiency. of wl ic`h. is hereby acknowledged, the parties agree as follows: 1. Improvements. ::The Director has determined that street frontage improvements ("sidewalks") should not be constructed at the tithe of buitdirig construction. -Page 1 of 2..r' Payment. The Developer has provided documentation satisfactory to the Director,'that establishes the cost of materials, labor and quantities in an amount equal to the property owner's cost of installing sidewalks. The Developer shall pay to the City $37,242 in lieu of constructing sidewalks prior to issuance of the building permit at the direction of the Director: 3. Amendment. This Agreement shall only be amended by a written agreement exl cuted by both the Developer and the City. 4. ecordin The term&..and conditions of this Agreement shall be covenants running with the; land. The Developer, authorizes this to be recorded in the office of the Recorder, King County, Washington. 5... Enforcelr►�nti This Agtee►rent s}tall::only enforce by the parties hereto. No third party shalt' ave-standing to, enforce the terms of <ihis ,agreement. 6. Waiver of Oliiection. ' The Developer, for itself and its successors and assigns hereby waives any objection: thatl't may havr,to4he -.payment. 7. SeverabilitV:. .:If any section, writer&,"; -•clause, probision or portion of this Agreement is declared unlawful or unconstitutional for any reason; the remainder of this Agreement shall continue in full force and effect. 8. Notice. All notices or communications proVi.wled- for;:by this Agreement must be in writing, and may either be delivered personally, by certified mail;`& —by express: delivery service, returq:itceipt requested. Such notices shall`be deemed deiivered on i4e date of i�ceipt, as evidenced. -by tlie•,return receipt or the equivalent, (e.g.,;date stamp of reCi'pient). AlVnotices or communications shall;:bc given to the Parties at their:addresses sei fortb,below: For the Cify of Tukwila: City Clerk City of'Tuki�ila 6200,.Southi enter Bouievard':..., Tukwila, WA,,.98 t 8$ For Orca$%Hfpes LI C:.; Orcas Homes LLC 1224 Andover Park l ast Tukwila, WA 98188 9. Entire Agreement. This,:Agt'eer%ient contains the entire Agreement between the Developer and the City regarding this sp6jeet m2tter; Page 2 of 7 1:0. Counterparts. This Agreement may be executed in counterparts, each of which STATE OF WASHINGTON ) )ss COUN Y OF C ) On ; 2014, before me, the undersigned, a Notary Public, personally appeared JIM HAGS RTON, personally known to me (or proved to me on the basis of satisfactory evideitce)'a:s>the person whose name is subscribed to the within instrument, and acknowledged to me ihat.rhe executed.the.,same in his authorized capacity as MAYOR OF THE CITY OF TUKWILA and that by •his signature,„on the instrument the entity upon behalf of which he acted,;execiited. the instrument. 0a�,t M. O ,i �oxy;M h WITNESS my hand and official seal. ` aj�.: z �A Print fume:eq, PLO Olt NOTARY PUBLIC in and or the State of y q WAsaF Washin 6ii;`residin at:i'`` ::. l�fl St g � n�Ma,�a�r My,:commission expires: — J STATE OF WASHINGTON ) )ss COUNTY OF ': K 1 t 4 h ) On 2014, before me, the undersigned, a Notary Public, personally appeared ROBERT' DUl`1BABIN personally known to me (or proved, to me on the basis of satisfactory evidence;} to be the person whose name is subscribed to the within; insfrum'ent, and`ackhowledged to me tb.at he..:executed .the same in his authorized capacity, as EMI I7� T OF ORCAS HOMES UC, aid that by his signature on the instrument the er t'itp upori'behalf: of which he acted;' executed the instrumem., WITNESS my hand and official `seal'. Nr r print Name: LdAmcl V, 4v71 ,o 1�IOURY PUBLIC in and for the State of f-nel ti g ashitfgton, residing at WA W . 1 Le � My commission expires: tl t8 20► .0 g'w �• Page Qpf T ATTACHMEIJT'A" (I Or3) LEGAL DESCRIPTION OF RIGHT-OF-WAY DEDICATION :*A PORTION :OF THE FOL.LOWIN6"'f)ESCRIBED PARCEL; THAT PORTION OF THE SO"UTH'W'ES* fQUARTER , OF TfiE SO.6THWEST QUARTER OF SECTION 15, TOWNSHIP NORTH, RANGE 4'EA§T -IN KING COUNTY, WASHINGTON DESCRIBED AS BEGINNING Ai:TF E N61ZTHEMWCORNE�R.OFTHE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTiR& SAfb"'SECTi6N i5JHENCE WESTERLY ALONG THE NORTHERLY-%MAR(JfN OF SAID SOUTH)E$f6IJARTER OF THE SOUTHWEST AFORESAID QUARTER OF SECTI ON A..,,6t§TXNCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OFi THE SOfJTIJW8T QfYARTER OF A . FORESAID SECTION, A DISTANCE OF 810 Flitf, MORE OR LSSIQ THE INTERSECT6N WITH COUNTY ROAD, WHICH IS THE TRUE PbrN-f 4 BEGINNING; Tk-ENd`N.6RTHERLY PARALLEL WITH THE EASTERLY KkR..'XLL'tjOf:�SA16OFSOUTHWEST QUARTER OF SAID SECTION, A .. bi$.TANCE 01"340 FEET- THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE -OF'SAI'D SOUTHWEST OUTTHWEST QUARTER,0.,F THE SOUTHWEST QUARTER Ot,$AID SECTION X DISTANCE OF' FEET, MO RED R LESS TO THE INTERSECTION WITH. TF4E Nb�ff.IWTERLy MARGIN:'OF OF SAII) COUNTY ROAD; THENCk,SOUTl,IhA"STE'RLY A!;LON`.�G TIE YMARGIN OF SAID COUNT :R&IJTO.'TH.E`�61N' T'O'F BEGINNING,!:,:, .. . ......... (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING%* , TO THE.t` UNRECORDED PLAT THEREOF) SAID PORTION BEfNjG'MQRE PARTICULARLY DESCRIBED AS FOLL�`OWS- b'Q,MMEN'6ING.:A`T: THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL: THENCE, ALOki"THE" EAST . MARGIN OF 33RD AVENUE SOUTH, S23'08'12"E 123.23 FEET,j I i, CONTINUING A�ONQ SAID EAST MARGIN, S45'49'28"E 315.20 FEET; `' THENCE.,'CONTINUING. ..ALONG SAID EAST MARGIN, S52'28'30"E 2.87 FEET, TO THE POINT OF BEGINNINTHI~11,4,CE, CONiNUING ALONG SAID EAST MARGIN, c S52028'30"E 20- 1 S:.FEET; THEN E.,--N00'22-03'? .20.13 FEET; THENCE, ALONG A CURVE TO THE RIGHT, THE RADIUS OF' WHICH BEARS N89-37'57"W 10.00 FEET, THROUGH A CENTRAL ANdt;OP"12; '09,2%7" WliEl X DISTANCE OF 22.19 FEET, TO THE POINT OF BEGINNING. Page of:47 ATTACHMENT "A" (20F3) LEGAL DESCRIPTION OF SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT A"R.ORTfON OF THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF : SOUTH THE VVE§T QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15;'-TOVVN§HIP 25 NORTH,.,R.ANGE 4 EAST, W.M., IN KING COUNTY, WASH'�N§6TON DESCF?IkD AS FOLLOWS: .8EG1NNIN.6 AT T4 ',ORTH**ffASTGORNER OF THE SOUTHWEST QUARTER :.:.0FjH . "E SOUTHWEST QUARTER OF.8AID SECTION 15, THENCE WESTERLY ALbNb THE,,VORtHiRLY OkGIN SOUTHWEST QUARTER OF THE SOUTHWEST TQ0 - AR . TIER"dF�'AFOR'�S:A:ID<SECTION A DISTANCE OF 855 FEET- THENCE`SOIJTHERLY PAR�LLE:LiIVVITH THE SOUTHERLY MARGINAL LINE OF:;SAIO:'SOU.TH�kEST'.':OUA�Tt-R OF THE SOUTHWEST QUARTER OF AFORESAID SECTIO4 0 '. F 810 FEET, MORE OR LESS TO THE A DI STANO INTERSECTIOW-WITH COUNTY ROAD, OAD, WHI,CH IS THE TRUE POINT OF BEGINNING; T4Nd'E NORTHERLY PARALLEL WITH T'4E.- EASTERLY MARGINAL LINE OF SAID OFSdUTHWtST QUARTEROF SAID SECTION, A DISTANCE OF 340 FEET- TH ENCE WE STERLY PARAL't8i WITH THE NORTHERLY MARGINAL li�Ebl`-SAb §bUTHWE$-T-QUARTER OF THE SOUTHWEST QUARTER OF SECTJON,k6ISTANtE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY NC -t MARGIN OF SAID COUNTY ROAD- THE `E SOUtK�'AS ERLY`ALONG NORTHEASTERLY MARGIN OF SAID.:.COUNi-Y ROAD Td':THF_:PO'1NT O..F BEGINNING.. (8EING"KNOWN AS LOT 5, GOLDEN CREST A%,PR:ES, ACGDIN( . _,;O THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBEDAS'FOLLOWS; Fb LLQWS, C6MMLNQ:NG,AT .THE NORTHWEST CORNER OF THE A . ROE E �INTIONED PARCEL, Pot'NT OF BEGINNING; THENCE, ALONG THE EAST.MARiZIN OF 33RD AVENUE SOUTH, S23'08'12"E 123.23 FEET; THENCE, CONTINUING ALONG,:§AiD EXSt MARGIN, S45'49'28"E 315-20 FEET; THENCE, C0.RTI-NUI . Q� NG.ALGtAID'EAST MARGIN, S52-28'30"E 2.87 FEET- THENCE, ALONG A.'.CURVE: . TOtHt RIGHT, THE RADIUS OF WHICH BEARS N89'375T'.'W'**'l.&'.00 154T, THROUGH A CENTRAL ANGLE OF 127-0927" WITH A DISTANCE OF 1531FEET; THENCE. N52'28'30"W 12.29 FEET.; THENCE, N4 5-49'29"W 312.6i::FEET; THENCE, S23'08'12"E 117.02 FEET, THENCE. S84-4603".W 1:10.85 FEET.:TO'THE. ,POINTOF BEGINNING. patic6 cat 7 ATTACHMENT "A" (30C3) DEPICTION OF SIDEWALK. STREET LTC.',HTTN(, ANn I ITTI Tv PACPMPI\IT PLUS 916FIl OF WAY DEMCArION Lj Al' LOT 4 36,949 SQ. FT) - - - - - - - - - - N 223 75 24 0' 24 Q -7� .;''eOT 3 -p 13 ,901 SQ. FT) I a N9,9'l00l`i 112 31' 1;;'-PV,-T.,5EVlER W L6T Z, (7,328 SQAFT)�s :.. lz .0- -'7208' I T TF!,kCT A.: �/01. ?�: PG 4 5 WiLLWOOD COURI LOT4 (6,967 SQ. FT).: :m 12 29' N52 2830M I lb- SIDEWALK, STREET LIGHTING &UTILITY EASEMENT =1 0 .�::PER KIG" RECf DING NO. R L=1150 0 7t 2014-0620090T69 0='27 C9*27 2 87 552'283'.E N I RC)kVPJI DEDICATION NTS R... K P, i*, N-201406ZD000768 PAGE* -T OF 7 20140620000769 KING CONTY , WA Recorder's use ENT Document Reference Nurnbbr(s�` Section/Township/Range: -�W Assessor's Tax Parcel Number�s)'��`.. 15"�3..049671 Abbreviotqd Legal Description: N/A`:� A.. The Grantor is the owner of that certain r . bal d.,dscribkd oh Exhibit'A' attached hereto and incorporated herein by th.is r6fer�nce. B. Tb:is inair-ument sets forth the terms and conditions Pd�r,-w:hiqh the Grantor Will gr�nt& Gr`6%'ntee an easement. seme and in::*;con'�ider.-atio"n of."TTEN DOLLARS ($10.00), and other good and valuable con§idOat�6n, �ho' receipt of which is hereby acknowledged, ORCAS HOMES, LLC ('G'rant0'r`..-') g rafts, �onve and warrants to the CITY OF TUKWILA, ("Otantee").:fbr-the:.�urp:,q.�6s hm� after set forth, a perpetual easement under, across, `brjO.;-6ver` Ov�ner's/G�anior'� . Parcel, a legal description of said easement being att ached, hereto as Exh . i . bit.�. . S' ar) &ss depicted in Exhibit'C', which 3: Purpose of Easement. 'The' Grantee shall be entitled to use the easement under, across, and over OAer'slGrantor's Parcel in perpetuity for the purpose or purposes of: Cc.nstru. tion, maintenance, and use by the Public of Public Sidewalk. Street Lighting, nd Utility Easement Area, 4. General RroviSiog" A. ;` AcCess. ;; Grantea` skrall hame the right of access to the easement cin.Oor, :acro,ss, :and..: over the `Prr ,perty ;to.;'enable Grantee to exercise its rights hereunder. B.`';., Indemnification. ';Grantee.: shall hold the Grantor harmless from all costs, clainis; or liabilities of:'any�.pa.ture including attorneys' fees, costs, and expenses for or on account.of irnjuries or..: damages sustained by any persons or property resulting from,; -the negligent 2ctiurties,&I-omissions of the Grantee resulting from this easement. Grantor shall hold``the.`(36ntee :and i(s officers.,`- agents and employees harmless from all costs, claims or liabilities of any nature including attorneys' fees, costs and expenses for or on account: of injuries or damages• -sustained by any persons.., or property resulting from the negligent activit%es :or omissions of,'fhe Grantor, Grantor's agents or employees resulMg from this easement:;, C. Attorneys'_ Fees. In the everit,tfi'at ony auit:'or`o'tYier`Proceeding'is instituted -:by either party to this instrument arising out;:"of or.,pertairting to .,this intrumpnf:or the relationship of the parties, inc uding but; not'I'imited to the filing of a... lawsuit, a request for an arbitration, mediation, or :: th6f...:eltern `iv '.te dispute resolution .process (collectively, "Proceeding"), and any':. appeals and collateral ::`actions relative to such a Proceeding, the substantialiy prevailing party as determined by thvcowrt or as determined in the Proceeding 'shaf) be entitled to recover.its reasonable attorneys' fees and all costs and expenses"incurrej relative to su> f Proceeding from fhe non -prevailing party, in addition to such o1he'r relief as may be awarded. 6 Binding Effect;,This instrument shall be binding upon and inure to the benefit of the'`pafties, and their :successors, heirs, assigns: and personal representatives and all--,: e son's``elaiming:•by. through or under the parties hereto. The easement, created ;by this itistrramo'nt• shall be appurtenant, shall touch and concern the reaf property identified a's Qwner'slGrantor's Parcel, and shall run with the land. E. Applicable Law. This instrument shall be governed by and construed in ac 6rdence with the laws of the State of Washington. Jurisdiction over and :venue of any suit arising out of or related to this instrument shall be exclusively within.the state or federal courts of King County, Washington. F. :A ntire'AAgreemen•t,,., This instrument contains the entire agreement Between -the parties with respect ib this matter. It may not be modified except in a -writing signed b bpth parC+•es. G.' 1Naiver.:: Any waiver a party of a breach of any provision of the agreement contained within this ihstrumeiit;f5y. the other party shall not operate or be construed'as a vyaiver of:apy'subsdgiiefit breach by that party. No waiver shall be valid unless in waiting and signed by the'pa ty against whom enforcement of the waiver is sought.;' H. Severability. If for any reason any portion of this instrument or any agreement contained. herein sha:11 be held td be>invalid gr`unenforceable, the holding of invalidity or':unepforceabifity of that portion shall n.©t affect any other portion of this instrument' or ::agreement and -.the : remaii�•irig portions of the instrument shall remain in full:fo'rce.and:effect.::' I. Notices. Any noti6&j.equired or desired to` be,: given under this instrument shall be deemed given if it is in'.wr'iting artd actupily delivered to,fk party, or sent by certified mail to the address listed`belpw for that, party: r City Clerk ORRCAS ,A0MES: LLL'C• - Cityof Tukwila 3401 Rainier Aye South, Suite B 6200:Soufhcenter Boulevard Seattle, \fVf 98144' Tukwila, WA 98188 bate:? of S person(s):who aF OZG46 t-IoW t�S- < < < Property Owner / Grantor ce that U l ? ?cvv Date is the and said'person(s) acknowledged that he signed this ih:sxrdment on oath stated that tie was authorized to execute the instrument and acknowlQdge as the f ORCAS HOMES, LLC, to 6*.e the fre1e and..uoluntary act of ..�5.ucti,party for the uses and purposes mentioned in the insfrurrierit. Dated Notary Public in and forttie S:tateof Washington residing at My appointment expires My Eaze.- off f PATEO,tihi.s 14 Tyq day of 2014 %VT, WC4UCt/-V CityClerk 7';Approved As To Form by City Attorney STATE OF WASHNGTO'N S S". County of King On this clay of :201.4 before me, the undersigned, a Notary Public irl.* arid ::for ,the -State.. &t."- Washington, duly ".j :� - commissioned and sworn, persona:fly appearedJim Hzigg.6rton, known to me to be the Mayor of CITY OF TUW1IL4, theipaI`W1'rp6'rati8n that executed the foregoing instrument, and acknowledged: it to . be the free and volUhtary act of said municipol..;corporation, for the uses and pibrpdsat•menti6nedinihis instrument, and on oath, stated that he was authorized to Execute "id instrument,. VVI I N tzbb My habd and official seal hereto affixed"the day and �ye r abbVe,vvrittdn. j print name M011 .afarhe State , Washingtonresidin .9 g at My appointment expires .. I HAT PORTION OF -:THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF;S�CTION:.k`5, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, IVASHJ:NGTQN:DESCRIBED AS FOLLOWS: BEGINNING AT.THE'NORTHtf ST-'GOR.NER OF THE SOUTHWEST QUARTER OF THESO'tJTHWE.SY QUAR fER OF SiAID.,SECTION 15, THENCE WESTERLY ALONG'THE..NORT'HERLY.M:.AAG` IN,.0i SAIp SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER & AFORii•.SAfq. SECTION A DISTANCE OF 855 FEET; THENCE;'SOUTHERLY:i�ARALLE.L WITH THE SOUTHERLY MARGINAL LINE OF SkD'SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION; A D15TANCE OF:'810 FEET, MORE, OR LESS TO THE INTERSECTION VV.I.TH; COII:NTY>`RO,AD,:.1NHJCH I.S THE TRUE POINT OF BEGINNING; THENCE NORTHERLY' PARALLEL VMTH T4 EASTERLY MARGINAL LINE OF SAID:'OF.SOUTHVVEST QUARTER OF. SAID SECTION, A DISTANCE OF 340 FEETj4NCt :.` WESTERLY PARALLEL WITH THE NORTHERLY {yIAROINAL LINE OF SAID SOUTHWEST QUARTER OF THE SROUTHWEST dbAF2TE'R OF.SAID SECTION, A DISTANCE OF 290 FEET, MORb O:LESS,TO THE INTERSECTION WITH:.`::-.:- N.O. THE R.THEASTERLY MARGIN OF SAID COUNTY ROAD:THENCE; SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN`OF SAIQ COUNTY ROAD TO THE POINT OF BEGNNI.Nt. (BEING,XROW "AS.' 5,;:' GOL'DEN:.CREST ACRES, ACCORDING TO THE.,UNRECORDED PLAT ; THEREOF). PARCEL B THAT PORTION OF THE SOUTHWEST QUARTER OF THE•SOUTHWEST QUARTER OF,:SEGT.ION 15, TOWNSHIP 23 NORTH, RANGE s1,.EAS.T, Vy'.M., IN KING COUNTY„VVASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEETZF THE.:NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF T.,.HE AR SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SEQfI6N, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACC0fi61NG TQ THI= PLATTHEF�EOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN. KING GOUN7Y, WASFFI.NGTON. E'asc::G of S EXHIBIT'B' LEGAL DESCRIPTION OF SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT A.00q.TION OF -THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF THE SOUTHWEST �QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. T � OWN Sf iIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, - 3T-ON.0tSCRIB-E-6 AS BEGINNING AT THE NORTHEAST CORDER OF THE SOUTHWEST QUARTER OF'TH'E SOUTHWEST d0ART-&:,OF SAI'll"SECTION 15, THENCE WESTERLY ALONG T : HE - NO I RTH . (---RLY MA"�Zbll\l OP"SA'ID:'80LITHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENC,E.,-S'6LIfkERlY P.41RALV`EL-�Wi"TH THE SOUTHERLY MARGINAL SOUTHWEST OF SAID SOUTHW�T Q6ART-rER'O*F'THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 8`10 FEET MORE OR LESS TO THE INTERSECTION WIT-ij COUNTY ROAD, WHICH""I*S-J'HE TRUE :POINT OF BEGINNING; THENCrINOWHEALYPARAEEL WITH THE EASTERLY MARGINAL LINE OF SAID .0Fs6ufHWEST QUARTER OF::S-AID SECTION, A DISTANCE OF 340 FEET- THENCE WESTERLY PARALL,'gt::W'ITH THE NORTHERLY MARGINAL LINE OF SA-iD,.SO.UT4$T.dUA*RTER OF THE SOUTHWEST QUARTER OF SAib .$ECTION, A DISTANCEOF-290 FEET, MORE OR LESS TO THE INTERSECTION W- ITHJHEAOR`T4AS�ERLY MARGIN OF,.SAID COUNTY ROAD, THENCE SOUTHEASTERLY -,ALONG THE NORTHEASTERLY MARGIN OF SAID Cdq.NTY,AQ D TO Tt�E'P'01N 0 T ' F BEGINNING. B fN RDING `O THE:: ` E G KNOWN:AS LOT 5, GOLDEN CREST ACRit,'�.-'ACCO UNkEc.bRljtD PLAT THEREOF) SAID PORTION.13EING MORE PARTICULARLY DESCRIBE'[Y'A§ F61-6W' COMMENCING AT'THE I:NORTHWEST CORNER OF THE AFOREMENTIONED ,.::PARCE'L', POINT OF..BEGINNING; THENCE, ALONG THE EAST MA�GjN OF 3313D AVENUE SOAj'Tk S23'08'12"E 123.23 FEET; THENCE, CONTINUING ALONG PAiD.'-.tAST IVIA�61N S45-49'28"E 315.20 FEET; THENCE, CONTINUING ALONQ SAb.�AST`MARGIN, S52-28'30"E 2.87 FEET; THENCE, ALONG A CUIRVE-:TO TH: EJ31GHT, THE RADIUS OF WHICH BEARS N89*37'57"W 0.00 FEF::T,,','. THROUGH A CENTRAL ANGLE OF 127-09-27" WITH A DISTANCE OF 1.5 . 71,:.I:EET-.; THENCE, N52'28'30"W 12.29 FEET; � THENCE, N45-40128"w12;b1 FEET'; THENCE S23*08'12"E 117.02 FEET; THENCE, S89'40'03"w 0.9.5 FEET, TO THE P0-fNTOF BEGINNING. 'c of 9 ^ / EXMI8lT"C" 2014 2000770768 auµ;,;..., , information jw A AW11 WJL' JMAkTAX A '%Jr - VT P% X Grantor: ORCA$,fio-MES,:iLQ` Grantee: City of Tukwilq-,a Municipal Coipor:ation of the State of Washington Document Reference Numbe�i;(s): Section/Township/Range: SWI Cc. R4&,,.W.M. Assessor's Tax Parcel Number: 1523045671 Pagel of 6 NCA9 1kWLIE- W, 0�1?-S-1201Y Property Owner / Grantor Date (7q NITAt 124 u Ic: is the person(s) who appeared before niie a4 said p"'rs'. ' . I e 6n.(s acknowledged that be signed this instrument on oath stated that be was authqi&dl. to '.execute the instrument and acknowledge as the ::of ORCAS HOMES, LLC, to be tbe'ft.ee and voluntary #ct or.such parfyfor the uses and purposes mentioned in the instrument. Dated A, Notary Public in and for the S te'QfWashifigto . n residing at My appointment expires CITY OF TUKWILA ` C i ty -Approved As To Form by Pty Attorney ' STATE OF wAsHINGTOWCounty of King On th day of Notary Public in and for the State oCWas`hingto�, duly co . missibpe and sworn, personally appeared Jim Haggerton, known -iQ to,I)e the Mayge. * 6., f I' .F ILA, the municipal corporation that executed the f6rdgom& ms"Ment,,-.and:'.:: c ` 'no "le: e it to be the free and voluntary act of said municipal corpd'�atidn, fior .-.the usek:: au' p�'i oses. mentioned in this instrument, and on oath stated that he was'�tithofized to vxecute.�aid WITNES$:'my hW and official seal hereto affix6.0 the day -'and' yeir:' print name: TAA m� / Washington, residing �u/n ---- EXHIBIT `A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY •PARCEL.:A: THAT PORTION OF' THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF ''•;SECTION 15,.TOW14N 'HIPr23;NORTH; RANGE 4 EAST, W.M., IN KING COUNTY, WASHINQTON I7ESCRIBEI AS F61o., � BEGINNING AT THE NORTHEASTCORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST Q04TEi OF SAID`'SI CTIQN�15', THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF`SAID''S,OUTHV.. EST QUARTER OF THE SOUTHWEST QUARTER OP. :AFORESAII) SECTION A D ST kSkE OF 855 FEET; THENCE AL SOUTHERLY PARLEL WITH THE SOUT-hhRLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF; THE;SOUTHlWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR' LESS TO TH-Et INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE P(jINT:'OF BEGINNING;'I'I•IENCE:.N0.12THERLY PARALLEL WITH THE EASTERLY:MARGINAL LINE OFSAI60F SOUTHWEST QUARTER OF SAID SECTION;.A DISTANCE OF 340`VEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SO'OTH'WEST.-QUARTZ R.OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERS ECTION"WITH.THE NORTHEASTERLY MARGIN OF SAID CO04TY `ROAD; T."E E. CE.SOUTH? �ASTERL` Y': ALONG THE NORTHEASTERLY MARGIN O� SAID COUNTY ROAD^T0.. THE POINTsOI BEGINNING. (BEING KNOWN AS LOT 5, GOI Erj: CREST ACRES; A.CGORDING TO THE UNRECpRDED PLAT THEREOF) PARCEL B:: THAT PORTION OF -THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY; WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET Ok THE NORTH 5315 FEET OF THE WEST �QO FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER'OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR;W.ILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLU`ME.-J2 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. •. , EXHIBIT `B' LEGAL DESCRIPTION OF RIGHT-OF-WAY DEDICATION A PORTION OF. THE FO'LLOWINGDESCRIBED PARCEL; THAT PORTION OF THE SOITTHWEST,.QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP ". 23:NORTH;'I;ANGE 4;EAST W'M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING. AT THE NORTHEAS"T.CORNE�t ofi HE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY`. MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A,DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLELL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE'SOU- THWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEES, MORE OR LESS TO;THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE:NORTHERLY PARALLEL WITH THE EASTERLY'MARGINAL LIgh..OF-SAID.QF SOUTHWEST QUARTER OF SAID SECTION, A IISTANCE; OF 340 FEET; THENNCE WESTERLY PARALLEL WITH THE NORTHERLY:,M.A'RGINAL, LIN9:6F,:SAI6 SOUTHWEST QUARTER OF THE SOUTHWEST QUARTET OF; .SAID SECTION, A'DISTANCE OF.290 FEET, MOR1 OR LESS TO THE INTERSECTION WI PIi TIDE NOR3HEASTERLY MARGIN.& SF ID COUNTY ROAD; THENCE.SOUTHRASTERLY AL,014.G THE NORTHEASTERLY' MARGIN OF SAID COUNTY.,4OAD.:TO,THE.POIN,T,OF BEGINNING,::. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING,.TU THE UNRECORDED: PLAT THEREOF) SAID PORTION BEING. -MORE PARTICULARLY DESCRIBED AS FQLLOWS; COMMENCING t\T THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL; THENCE, ALONG THE,EAST MARGIN OF 33RD AVENUE SOUTH, S23008' 2* "E 123.23 FEET;,•THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°49'28"E 315.20 FEET; THENCE; CONTINUING ALONG SAID`EAST MARGIN, S52°28'30"E 2.87 FEET, TO THE POINT OF BEGINNI G-: 1T 1 NCE, CONTINUING ALONG SAID EAST MARGIN, S52028'30"E 20.13, FEET; THENCE N00°22TY E 20.13 FEET; THENCE, ALONG A CURVE TO THE RIGHT, THE RADIUS OF'WHICIi BEARS N89°37'57"W 10.00 FEET, THROUGH A CENTRAL ANGLE QF' 121-09.`27" WITH A DISTANCE OF 22.19 FEET, TO THE POINT OF BEGINNING. Fage :5 of 6 i� , Wk City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: Bob Giberson Chris Flores Richard Takechi From: Jaimie Reavis RE: Landfair 4-lot Short Plat (14062 33`d Ave S, parcel # 1523049071) Date: :ZEk27, 2014 File: L12-018 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores, �r C� (initials) Approved by Bob Giberson (initials) Approved by Richard Takechi ?-S 7 (initials) 113 Public Health Seattle & King County CnyAo .-6,7` �1 4 ' 24 2014 Return completed form to Public 1-tealth -- Seattle & King County, Environmental Health Division, 14-3 7 A%jOVa,% Bellevue, WA, 98007, Teel. (20b }2�96-44932. Faxed�copies will not be accepted due to data entry purposes. PARCEL (APN): [Ts],zh1l Instructions for completing form: This term is to be completed by any persons permanently removing a septic tank. seepage pit, cesspool, or other on -site sewage system wastewater tanks from service.. Complete and submit this report to the health officer within thirty (30) days of the abandonment. .Authority: Chapter 13.04.054, the Code of King County Board of Health, Title 1.3. j General Information (Please print): �— Name of Owner/Occupant of Property: �— J 1 Address: _.......... �_' Wastewater Tank Data: "Type of Sewage "Tank: _i , tic�I, Pump Tank I folding Tank -- Other: Number of Compartments Pumped: _ n,jt — --- ............ Number of Gallons Pumped:; Checklist Item Yes No Not Applicable Comments uer" • j Se tare removed b an a pumper" — — Tank lid removed or destroyed? 'Dank void tilled with compacted soil or — - r 'BOSS Pumper Name: le Ue ` '� King County Certification Number: { i :Reason for wastewater tank abandonment: ' i — Property being served by public sewers —__ Property being served by replacement tank _ Structure being demolished Comments: I Report of Wastewater rank Abandonment Revised 11I902012 Make payments payable to: BENSON HILL SEPTIC TANK SERVICE P.O. Box 6191 Federal Way WA 98063-6191 (253)874-"96 (253)631-7979 (425)432-9344 (253)841-2280 Date: - _/ < Terms: QA\ Service Delivered: \ 1 Name: V h a S v t n t 1 Address: R p Z� Ci , State, Zip: Phone: � C �"" ". ' Name: /- cQ Address: / O j J G� City, State, 7jp: -/Jn .. , 1 « J �' Phone: J 6 6 - 9 31-, 53'z Amount 1O Tax percent TAX Y TOT L V0 3-- 1 Y Sewage Tank Data (Chec1jill: le al that�pply): Type of Sewage Tank: Septic Tank: ✓ Pumptank: Holding tank: Other. Number of Compartments Pumped: O V _ System Age Number of Gallons Pumped: -j �o Last Pumped Y 9 Checklist Item Measurement Satisfactory Unsatisfactory Not Applicable Action taken Depth of Scum 1st Compartment Depth of Sludge 1st Compartment: Depth of Scum 2nd Compartment: Depth of Sludge 2nd Compartment: General Tank Condition (in,) (in.) (in.) Locking -type lid(s) Riser(s) at Grade Inlet Baffle Condition Outlet Baffle Condition Effluent Baffle Screen Condition Effluent Baffle Screen Cleanliness Tank Leakage Sketch of Septic Tank location Groundwater Infilt ation Surface Runoff Infiltration Comments: Signature: KCHD - 79 ��� Peacefield Construction Co 10606 Des Moines Way S Seattle, WA. 98168 Phone: 206-249-1665 Fax: 206-760-0560 SERVICE RECIEPT Invoice No: 54-2291 Date: 02/9/2014 To: Landfair shortplat-14062 33rd Avenue S, Tukwila, WA. 98168 Attn: Ed Flanigan owner Phone: 206-669-6302 Septic Tank demolished, concrete vault dug up and hauled to dump and the site was regraded with dirt. Please note: Attached receipt from County certified septic pumper dated 02/28/2014 t C Or Lot Closure Report - Lot : LOT 1 24 2014 file- G \Jobs\!2012\12134 TL Seatac BT \_Survey\ DWG\ SP 1 \ 3 27�19X:P'f, j, SP12134E.msj\lc_LOT l.txt Friday, April 18, 2014, 9:12:50a.m. Starting location (North, East) = ( 5599.00, 1642116.32 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- ----- 1 Line N8904010311E 120.83• No 5599.70 1642237.15 2 Line S0002210311W 93.56 No 5506.14 1642236.55 3 Curve S6305614711W 17.91 No 5498.27 1642220.45 ARC= 22.19, RAD= 10.00, DELTA= 127°09'27" BC_TO_RAD= N89°37'57"W RAD_TO_EC= S3703113011W ADD —ARC —AREA = 71.12 4 Line N5202813011W 2.87 No 5500.02 1642218.18 5 Line N4504912811W 142.02 No 5598.99 1642116.32 Ending location (North, East) = ( 5598.99, 1642116.32 ) Total Distance 381.47 Total Traverse Stations 6 Misclosure Direction N21°26'53"W (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:47133.1 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 6966.943 sq. ft. (straight segment added to close traverse) *********** = 0.159939 Acres 1 4 Lot Closure Report - Lot : LOT 2 --------------------------------- --------------------------------- file- G:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\3-27-2014\01- SP12134E.msj\lc_LOT 2.txt Friday, April 18, 2014, 9:14:47a.m. Starting location (North, East) = ( 5648.70, 1642065.17 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End End_Easting ----------- ------- ------ ----------------- —Northing ----- 1 Line N89040103"E 172.31 No 5649.70 1642237.47 2 Line S0002210311W 50.00 No 5599.70 1642237.15 3 Line S8904010311W 120.83 No 5599.00 1642116.32 4 Line N4504912811W 71.32 No 5648.70 1642065.17 Ending location (North, East) _ ( 5648.70, 1642065.17 ) Total Distance 414.46 Total Traverse Stations 5 Misclosure Direction N8801110911W (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:57871.9 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 7327.781 sq. ft. (straight segment added to close traverse) = 0.168223 Acres *********** Lot Closure Report - Lot : LOT 3 --------------------------------- --------------------------------- file- G:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\3-27-2014\01- SP12134E.msj\lc_LOT 3.txt Friday, April 18, 2014, 9:15:57a.m. Starting location (North, East) _ ( 5698.40, 1642014.01 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End End Easting ----------- ------- ------ ----- —Northing ------------ ----- 1 Line N8904010311E 223.78 No 5699.70 1642237.79 2 Line S0002210311W 50.00 No 5649.70 1642237.47 3 Line S8904010311W 172.31 No 5648.70 1642065.16 4 Line N4504912811W 71.32 No 5698.40 1642014.01 Ending location (North, East) _ ( 5698.40, 1642014.01 ) Total Distance 517.41 Total Traverse Stations 5 Misclosure Direction N8401613911E (from ending location to starting location) Misclosure Distance 0.00 Error of Closure 1:181167.9 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 9901.589 sq. ft. (straight segment added to close traverse) = 0.227309 Acres *********** Lot Closure Report - Lot : LOT 4 --------------------------------- --------------------------------- file- G:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\3-27-2014\01- SP12134E.msj\lc_LOT 4.txt Friday, April 18, 2014, 9:19:23a.m. Starting location (North, East) _ ( 5832.99, 1641943.70 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End End_Easting ----------- ------- ------ ----------------- -Northing ----- 1 Line S2300811211E 123.23 No 5719.67 1641992.12 2 Line S4504912811E 30'.53 No 5698.40 1642014.01 3 Line N8904010311E 223.78 No 5699.70 1642237.79 4 Line N0002210311E 39.52 No 5739.22 1642238.04 5 Curve N1302413911E 35.20 No 5773.45 1642246.21 ARC= 35.50, RAD= 78.00, DELTA= 26004'49" BC_TO_RAD= S89037'4611E RAD_TO_EC= N63032'5711W SUBTRACT_ ARC_ AREA = 47.32 6 Line N2602710311E 51.47 No 5819.54 1642269.13 7 Line N63032157"W 34.04 No 5834.70 1642238.66 8 Line S8904010311W 294.96 No 5832.99 1641943.70 Ending location (North, East) _ ( 5832.99, 1641943.70 ) Total Distance 833.03 Total Traverse Stations 9 Misclosure Direction N4704210611W (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:133969.6 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 36947.387 sq. ft. (straight segment added to close traverse) = 0.848195 Acres *********** Lot Closure Report - Lot : Parcel --------------------------------- file- G:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\3-27-2014\01- SP12134E.msj\lc_Parcel.txt Friday, April 18, 2014, 9:36:39a.m. Starting location (North, East) _ ( 5832.99, 1641943.70 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End End_Easting ------------------ ------ ----------------- -Northing ----- 1 Line S2300811211E 123.23 No 5719.67 1641992.12 2 Line S4504912811E 315.20 No 5500.02 1642218.18 3 Line S5202813011E 2.87 No 5498.27 1642220.46 4 Curve N6305614711E 17.91 No 5506.14 1642236.55 ARC= 22.19, RAD= 10.00, DELTA= 127°09127" BC-TO-RAD= N3703113011E RAD_TO_EC= S89037'5711E ADD -ARC -AREA = 71.12 5 Line N0002210311E 233.08 No 5739.22 1642238.04 6 Curve N13024139"E 35.20 No 5773.46 1642246.21 ARC= 35.50, RAD= 78.00, DELTA= 26004149" BC-TO-RAD= S89°37'46"E RAD_TO_EC= N6303215711W SUBTRACT -ARC _AREA = 47.32 7 Line N2602710311E 51.47 No 5819.54 1642269.13 8 Line N63032157"W 34.04 No 5834.70 1642238.66 9 Line S8904010311W 294.96 No 5832.99 1641943.70 Ending location (North, East) _ ( 5832.99, 1641943.70 ) Total Distance 1112.55 Total Traverse Stations 10 Misclosure Direction N5502010711W (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:203551.3 Frontage 0.00 Frontage/Perimeter 0.0 percent tg c J------' P AJA,1 a -7f Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT Grantor: ORCAS HOMES, LLC Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington. Document Reference Number(s): Section/Township/Range: SW1/4 of the SW1/4, Sec. 15, T.23N., RAE., WM Assessor's Tax Parcel Number(s): 1523049071 Abbreviated Legal Description: N/A Recitals. A. The Grantor is the owner of that certain real property legally described on Exhibit 'A' attached hereto and incorporated herein by this reference. B. This instrument sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. 2. Grant of Easement. A. For and in consideration of TEN DOLLARS ($10.00), and other good and valuable consideration, the receipt of which is hereby acknowledged, ORCAS HOMES, LLC ("Grantor") grants, conveys, and warrants to the CITY OF TUKWILA, ("Grantee") for the purposes hereinafter set forth, a perpetual easement under, across, and over Owner's/Grantor's Parcel, a legal description of said easement being attached hereto as Exhibit'B' and as depicted in Exhibit'C', which are attached and incorporated herein by this reference. Page l of 8 3. Purpose of Easement. The Grantee shall be entitled to use the easement under, across, and over Owner's/Grantor's Parcel in perpetuity for the purpose or purposes of: Construction, maintenance, and use by the Public of Public Sidewalk, Street Lighting and Utility Easement Area. 4. General Provisions. A. Access. Grantee shall have the right of access to the easement under, across, and over the Property to enable Grantee to exercise its rights hereunder. B. Indemnification. Grantee shall hold the Grantor harmless from all costs, claims, or liabilities of any nature, including attorneys' fees, costs, and expenses for or on account of injuries or damages sustained by any persons or property resulting from the negligent activities or omissions of the Grantee resulting from this easement. Grantor shall hold the Grantee and its officers, agents and employees harmless from all costs, claims or liabilities of any nature including attorneys' fees, costs and expenses for or on account of injuries or damages sustained by any persons or property resulting from the negligent activities or omissions of the Grantor, or Grantor's agents or employees resulting from this easement. C. Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this instrument arising out of or pertaining to this instrument or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceeding"), and any appeals and collateral actions relative to such a Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such Proceeding from the non -prevailing party, in addition to such other relief as may be awarded. D. Binding Effect. This instrument shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The easement created by this instrument shall be appurtenant, shall touch and concern the real property identified as Owner's/Grantor's Parcel, and shall run with the land. Page 2 of 8 E. Applicable Law. This instrument shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this instrument shall be exclusively within the state or federal courts of King County, Washington. F. Entire Agreement. This instrument contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by both parties. G. Waiver. Any waiver by a party of a breach of any provision of the agreement contained within this instrument by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. H. Severability. If for any reason any portion of this instrument or any agreement contained herein shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this instrument or agreement and the remaining portions of the instrument shall remain in full force and effect. I. Notices. Any notice required or desired to be given under this instrument shall be deemed given if it is in writing and actually delivered to the party, or sent by certified mail to the address listed below for that party: City Clerk ORCAS HOMES, LLLC City of Tukwila 3401 Rainier Ave South, Suite B 6200 Southcenter Boulevard Seattle, WA 98144 Tukwila, WA 98188 Page 3 of 8 MC,A6 f -kAV t'i C ,- 01 20/�C Property Owner / Grantor Date STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that � 0 3 (�Y-2-7- )-'4 N Wa IN the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the of ORCAS HOMES, LLC, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated �{' 2S J761 u�u�wnp�� V F. Notary Public in and for the State of Washington residing at oy' 2 �Nc My appointment expires / /cV ' 6, 20 (O Page 4 of 8 DATED this day of 2014. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: City Clerk STATE OF WASHINGTON ) ss. County of King ) Approved As To Form by City Attorney On this day of , 2014, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name Notary Public in and for the State of Washington, residing at My appointment expires Page 5 of 8 °EXHIBIT'A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. Page 6 of 8 - r EXHIBIT'B' LEGAL DESCRIPTION OF SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT A PORTION OF THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING O THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL, POINT OF BEGINNING; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23°08'12"E 123.23 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°49'28"E 315.20 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S52°28'30"E 2.87 FEET; THENCE, ALONG A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS N8903757"W 10.00 FEET, THROUGH A CENTRAL ANGLE OF 127°09'27" WITH A DISTANCE OF 15.71 FEET; THENCE, N52°28'30"W 12.29 FEET; THENCE, N45°49'28"W 312.61 FEET; THENCE, S23°08'12"E 117.02 FEET; THENCE, S89°40'03"W 10.85 FEET, TO THE POINTOF BEGINNING. Page 7 of 8 r , ' ' EXHIBIT "C" DEPICTION OF SIDEWALK, STREET LIGHTING AND UTILITY EASEMENT I i I I i I I I I I I I I I I 10.85' S89°40'03"W I I I NR9°40'03"E 294.96' i iL- 30 _ Via• LOT 4 i zry� (36,949 SQ. FT) \ \ o0 \N \ \ N 15' SEWER EASEMENT I — I �o \ �— — — — — — — N89°40'03"E 223�78— - - — — � 24.0' I 24.0' \ \ LOT 3 I I (9,901 SQ. FT) � o ,I I \ I cI N89°40'03"E 172.31' N 10' SIDEWALK, STREET LIGHTING & UTILITY EASEMENT I NTS Page 8 of 8 10' PVT. SEWER 1 N W I EASEMENT o o I LOT 2 I" W v N J I (7,328 SQ. FT) I N N89°40'03"E 120.83' I 1.0' TRACT A \ 2� I WILDWOOD COURT \?\ VOL. 72, PG. 95 \ LOT I C7 \ (6,967 SQ. FT) p'92 ry \ 12.29' N52°28'30"W I \ \ �'s 20• \ I \ I \ R=10.00' \ D=12L=17 7°09'27" 8' \ S'2 \ °28'30"E � S5 \ I I I ROW DEDICATION (90 SQ. FT.) ` Return Address: City of Tukwila City Clerk 6200 Southcenter Boulevard Tukwila, WA 98188 ,-A V )✓> , (s C,t �� ?l"6 - ( &(I_ b36L 1 In G,.`►�.�c� Above this line reserved for recording information DEDICATION OF RIGHT-OF-WAY Grantor: ORCAS HOMES, LLC Grantee: City of Tukwila, a Municipal Corporation of the State of Washington Document Reference Number(s): N/A Section/Township/Range: SWIA of the SW1/4, Sec. 15, T23N., R4E., W.M. Assessor's Tax Parcel Number: 1523049071 THE GRANTOR, ORCAS HOMES, LLC, for and in consideration of the sum of TEN DOLLARS ($10.00) in hand paid, and other good and valuable consideration, receipt whereof is hereby acknowledged, does by these presents hereby conveys, and quit claims to the City of Tukwila, a Municipal Corporation of the State of Washington, for any and all municipal purposes as GRANTEE, the following described real estate, situated in the County of King, State of Washington including any after acquired title: SEE EXHIBITS `A', `B', AND `C' ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. Page 1 of 6 dd-cA's- 4weS W, Property Owner / Grantor Date STATE OF WASHINGTON ) )ss. COUNTY OF KING ) I certify I have know or have satisfactory evidence that Jf 0-BmT 6-& • is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the of ORCAS HOMES, LLC, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated j7d 7,01 L( JT �L/at�' V F1,,— a4V`4Ciy"Y PU8l�G s,��;• c1 �y` _ Notary Public in an.4 foe State of Washington residing at �},'••, e°s My appointment expires I�! 26 20110 � w �• , '''����N4►ium S�N►``p Page 2 of 6 DATED this day of 2014. GRANTEE: CITY OF TUKWILA Mayor Attest/Authenticated: City Clerk STATE OF WASHINGTON ) ss. County of King ) Approved As To Form by City Attorney On this day of , 2014, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jim Haggerton, known to me to be the Mayor of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. print name Notary Public in and for the State of Washington, residing at My appointment expires Page 3 of 6 EXHIBIT `A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. Page 4 of 6 EXHIBIT `B' LEGAL DESCRIPTION OF RIGHT-OF-WAY DEDICATION A PORTION OF THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL; THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23°08'12"E 123.23 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S45°49'28"E 315.20 FEET; THENCE, CONTINUING ALONG SAID EAST MARGIN, S52°28'30"E 2.87 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, S52028'30"E 20.13 FEET; THENCE N00°22'03"E 20.13 FEET; THENCE, ALONG A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS N89°37'57"W 10.00 FEET, THROUGH A CENTRAL ANGLE OF 127009'27" WITH A DISTANCE OF 22.19 FEET, TO THE POINT OF BEGINNING. Page 5 of 6 EXHIBIT "C" DEPICTION OF RIGHT-OF-WAY DEDICATION I N \ N� \\ LOT 4 \ \ (36,949 SQ. FT) / \ \ I 15' SEWER EASEMENT I \ I — — — — — — — — — — — — — — — — — I I -----------------T 24.0' I 24.0' \ I \ LOT 3 I I I (9,901 SQ. Ff) O \ 10' PVT. SEWER W I EASEMENT f ` \ \ LOT 2 I Q \ (7,328 SQ. FT) I JCL I \ \ 1.0' TRACT A T \ \ WILDWOOD COURT • L \ \ VOL. 72, PG. 95 \ LOT 1 Cy) (6,967 SQ. Ff) 99" R=10.00' I \ 7*0 D=129'27" I 10' SIDEWALK, STREET LIGHTING \ ?O" \ 20.13' & UTILITY EASEMENT \ 1 N00°22'03"E I I � II2.87' S52°28'30"E \20.13' S52028'30"E I I ROW DEDICATION (90 SQ. FT.) ` \ NTS Page 6 of 6 December 20, 2013 Ms. Jaimie Reavis City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 RE: Landfair, 4-Lot Short Plats 14062 33`d Avenue S. and Landfair 2, 4-Lot Short Plat, 4237 S.160t" Street Dear Jaimie: Job No.1774-006-013 Thank you in advance in facilitating a meeting to discuss the above -referenced projects with the Community Development Department in hopes of coming up with a better overall project for both the City of Tukwila and the new Developer (Bob Dunbabin) who recently purchased these projects, In essence, we are trying to determine what options may be available that would provide us some flexibility in meeting the codified development standards while allowing us to fully develop both of these projects now. Under the current approvals, both projects are ready to be completed as 4-lot short plats, with no requirement to install frontage improvements or public roadways. Also, both projects contain one larger lot that is set up for a subsequent short plat in the future. Under the current municipal code, the developer would have to hold the excess property for a period of 5 years before filing another short plat application to permit the additional lots, again without installing any frontage improvements. We are looking for a way that would expedite the development process while working with the City to provide needed infrastructure, which may be of greater benefit to the City than the standard frontage or public road improvements. The following narratives explain both projects in more detail and include our request I've also included a couple of exhibits for your reference. Landfair 2.4-Lot Short Plat, 4237 S 1601" Street We would like to permit the development on one additional lot (Lot 5) on the western portion of Lot 1. We understand that this additional lot would cause the project to exceed the maximum number of lots on a private road. While technically, this lot would front onto S 160th Street, it would not be able to take physical access off of S 160th Street due to the topography along the property frontage. ESM Federal Way 33400 Bth Ave S. Ste 205 ESM Everett 1010 SE Everett Mall Way. Ste 210 Civil Engineering Land planning Federal Way, WA 96003 Everett. WA 98208 Land Surveying Landscape Architecture 253.838.6113 1 1 425.297.9900 let 30 Laser Scanning 015 800. 345.56 4 toll free 866.415.6144 toll free www.esmcivil.com 253.639.7104tax 425,297.9901 fax Ms. Jaimie Reavis December 20, 2013 Page 2 In exchange for allowing Lot 5 to access off of the private roadway, we are proposing to widen the private road surface a distance of 4' to the north and install grasscrete, or similar pervious pavers along Lots 1 and a portion of Lot 5. In addition, we are also proposing to grant a T-wide private easement between Lots 1 and 5 so that a 5'-wide, private walkway can be constructed from the private roadway to S 160 h Street (see attached Exhibit 1). This walkway meets the need to provide safe pedestrian access from these homes to the adjacent street We understand that in order to achieve this greater density, the current short plat application will have to be withdrawn and a new application for 5 lots must be submitted. Since the current application has been approved, and the changes we are proposing are minor in nature, we are hoping you can help us by providing expedited processing of this new application, and applying the permit fees paid to date toward this new application. Landfair. 4-Lot Short Plat 14062 33fd Ave S For this project, we would like to increase the overall density from 4 lots to 7 lots by submitting a new short plat application for Lot 4 of the current short plat This would result in creating 3 additional lots, so that the original property would include a total of 7 lots. We understand that the current municipal code includes restrictions on further subdivision of a short plat, and the processing of contiguous subdivisions. These items are addressed below with their specific code citations: 17.12.050 Limitations on further subdivision Any land subdivided under the requirements of this chapter shall not be further divided for a period of five years without following the procedures for subdivision, except when the short plat contains fewer lots than allowed for a short plat, in which case an additional short plat may be approved if the total number of lots within the boundaries of the original short plat does not exceed nine The total number of lots within the boundaries of the original short plat is 7; therefore this limitation does not apply to the project. 17.12.060 Contiguous short plats No application for a short plat shall be approved if the land being divided is held in common ownership with a contiguous parcel which has been divided in a short plat within the preceding five years and the total number of lots created in both short plats would exceed nine When the total number of lots exceeds four but. is less than ten, the paving, curb, gutter and sidewalk shall be provided perTMC 17.20.030C.6.c(1). There is contiguous ownership between these two short plats; however, the total number of lots within the boundaries of the original short plat is only 7. Based on this code provision the new short plat application does not have to be delayed 5 years, but will be required to install frontage improvements. If we understand these code provisions correctly, the short plat of Lot 4 would be conditioned to include the installation of standard frontage improvements for approximately 126 linear feet on 3e Place S and 153 linear feet on 33ro Ave S. 77 A�\ "I * ;- " N-- - , :.-, :� P, -A La SIZI Fn f (6A25 SQ.. 0 wo m8aeff no v "z-w IIme pft dn NN EAMW LOT 3 (q,gol so, Fr) N, WWI= ILA- LOT 2 (7.3n SQ. FT) :4 Aam. -71 i-It T 1 (7,057 SQ. FQ N \A NN PLAN k. HCMZMTAL GKPPM GLE 20 IQ a 10 20 x I kb - 20 fL �/f / LEGeD PROPERTY UNE EASOM ROW convam REFERENCE SHIFTNO. sm SHEE7 i OF RDW/AWkMT PROPERTY UNE ASPHALT PAMW 00 to 0 (Lou z TAX PARCEL NUMBER OWWR INFOFW710N CONSULTANTS CAD HMH CIVL. 2415 - 62ND AVE SE Pm LLC MOM IMAND. INA M40 5130 - S. 15601 LANE 399-5973 SENTAr, INA 98188 (200 2M-6 cONTAM mAN PAAPL P.F- E7)4t=,,-;,Tima 7 (BY \ N d SW1/4, SEC. 15-T23N-R4E, W.M. I t 1 I 1 I I I 1 ' IlldP'4007'Y ADi.%'\ I r 1 cT1•L..� - S^ ��. \ J�•. '� •c'G' ` ♦ ,�n..,' 'S'sC _ •-__---.-- '__ "PROP, ---, R61 ._ --------- --- _ FAi1SN7 `\ , y ` �� `� +�t��Jo�1�.• o�tt�, _� SOT �-` ,,- _ • , ` - I EX ,� Ate' V♦' �t11-� �it,SE.3itil2/1�- ' _ ,9a9' ^ ','' A a 1? } r IGA1z IX GARAGE O BEOENO(1M' \ {\ �♦ , . ' ` t / �S`b i ra✓� ^ ^ (tst z zs'N x,10'p) ': P . 10' PRUMr ` w'r y,. "L �' LOT 3 `n� S �A: ds" 14Fr901 SQ. FT')I "----fiY �. t1 \\ X AUggp•O.i1+ 1723P iIYSt k 7.biY Y 30ti J -- COT 2 L I �' 1 \ ♦ / �i \ (7 328 SQ. FT) to lC \ \� �� r ARR•aD1IrF II1LC.T'u P SLOT 1 f � F (7,057 SQ. Fh TO BE CONS'MMTED AT 13 AM NG PERWT 3 Q FR7 M APPROXHUTE INKLING MUM LAGTON n® PROPOSED ASMMI MEWAY• © PROPOSED GRAVE. STM (IM k ZW k 0.6•0). © PROPOSED OISPp2SON TRENCH PER DUAL I M S UT F fF F HORIZONTAL GR PNC SCALE 2D 10 0 10 70 I ? V CALL 48 HOURS BEFORE YOU DIG 3 1-800-424-5555 i 1 NOTES- ry L sEt 41EET CV FOR UR1LD. g : COMRACTOR SHAU MD VEXYY ALL (RAGES FPo°R TO COMMX M 1 a SEE 9RET SNI FOR STANDARD OTT OF V"U CONSTRLICTON NOTES. & SEE SHEET U71 FOR SEW. WATER SERNCE LINE. AND DINER VAt71ES FLAN. �' "��• y 1 S FUTURE HOUSE FOOTDIO NEED TO BE A UDALOY OF 10 FEET IR M PROPOSED °HSFE" y7 L! 3' f / •. f ` / W F7 NT YE DO DAP OR PLUG VOW 9ERF07tAlEp RPE O O.Dk i i ! NOTCHED G I i d A A .Si.01 _ CaLF V . ]kv Gp c 5 SORA PPE o 142 uAV. i I Rom FO0 i i < 1 � F)TSToom BEND E fEEOED-, FIAT MESH SLR NIS �t EE y p4• +' � GALVANIZEDtUl— i:4 � f7 4--.. 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DONOTDONS 5g0 70 ENSURE 70 FNSLQ GRACE BOARD RFLAD'G LEVEL. r,B ac r BOMADE M NOTCHES 1' DON TRENCH DETAL c $MrD NONE SIr -- — -- — -- — -- LEGEND S. i6am- PROMTY UNE n7W9 43 — EASEMENT �7 -— 1 Row aNIERME� ROW/ADAACW PROPERTY LINE 0 P ASPHALT PAVOMY - — -- — -- CONCREW PAVEUEXT bir CRASSCRETE PAVDAEN7 ------------ &GMG HOUSE ? r�!ig- T''t, N 70 REMAIN W5� LOT 1 LOT 1-: V,24SQ. a 6t vcswn FL- OFF Of' e-VIS14,13 re_, s .4 1�a EAR • rA. 5jAe%j-Ak eAsemenf- opa Lof- Or ----1N-StAU- A' CWAW>C.V-Erb e- J�a+lprv%# E5Mr To Fir. 7 EL TO BE —EXGA RAGE AGE M BE DBVJM "IF LO . LOT (7—,75D 2 (7,7Z o I sQ. TAX PARCEL NUMBER ff FoT m aE QWNM INFORMATION -CONSULTANTS CHUM 24AD15 - 6W AVE SECNL! MERCER HAND, WA 9BO40 mm me -- — ------ (205) 399-5973 51M - & t6blH LANE SEATAQ WA 9SUID 2 T"L 2D (206) 229-r#422 :M 5 1 CONTACT; MAN WAK RE kh - 2D It. MIX DATE BY REVISSIONDESCRKM JOB ND, EWE DATE Ra%mNm R12500 L 11-24 2013 LANDFAIR 2 SHORT PLAT SHET NO. DEWDIR)m H. H. PHM — 4237 - S. 160TH STREET sm DWm W., M H. K PM5M ftuth LWth 1�w SWT-�WA 90168 TUKWILA, WA 98188 T MQ) 2294422 se rt� OF SITE PLAN I .. .. . ............. t LEGEND ".1110 r i S. 160TH STFLEET PROPERTY UNE , —'�.E - A11 I a " — — — — — — — EASEMENT 7 —21 .2ROW CENTMNE ROW/ADJACENT PROPERTY LINE PVT. ACCESS ROAD 7 mWay J-4 CMSVNG HOUSE TO REMAIN - TREE TO REMAIN.- --------- LOT 1 (18,06D SQ. Fr) 44 Z51 TO K EX., BE BE DEWaMED LOT 4.-� LOT 2 SQ. (7, 750 Lj�'3 1 (7,750 (7, 7* SQ, F.r) - 7), 1 TAX PARCEL NUMBER SHED TO BE PEliOUSHEDJ 537SWOD40 OWNER INFORMATION CONSULTANTS L- CAD HCUYEN IT CIVL: 2415 - 52ND AVE SE MERCER ISLAND, WA 98040 PK LLC ------ (206) 399-5973 5130 - S. 166M LANE HOWONTAL GRAPW SEATAC, WA SBIBB 2G to D to za (206) 2Z9-6422 I kb - 2o It CONTACT: HAN PHAN, P.E. NO. BATE BY AMION DESCRIPTION JDBNO. R2600 E DATE 1"2-2012 PRO, Lao I" Plaft - OW &gbceft S130 South 265th lore SWl. WA 93IN T (2DG) 229.6422 LANDFAIR 2 SHORT PLAT 4237 - S. 160TH STREET TUKWILA, WA98188 REFE RENCE WEND. sn DESKNED IIY: H. H. PHAN DRAWNW., H. H. PHAN CHECKED BY: SHEET Of PROU.MNOR: CONCEPTUAL SITE PLAN SHEETS City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director November 27, 2013 Mr. Ed Flanigan Fine Homes International Prudential RNT 3401 Rainier Ave Suite B Seattle, WA 98144 RE: Landfair Short Plat Extension Request, Tukwila File #L 12-018 14062 33rd Ave S (parcel #152304-9071) Dear Mr. Flanigan: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on October 18, 2014. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431-3659 or by email at Jaimie.Reavis@TukwiIaWA.gov. Sincerely, Jack Pace, Director Community Development CC. Land Use Project File (PL12-019) JR Page 1 of 1 01/19/2018 C:\Users\Jaclyn-A\Downloads\Extension L12-018 Landfair Short Plat.doc 6300 Southeenter Boulevard, Suite 9100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 (lqqwkYj Prudential Ed Flanigan Fine Homes International Prudential RNT 3401 Rainier Ave Suite B Seattle, WA 98144 Dear Jaimie Reavis, Prudential RNT Real Estate 3401 Rainier Avenue S, Suite B Seattle, Washington 98144 Bus 206 322-3325 Fax 206 322-3315 www.prudentialrnt.com RECEIVED NOV 2 5 2013 0VVkLUPMbN F November 22, 2013 In reference to the Landfair Short Plat at 14062 33RD Ave South, please consider an extension for the preliminary approval due to the fact the new owners were unaware of the expiration date of October 18u'. We are currently under construction of sewer extensions in cooperation with Valley Vue Sewer District in Tukwila. I'm mailing a copy of this letter as well. Thank you for your assistance. Sincerely, Ed Flanig, Q An independently owned and operated member of Prudential Real Estate Affiliates, Inc. City ®f Tukwila J„ n Haggerton, W2, Department of Community Development Jack Pace, Director NOTICE OF DECISION October 18, 2012 Mr. Han Phan, PE 5130 S. 166th Lane SeaTac, WA 98188 RE: Short Plat L12-018 PL12-019 (Land Use Project Number), PRE12-003 (Pre -Application Number) 14062 33rd Ave. S. (tax parcel # 152304-9071) Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (Tukwila file number L12-018), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. JR Page 1 of 6 10/05/2012 4:26:00 PM HAShort Platsu.andfairWOD L12-018 PL12-019 Landfair Short Plat.doc 6300 Southeenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Tax: 206-431-3665 PRELIMINARY APPROVAL CONDITIONS 1. Add short plat file number to L12-018 to all sheets of the short plat survey. 2. Please remove the email address from all sheets of the short plat survey. 3. Provide name and phone number of the owner on the short plat survey. 4. Indicate tax parcel number as part of old legal description and provide a diagram showing old parcel A and B (or are they describing the same area?). The legal description on the survey is difficult to read and is the same description as the one on the King County Department of Assessments website. Please revise the survey to include a new metes and bounds legal description for each lot (it appears those shown were copied verbatim from the King County Assessor webpage and/or the title report). 5. Please be aware that King County Department of Assessments is showing a lot size of 51,836 for this parcel. The area of the parcel indicated on the short plat survey is 61,235. 6. The 236,949 square foot area of Lot 4 on survey map sheet 3 of 3 is incorrect and needs to be revised. The square footage provided for Lot 4 in the lot closure report is 36,947. 7. Provide callout explanation of Tract A Wildwood Court 1.00'wide, including the King County recording number. 8. If the existing house on future lot 4 is going to remain, septic system needs to be abandoned per King County Environmental Health Department and the house shall be hooked up to Valley View sanitary sewer. 9. The existing house to remain on Lot 4 shall have a paved driveway and adequate parking area since existing garage will be removed. TMC section 18.56065 Residential Parking Requirements requires two off-street parking spaces for each dwelling unit which contains up to three bedrooms. Show paved driveway and parking area on civil plans submitted as part of the Public Works permit. 10. A note shall be added to the plat survey that all future homes shall have a fire sprinkler system installed. 11. The final grading plan must show a flat area below any second story rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 12. Applicant shall apply for Transportation Concurrency Test and pay $300.00 fee to Public Works. 13. Applicant shall obtain permit from Public Works and/or utility providers to install utilities (sanitary sewer, water, power/telecom., etc.) to serve future lots. Short Plat L12-018 JR Page 2 of 6 10/05/2012 4:26:00 PM H:\Short Plats\Landfair\NOD_LI2-018_PL12-019_Landfair Short Plat.doc 14. Add survey notes: basis of bearing, statement of equipment/procedures. 15. Plan sheet 2 of 6 illustrates that no trees will be removed from steep slope sensitive areas. Tree removals shall be limited to those trees identified with an 'Y' as to be removed. All other trees shall be protected during construction. Tree protection measures shall be installed and inspected prior to the start of work on any permit. 16. Please add the addresses assigned to the new lots to the short plat survey map as shown below, and as shown on redlined survey sheet 3 of 3. • Lot l: 14076 33rd Ave S • Lot 2: 14070 33rd Ave S • Lot3: 14066 33rd Ave S • Lot 4 (existing address): 14062 33rd Ave S 17. Show the true point of beginning to Sheet 3 of 3, per redlined note. 18. Pavement mitigation fee applies to future Public Works Permit, if street pavement is open cut. City does not allow pavement cuts in pavement that is three (3) years old or newer, except by written approval form the Public Works Director. See Pavement Mitigation Bulletin no. A3 — enclosed. 19. Transportation Impact Fee applies to the future Building Permit(s). See Pavement Mitigation and Transportation Impact Fees Bulletin no. A3 — enclosed. 20. Transportation Concurrency Test Fee applies to the future Public Works Permit — see enclosed application and fee schedule. Transportation Currency application and fee shall be submitted prior to final short plat approval. 21. Civil site plans shall be designed per City Of Tukwila standards, details, and specifications. Provide site development plan with Public Works permit submittal. Plans shall be signed and stamped by a Washington State Licensed Engineer. See red -lined Civil plan sheet — enclosed. The Development Guidelines and Construction Standards manual is available at the Public Works Department and on the City Web Site at http://www.tLikwilawa.gov/. 22. Pursuant to the Tukwila "underground ordinance," all utilities shall be placed underground. 23. Separate easement documents and maintenance agreements for any common infrastructure (utility lines, access roads/driveways) shall be submitted to PW for review and approval prior to final of PW infrastructure permit. 24. There is no shared access drive proposed with this project. Plans show that each lot will have its own driveway off 33rd Ave S. A driveway to each lot shall be constructed as part of the building permit submittal. Short Plat L12-018 JR Page 3 of 6 10/05/2012 4:26:00 PM H:\Short Plats\L.andfair\NOD L12-018 PL12-019 Landfair Short Plat.doc 25. The garage on Lot 4 does not meet side yard setback requirements. A demolition permit has been approved for removal of the garage. The garage demolition shall receive final approval prior to final short plat approval. 26. Extension of the sewer and water lines to the lots shall be approved by the appropriate utility and conform to the Landfair Short Plat Civil Plans dated June 2012. As -built plans shall be provided to the Public Works Department prior to final approval. 27. Install all required site improvements, including those proposed in the application and those identified above as conditions of approval. You will need to obtain all required permits prior to beginning any construction. For water and sewer permits, contact the individual provider District. For City of Tukwila utilities, contact Tukwila Public Works at (206) 433-0179 for a Public Works (PW) type `C' permit for approval. A Street Use will be part of this permit and require bonding, insurance, and a Hold Harmless Agreement for work within the Public Right -of -Way. 28. Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval. The surveyor's original signature must be on the face of the plat. 2. Existing and proposed legal descriptions for all lots. 3. Separate easement document with legal descriptions for any common access/utility infrastructure. 4. Redlined changes as indicated on Sheets 1, 2, and 3 of the short plat survey. APPEALS This short plat approval decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS may raise such issues as part of the appeal. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (l 1jo8/2012). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. Short Plat L12-018 1R Page 4 of 6 10/05/2012 4:26:00 PM HAShort Plats\LandfairrWOD_L12-018_PLI2-019_Landfair Short Plat.doc 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. S. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by October 18 2013, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. Short Plat L12-018 JR Page 5 of 6 10/05/2012 4:26:00 PM H:\Short Plats\Landfair\N0D_L12-018_PL12-019_Landfair Short Plat.doc After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. If you have any questions about this matter please direct them to the project planner, Jaimie Reavis, at (206) 431-3659 or Jai nl.ie.Reay.is@Tukw:ilaWA.2ov. Sincerely, J k Pace Chair, Short Subdivision Conunittee cc: Bob Giberson, Public )Yorks Director (please initial your approval) Nick Olivas, Fire Chiec(please initial your approval) Landfair LLC, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division Short Plat LI2-018 JR Page 6 of 6 10/05/2012 4:26:00 PM H:\Short Plats\Landfair\NOD_Ll2-018_PL12-019_Landfair Short Plat.doc eity q J uhw& Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Jaimie Reavis HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non -Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Determination of Significance & Packet Scoping Notice Board of Appeals Agenda Notice of Action Packet Planning Commission Official Notice Agenda Packet Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times X Other: _ Classifieds Notice of Decision Mail: Gail Muller Classifieds _ PO Box 70 - Seattle WA 98111 Was mailed to each of the addresses listed/attached on this 18 day of October in the year 2012. Sent by mail to KC Assessor and applicant; by email to DOE. Project Name: Landfair Short Plat Project Number: L12-018; PL12-019 Mailing requested by: Jaimie Reavis Mailer's signature: . HAShort P1atALandfaiANOD_Affidavit of Distribution_Landfair Short Plat_L12-018_PL12-019.doe • City of Tukwila Jim Haggerton, Mayor • Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION July 3, 2012 Mr. Han Phan, PE 5130 S. 166 b Lane SeaTac, WA 98188 Subject: Landfair Short Plat Application L12-018 / PL12-019 Dear Mr. Phan: Your application for a four -lot short plat for the property located at 14062 33`d Ave. S. in Tukwila (parcel # 152304- 9071) is considered complete on June 3, 2012 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to call me at (206) 431-3659 with any questions. Sincerely, Jaimie Reavis Assistant Planner cc. L12-018, PL12-019 JR Page 1 of 1 07/03/2012 HAShort Plats\Landfair\L12-018_PL12-019_Complete_Landfair Short Plat.doc 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax: 206-431-3665 RECEIVED JUN 2 9 20121 Lot Closure Report - Lot : LOT 1 �9P-M,kYNT --------------------------------- --------------------------------- file- H:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\01- SP12134.msj\lc_ LOT l.txt Thursday, June 28, 2012, 8:04:33a.m. Starting location (North, East) _ ( 5599.00, 1642116.32 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End -Northing End Easting ------------------ ------ ----------------- 1 Line N89040103"E 120.83 No 5599.70 1642237.15 2 Line S00022103"W 113.68 No 5486.02 1642236.42 3 Line N52028'30"W 23.00 No 5500.03 1642218.18 4 Line N45049128"W 142.02 No 5599.00 1642116.32 Ending location (North, East) _ ( 5599.00, 1642116.32 ) Total Distance 399.53 Total Traverse Stations 5 Misclosure Distance < 0.001000 Error of Closure 1:INFINITY Frontage 0.00 Frontage/Perimeter 0.0 percent AREA : 7056.562 sq. ft. 0.161996 Acres *********** 1 RECEIVED Lot Closure Report - Lot : LOT 2 JUN 2 9 20121 --------------------------------- COMMUNiTf file- H:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\01 DEVELOPMENT - SP12134.msj\lc_ LOT 2.txt Thursday, June 28, 2012, 8:10:57a.m. Starting location (North, East) _ ( 5648.70, 1642065.17 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length Front End —Northing End Easting ------------------ ------ ----------------- 1 Line N89040103"E 172.31 No 5649.70 1642237.47 2 Line S00022'03"W 50.00 No 5599.70 1642237.15 3 Line S89040'03"W 120.83 No 5599.00 1642116.32 4 Line N45049128"W 71.32 No 5648.70 1642065.17 Ending location (North, East) _ ( 5648.70, 1642065.17 ) Total Distance 414.46 Total Traverse Stations 5 Misclosure Direction N88011'09"W (from ending location to starting location) Misclosure Distance 0.01 Error of Closure 1:57871.9 Frontage 0.00 Frontage/Perimeter 0.0 percent AREA 7327.781 sq. ft. (straight segment added to close traverse) 0.168223 Acres *********** 1 M Lot Closure Report - Lot : LOT 3 file- H:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\01- SP12134.msj\lc_ LOT 3.txt Thursday, June 28, 2012, 8:12:59a.m. Starting location (North, East) = ( 5698.40, 1642014.01 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing End Easting ------------------ 1 Line N89040103"E 5699.70 1642237.79 2 Line S00022'03"W 5649.70 1642237.47 3 Line S89040103"W 5648.70 1642065.16 4 Line N45049128"W 5698.40 1642014.01 RECEIVED JUN 2 9 20121 COM1111"'A DEVELOPM Length Front End Northing 223.78 No 50.00 No 172.31 No 71.32 No Ending location (North, East) = ( 5698.40, 1642014.01 ) Total Distance : 517.41 Total Traverse Stations : 5 Misclosure Direction : N84°16'39"E (from ending location to starting location) Misclosure Distance : 0.00 Error of Closure : 1:181167.9 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 9901.589 sq. ft. (straight segment added to close traverse) = 0.227309 Acres *********** U RICIEWE® JUL 0 3 2012 KWU OU DIM R0 Lot Closure Report - Lot LOT 4 file- H:\Jobs\!2012\12134 TL Seatac BT\_Survey\DWG\SP1\01- SP12134.msj\lc_ LOT 4.txt Thursday, June 28, 2012, 8:16:47a.m. Starting location (North, East) = ( 5832.99, 1641943.70 ) (In the table below, the Length of Curves refers to the chord length. and the Bearing of Curves refers to the chord bearing.) Leg Segment Bearing Length End Easting ----------- ------- ------ 1 Line N89040103"E 294.96 5834.70 1642238.65 2 Line S63032157"E 34.04 5819.54 1642269.13 3 Line S26027'03"W 51.47 5773.46 1642246.20 4 Curve S13024139"W 35.20 1642238.04 ARC= 35.50, RAD= 78.00, DELTA= 26°04'49" BC_TO_RAD= S63032'57"E RAD TO EC= N89037146"W SUBTRACT_ ARC_ AREA = 47.32 5 Line S00022'03"W 39.52 5699.70 1642237.79 6 Line S89040103"W 223.78 5698.40 1642014.01 7 Line N45049128"W 30.53 5719.68 1641992.11 8 Line N23008112"W 123.23 5833.00 1641943.69 RECEIVED JUN 2 9 20121 'Ip4lMl�M�( OeVE GNT Front End Northing ----- ------------ No No No No No No No No Ending location (North, East) = ( 5833.00, 1641943.69 ) 5739.22 Total Distance : 833.03 Total Traverse Stations : 9 Misclosure Direction : S47°42'06"E (from ending location to starting location) Misclosure Distance : 0.01 Error of Closure : 1:133969.6 Frontage : 0.00 Frontage/Perimeter : 0.0 percent AREA : 36947.387 sq. ft. (straight segment added to close traverse) = 0.848195 Acres 1 CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6493485 Reference No.: LLC / Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 14062 33rd Avenue south Tukwila, Wa 98168 NOTE : DOCUMENT RECORDING FEES AS OF APRIL 16, 2012 Recording charge for a RESPA transaction (all transfer and loan documents): RESPA Residential Sale and Purchase $172.00 RESPA Residential Loan/Refinance $100.00 RECORDING CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. Note: Recording charge (per document) for a Non-RESPA transaction: First page of document $63; $1 for each additional page NOTE: Part of the RESPA Rule to Simplify and Improve the Process of Obtaining Mortgages and Reduce Consumer Settlement Costs requires the settlement agent to disclose the agent and underwriter split of title premiums, including endorsements as follows: Line 1107 is used to record the amount of the total title insurance premium, including endorsements, that is retained by the title agent. Ticor Title Company retains 88% of the total premium and endorsements. Line 1108 used to record the amount of the total title insurance premium, including endorsements, that is retained by the title underwriter. Chicago Title Insurance Company retains 12% of the total premium and endorsements. END OF SCHEDULE B Chicago Title Rat � 1 6 WHEN RECORDED RETURN TO LANDFAIR, LLC 14062 33RD AVENUE SOUTH TUKWILA, WASHINGTON 98168 0 0 zm1z!nn05m70046�nfoq�9�a '� CHICAGO TITLE PAGE COUNTY, WA 2439 5/07/2012 14:21 KING COUNTY, WA TAX EE2,141.00 SALE $120, ee0.00 PAGE-001 OF 001 CHICAGO TITLE COMPANY 1341368 STATUTORY WARRANTY DEED THE C RANTOR(S) TELISA M, STEEN, JORGEN E. STEEN AND MARY E STORY, FORMERLY MARY E. STEEN STORY, WHO ALSO APPEARS OF RECORD AS MARY E. HAMMARGREN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL A. MARY E. STORY, FORMERLY KNOWN AS MARY E. STEEN STORY AND DEMAREE L STORY, HUSBAND AND WIFE AND TELISA M. STEEN, JORGEN E. STEEN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL B. for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to LANDFAIR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County Of KING State of Washington: PARCEL A THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 855 FEET; _ THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SEE ATTACHED DESCRIPTION EXHIBIT "A' ATTACHED HERETO AND MADE A PART HEREOF: Tax Account Number(s): 152304-9071-07 LL Dated: MAY 1,2o1z 6;Ei J SiSMed 1-\ COlIA'kl i TELISA M. STEEN _LP810/KLC/052006 Ordt*isfs493485foptbs'pl4CQ@lg2Qpv2@6ORWp469inate general location of the prpgq*slv&l*ut actual survey a(j0dhb do®paq!hjqgjms F4ih&dit)5022V2ftpio10v3*:4@ gr$T STATE OF WASHINGTON SS COUNTY OF ON THIS DAY OF 20_ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TELIS M. STEEN KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON STATE OF WASHINGTON SS COUNTY OF ON THIS DAY OF 20_ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JORGEN E. STEEN KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED AND SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON STATE OF WA RGTON SS COUNTY OF ON THIS DAY OF 2 W BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AID FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED MARY E. STORY KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NO IGNA PRINTED NAME NOTARY PUBLIC -)IN AN,p FOR THE STATE F WASHING1�4iAt RESIDING AT •�C,^�� ij p !q�>>. __ MY COMMISSION EXPIRES ON NOTARY RDA 091100 0rd&is64t3it&5foE)dr.rK(he$1421pp+2(k5OW*p469nate general location of the pip ' _Ovpfl*ut actual survey aG#(jhtiedop"efijqqjWs ftititibdit35' @ @¢$gio";gr� 3>IP4�ST NOTARY JURAT FOR STATUTORY WARRANTY DEED TO LANDFAIR LLC STATE OF WASHINGTON, COUNTY OF KING BB. ON THIS DAY OF t , 26,�, BEFORE ME PERSONALLY APPEARED DIANE S. MANSO TO ME KNOWN t BE THE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AS ATTORNEY IN FACT FOR DEMAREE L. STORY AND ACKNOWLEDGED THAT SHE SIGNED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED AS ATTORNEY IN FACT FOR SAID PRINCIPAL FOR THE USES AND PURPOSES HEREIN MENTIONED, AND ON OATH STATED THAT THE POWER OF ATTORNEY AUTHORIZING THE EXECUTION'OF THIS INSTRUMENT HAS NOT BEEN REVOKED AND THAT SAID PRINCIPAL IS NOW LIVING AND IS NOT INSANE. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. dOTICRY SIGNATURE PRINTED NAME: NOTARY PUBLIC 7v;IJ��,R�ND R THE STATE OF WASHINGTON 11 ,i7 RESIDING AT �`'�v.. . MY COMMISSION EXPIRES OrdL*is64@3 95foDf MQe@1f 2pfv2050"Dp469nate general location of the ptP' $gjfl*ut actual survey a(KOobbedoBymFtiggims BRili4bds @ @O Fo":gl$ 9k��ST WHEN RECORDED RETURN TO LANDFAIR, LLC 14062 33RD AVENUE SOUTH TUKWILA, WASHINGTON 98168 OCHICAGO TITLE COMPANY 134IW8 STATUTORY WARRANTY DEED THE GRANTOR(S) TELISA M. STEEN, JORGEN E. STEEN AND MARY E. STORY, FORMERLY MARY E. STEEN STORY, WHO ALSO APPEARS OF RECORD AS MARY E. HAMMARGREN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCELA. MARY E. STORY, FORMERLY KNOWN AS MARY E. STEEN STORY AND DEMAREE L. STORY, HUSBAND AND WIFE AND TELISA M. STEEN, JORGEN E. STEEN, AS THEIR RESPECTIVE SEPARATE ESTATESAS TO PARCEL B. for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to LANDFAIR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING State of Washington: PARCELA. THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAD SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL UNE OF SAID SOUTHWEST QUARTER OF THE SEE ATTACHED DESCRIPTION E%HIBIT'A' ATTACHED HERETO AND MADE A PART HEREOF: Tax Account Number(s): 152304-9071-07 Dated: MAY 1. 2012 MARY E. STORY 052006 STATE OF WASHIIJgTON SS COUNTY OF ON THIS D OF 20—ZAFORE ME, THE UNDERSIGNED, A 140TARY PUBLIC I F THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONAL A. EARED TELIS M. STEEN KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. T SIG AT���,:,_��rr;' PRINTED AME: ,L(/ :=1:`���:�. •�'�� NOTARY UBLIC I AND F THE STAT OF WIKSHINGTdN RESIDING x2dye o ��,9 • �,.y,• V ::r MY COMMISSION EXPIRES ON STATE OF W GTON SS COUNTY OF ON THIS DAY O , 20/ -BEFORE ME, THE UNDERSIGNED, A OTARY PUB*BED FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PPPEARED JORGEN E. STEEN KNOWN TO ME TO BE THE INDIVIDUAL(S) DAND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED AND SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGN E PRINTED N E: P $ NOTARY P LIC IN AND FO THE STATE 0 WAS G N RESIDING AT 15''� �_ ., •;. MY COMMISSION EXPIRES t. it STATE OF WASHINGTON SS COUNTY OF w�,; ON THIS DAY OF 20_ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED MARY E. STORY KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE ANDVOLUNTARYACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON NOTARY RDA OR100 0rd*is64@@11&5fopti,&-.MQ2@l42@t4Q5"pq4ginate general location of the pip$vpffeut actual survey aG#dbtedc)8)FajRhiqq#Ws ftihtbditE' 2 9Mho":4@ AWST CHICAGO TITLE COMPANY Escrow No.: 1341368 EXHIBIT A Title No.: 1341368 SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) - PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE .NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON.- escex/rde/0899 Ord&is649@k�&5foD�e;PKM@.( 1420ti3Q5Qy7Wp�nate general location of the pft&6ftut actual survey a(KkbbedDjjkp1RhiqqinWs fth4bdit35' 2 aftk010v3*:t'b3 pQ�ST 05/23/2012 14:28 IFAX -� MIRIAM 11001/007 • �r Recording Mall roe S HOLM, MOM=, dLEGAMM i ROTI P.S. Attorneys at par P.O. . 90 Renton, MA 90057-0090 am cum DOD !'I0f aS W=R JOW Y- S FW, Adadnistrator of the Estate of KA➢M VICTOR ft ® , Daceased, and Eweeutaa of the aatata of Maur WM STM. DeOaaaed, Ring F County Probate No. 26-4-027/0-3 Rom, for And in e0iffiai.derati0n of their distributive shares, convuye and quit claim the folloving described real 56 praparty situated in Riog county, 5i•ahingtod, to J� R. STBBM, as 4i■ separate estate, and pmy a- aymv. am har separate estate, as tenants-in- dohmoon, including any interest tberiin ahicb Or+oavor say hereafter acquire. - Lot 152304, Block 11, bagianing an a point an ao5mtp road rhi¢h it N 965 fret rest and e10 feet aura or lsea south of the northeast corner or the Sal 1/4 Of eha ay 1/e, te®oS berth 740 feat, Lessee .eat 290 feet Here or leer to said oaonty read, thence southeasterly alerg said county red to halisesiBS,R)n4 Catory, � vadbin9tae. GUBJM To T= PMAA M PRWIS2098e U) ifaither gamy shall place of allow as eam�bradce to ha placed on said property .,tenet the os 1 of tba =l-r portyT and 12) Koh Party Shall nave the first right of refusal to purchase tbo abate of tea ether party. Tsx AeC50unt No. 152294 9071 07. DAM this di day of January, 1PPP. • satates Of Earsan Victor 9taen and Mary Rutb BCNII Deceased gy a . sre.a, tee w "6"037 O!/db/99 ,DO -4n Ord@hlsl ClgE0fl�geV7�lF8:4 J9w9�B12�6�F BSA neral location o the P jrd0*ut actual 9uQeeQ9d f 9 I11 n4lH#fi f %l0Wb AM4'Sf 05/23/2012 14:28 IFAX 4 MIRIAM fa002/007 a • STATE OF WASNINU ON ) ) ee COUNTY OF Kim ) ON THIS DAY personally appeased before my JoHm W_ aTSmh to roe kaorn to be tha individual described in and who exeautAd the rittdm and foregoing instrument, and acknowledged to as that he signed the same as his free and voluntary act and dead, for the uses and purposes therein mentiwpd• givµt uedar my hand end official meal this 2 1 . - - day of January. 1999, r xNaw ^51� Notary Public in and I= this State of Washington, residing at pglt®. pwo MY cnw.e. expires; 7 • � J_ Oi n I prdpjsf rq �hQpgp ;QQ�+g�p�SQ xi�<y�neral location of the pnpgp�2vd"ut uctuut s ihAd ft 41A1i2391Yb8tgtw n¢ lipR2Nllb 2r9 0h1P5i 05/23/2012 14.'28 IFAX d MIRIAM 12 003/007 r, ChicagoT Q IL RETURN ADDIMS TIEN LE 14062 33rd AVE S TdRhA , WA 98168 Please print neatly or type Information Document Title: NOTICE OF ON -SIT£ SEWAGE, SYSTEM OPERATION AND MA1NT'1rNANCE REQUIREMENTS Reference Number($) of Related Documents- Additional Rellamacc #s an Page Grantor(S) (Last, First, and Meddle laitial) steen, TELISA STEEN, JORGEN Additional Orantars on page � Grantee(!) (Last, First, and Middle Initial) THE PUBLIC Legal ]Description (abbreviated term- lot, block, plat or eattioa, towXShip1 range, carter/quarter) PORTION SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTIMI = —4= Additional legal is OP PIP Assessor's Property Tax parceVAcgount Number 152304-9071-07 Additional pateel Na on Page The Auditor/Recordct will rely on the information provided an this from. The slaffwill not read the docwncuts to verify the accuracy or completeness of the Indexing information provided herein. Ordt+l7isflhDld(E'QQflat3bE3�F1m1NSlocu(ionofu,ep'pgjRvo ucectualsv�t�tedtAVtytllFta9� ail C141 PST 05/23/2012 14:28 IFAX + MIRIAM IR004/007 Form 22U Ocowghl 2009 Salters Nolk a or O5S N0r111weal Multals t ki RO $eivlee Rev. 1109 NOTICE OP ON -SITE SEWAGE SYSTEM ALL RIGHTS RESERVED Pogo 2of3 OPERATION AND MAINTENANCE REQUIREMENTS Aeeossciec Tax Parcel IDRI: 152304-9071-07 11We�(pQriin�t�)y—T-.SIF��1_rAND _XRh N SIFE11� are the owners of real property within ��ORTIOI�w �T QUAR'TEER OF ISOUMEST QUARTER OF SEICTION 15-23-4. 2. The above -described real property ie served by an on-6lte sewage system VOSS'l. 3. The Code of the King County Board of Health. Section 13.60.005 establishes certain respon- sibllfties of the OSS owner with respect to the operation and maintenance of an On -she Sewage System, as follows- A. The OSS owner is responsible for Nto continuous proper operation and maintenance of the OSS, and shall: 1. Determine the level of solids and scum In the septic tank at least once every three (3) years for residentiat system with no garbage grinder and once every year if a garbage grinder is installed and, unless otherwise provided In wrlt#ng by the health officer. once every year for commercial systems_ 2. Employ an approved pumper to remove the septage from the tank when the level of solids and scum indlcatee that removal Is necemstuy. 3. Cause preventive maintenancefsystem performance monitoring inspections to be conducted and any indicated service to be performed by an approved person at a minimum frequency In accordance with Table 13.60-1 unless otherwise established by the health officer ov the sewage review committee. Table 1a.60.1 .r o...,..rr.a asalnt■nsar 1Parfarmanee menitorinn Gravity System (4) publiebumsin Tedutology (2) Peoprlelery Technology (1.67 CommwclBl and Food Estsblishmenla Non-DWJnrplry Tolleta (s) InlUrl Inspection (1) 6 months 6 months 43 days se days WA Reodarmspectfon Rrery! years Anaually Even 6 rrVirl" Annually or Every I mornhil Annl+ely Freduenq Owner. Licensed Who May Perlorm alerntalner or ucenud Licensed LlCeessd Owner tee Inapeeilon Llsaisod 099 Maintainer Mailltalner alaintalner pumper Taefe 13. M1 FiPMAN" Noma (1)'Mc Want kispectlon le to be performed at the drhe Intel" dedicated rollwMrig occoancy. (2) Public damlM lochrielogy kn:ludas such syatein as: mounds. Inlarmittent cend leers and WW4ure dlsldbultum 0) PrepdataryTechnology InchAll SUCII SYMBIRS ae: ATus, Glendon up•gow (liters, Advarilax pack bad fillers and subaurfece drip. (4) At lead an annual Sepgo telrk malydenarre dmk is mquUee H the rtructume served In equipped wIM a eerbage tidndw waste _ dipwel ur46 it o awnenad oudat battle Is ptawnl op or -real chart Is reeammer ded_ Pumpms Shan retort each pumping eves' to the hsahh OfFiCsr Iry accordance vdgl SON chapter 13.60. 15) Table 13,6M apedlee the .galimum mquksd menitaling frequency. A more auingeM mdrrirdrfng frequency shell be used If racmrmwided by the mofiyfad rer. 11) Thls mdnllodng Is In eddledn to rhst mquVea far lire OSS recePring the uulidlnA's hen rolled dquld waSia_ (KOBOH) Note about Monitoring Frequency: The above table reflects the King County BOH Title 13 code dated September 2008. The King County BOH Title 13 code is subjeot to change. .k, 05/23/2012 14:28 IFAX 3 MIRIAM 16005/007 Penn ZZU ac*Wthizoov N011M � N��I OSS NOTICE OF ON -SITE SEWAGE SYSEM TlahrMra aes�� aveo Rev. io Page 3 of 3 OPERATION AND MAINTENANCE REQUIREMENTS 4. Operate and maintain all OSS In aomdance with ihla tide, with pertinent alternative system guidelines Issued by the DOH (State of Washington Department of Heahh] and with the approved Oss owners operating and maintenance Instruction manual. Protect the OSS area Including the reserve area from:. a Cover by structures or Impervious materiah b: Surface drainage; e. Ser1 Compaction, for example, by vehicular traffic or livestock; and d. Damage by soil removal and grade alteretlon. 6. Maintain the Row of sewage to the OSS at er babu the approved design both in quantity and waste strength. i. Dlred drains, such as fwdng of roof drains away from the area where the OSS is located. S. The aAwr shall not allow: 1. Use or Introduction of strong bases, strong acids or organic solvents into an OSS for the purpose of system cleaning; Z Use of a sewage system addlevo.unless it Is specilirally approved by the DOH; or * Use of an OSS to dispose of waste components atypical of residential westewatar, for e)&mple, but not limited to, petroleum products, paint, solvents, or pesticides. 4. Note about Operation and Maintenance Program Fee, Rules and Regulations 02-01, anwdrpent' to the Code of the King County Board of Health, stator, "At the time of sale or transfer of property ownership, the 4uyer or transferee of a property served by on 088 shall forward to the heaRh officer a roe as set forth in the fee schedule and submit a signed copy of the notice on title as set forth in 890gQ 13.SS.054A," This fee is $40,00 per Rules d Regulations 02.01, effecWe ,2 3 wZ Seller 7Dame S Date STATE OF WASHINGTON ) )} ss: COUNTY OF KING f ►, On this day of _,before me penonally (month) (year) appeared lekVI.- Gvl and jutly—'1 sht.Gle" tome known to be the r rvr u s) dewAbed herein and who extUftad 1ha foregoing Instrument as hire ei free and voluntary ad and dead for the uses and heirm' sttated. Given under my hand and official seal this 14 d of e ) (year) ��\��111q{II Pflnt Narne: � RR. �`��Y1� NN NOTARY PURUC In and for the State of washinMon, Residing at:. V—A Z y a°4 , • O ' — — My Appointment Fires; 101 Is 1 14 X P{►� S���Un,x•�1 Qrd@ttis�rl{1c�dvrihtJsr�tlJll: Q���D location of the p�pgptfW actual su�� � nips tfhrll 05/23/2012 14:28 IFAX i MIRIAM fa006/007 PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF $55 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTRRSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE;POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 FORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FSET OF THE NORTH 532,5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. 0rd�ifif�94d�' ThE14>s�IOL QA4� t19)$�b01 �OCalion of the P*a*14ypO*ul actual stCMMd ft ggdm W E no 191@m6 dvfA:84 8(4� 05/23/2012 14:29 IFAX d MIRIAM 12007/007 WILDWOOD COURT SECTION 15. TWP, 23 N., ROE. 4 E., W.M. r KING COUNTY. WA8HINGTON MINISH.WEBB B ASSOCIATES �a1 1�1 Cr h 11Y • W�v i ! pI/ duml[ oya �J. pf•1•X>•/+#rJR •''XY prifY•, SCALE,;: •:I"",, Sp"-;:::.:'.,:r S. I¢O%�! JY, N5 rwry JM•i. JXi/. SN :.rdra'a-: . ._ �- Jr•vJ cMrr Ard'n. '. ''_ )'."':':., - "`•:• LN ,,;.,Jn�,Jw�-.rrJe�•r CERTIFICATES '' -.:i S '"•' .Q --'eo wv • ! A,,,fy eeo—ly --A-, �arw rr+�MMr lrfM ;ibnrlYaw✓%9r•?a%J pla' J� i �n..�.:ru rr ;nr Jw...v/ N[[k w-r.ri�rr+,r,.., •l�,r x[a'M; r /F.f:dr aN �+w rAc r.....r .N •°�i�T4�w H{ Jr'J•y ..[ � •/•14. A�f/l.y rcJrhr{rwr. ram- _ y w .I ra,rneal ,✓.. •!o[ .?\'ij. �.Ifffiiijjr '-t ; y A/r-rf�•9r Y,� :.6rar+rl'•r J.: !• rry rr ru+, .ram••_ :� .t�:rdrrr K ... ' ' r•r rymr.� rM%3t ir/ rJ--ffiGiYf3.—�_'a,'rlP r. • •r! My �'� Sr- :: ". i �• ""+n. "'Ater CIJ F'rY /r4�r ln.} FNr nAelK:i: y,Ah:lnr u•nr[I�'.� r�+'.ra a�=!tY �[d(6C4 . I .Tir Mw/r .1•mrr% rYn,rN/riw wwii! ri' wlrr',•r✓.1a'f rfr'�t ,.e .ler. •[r rwrr fi.., .. '.t$y ..s �'�:: p r:iaeer �"'- rUtrrl rnrr rn" ,rt•N7::li•ru •.v 'yip. yf,.0 rr. ,.. d[x.y.w[/ r /J�•fn Hf ��•[y� ar r.w ;,.,y rMa•n.s ' b �C ''i. � iJrxi+.,+'�•[ irrrri c•.'�+ ir�� �AA, J)K � R L� y rnr--2�rJ•t Fi%et'4.1�r..r.:.W,,"rN�fn-i:� D ElP C R I P T I 0 Nri„fJ.. A[ rrrA":>•!!,• JXa .-1 ,r, r••r rA r, h• • r, r•'- A.rr N+'+N: •gC+A''!f'�• : Q ._ .. - mn. `ALChb'i ' " + NE rorn+r :rrf r r.'JY`d rA• rr./: Mw snn'ler.x•.y f....rrA.r�[ ^ RESTRICTIONS N+ rr�•�{ / biryweY'•( �M /e[/lMrn fr N'J/YpN/hr .4 J.,r i f / rN. . t, JYq" I rMr. Ailfb Rr/ w J}..•Y.a +1 rat +f sag. NCTM• _ :. • . Mr ////4444 J7A:/[tee r/nri/ Jt/J lJI• S.v1 a /. .hncr //'Aw Lrr,• Yips fryrr JN N N!../✓ ♦ Ai f [I rf !r: JV /,r.+l / s ,•l.'nr ." p.rhm .f • /[1 /nri R+N /ArN h I...•rI r rM+ •r r[.+Nf Mr'r �{ .a •} r r.4•r %[rrrr r;� •fir VM •.ter Np r•+ Mr /•. �'r � 3�MrM r.n1"r' •>• r SrV ✓ sA! J✓% d+rrn.,. r lrlar Is.f! JA<..r.rra • Hrrjt µ a„ M[ rm .�y.nr r- - fM +r[ Nir�rl r, .Mi�iA�/..✓Vd +.r,.r /.r. r/xvr Jur� •/ /i. �./; rNt,M !•r! • rn[wu rNwJ re. .,rrrr,JMl+ ��•rTw•rAr•.rlrr-rr•w'el,M/.•1J•w,r!M.rN• ' Klrri_r[[r' n•-r. rrr•N'rr-e riai.+J /M...•V rcrww�v MJ it �r.fv r .>'iJ�A/fer/. .r u-ar i0"e d.9O r4rr .�..rr Y dftl„/iwr;'•A•r,-- JYr•mF'",••aC�II.N /nf/ reM+'•N'rWSI� . ' riy g�.✓'NI J4 l,rA' Iw+/ sI AM'�.,,,�' . Harr �l.eufr/ M. /Y• r'7v-+ rrlY. e8! rOrv+ p wrrr�.rrr1� ' lar aa/.ar. w's Ise aera.• cw.;sr Ace." r ir'� � i J erAe2rii isa OF 9 Page 1 of 1 M S 141st s M M 1 t 553720 MILLER'S' c 2 4 9L 941500 000 t3 r�r V5 t 4� q I A?rya PL 5 1 Alt n d P (�-..�._..�.. f IIU- 5' to E HOB E Sentry Dynamics, Inc. and its TICOR TITLE COMPANY customers make no representations,peoAdvanta e warranties or conditions, express or {� implied, as to the accuracy or www.digitshart.org 208.777.1252 completeness of information contained in this report. http://geo.sentUdynamics.net/WA King/default.aspx 5/22/2012 � 1 r aJ�W►LA � a o a Igoe CITY OF TUKWILA Permit Center/Building Division: Community Development Department 206-431-3670 Permit Center Public Works Department: 6300 Southcenter Blvd., Suite 100 206433-0179 Tukwila, WA 98188 Planning Division: 206431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: r I. i ..::, jr 9i� s: z c�, x',r .:.; h �.:-� t •, S t > �' �{.Sn� '�ih tF�1^" � ti;4'�z. �sM Site address (attach map and legal description howing hydrantlocation and size of main): IZW04,11�- 93kn A41. vvbv% AI :,,{ Y Ei d' a" :^ ._.. S � �" Y� if ..���s ¢ 2'.. fi ✓� V x 7 hb4€ � �'�wr{ 2 ���'�:�a. # F.. �;,:...� i x;. Name: L A2 4,j�� Name: 71-/� A174-4 .) Address: ayes-_ 6� o ALI& S Address: Phone: Z,06, 7 �' 6 Phone: 6 — �2 �✓ `lIQ This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat Short Subdivision ❑ Commercial/Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and water meter size(s): e A4dt 7 3Q S PZ /57/4�� Vehicular distance from nearest hydrant to the closest point of structure is 3� ft. Area is served by (Water Utility District): Signature Date 1. The proposed project is within 71-t 14 L,.Ji Z-4- U (City/County) 2. Q--No improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 2500 gpm at 20 psi residual for a duration of 2 hours at a velocity of fps as documented by the attached calculations. 5. Water availability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ system is not capable of providing service to this project. 1 hereby certify that the above information is true and correct. K i N tT ea . l tm-r---,e b : s . 4. eg i,4 _k— �a A m�t ,a�- Agency/Phone 20(-- - zy -z -45,17 By Date Ex�?2r=5 This certificate is not valid without Water District #125's attachment entitled "Attachment to Certificate of Water Availablity" \applications\water availability (7-2003) Printed: 9-16-03 !Svc elveo ���N062012� DBE OQN�T T r .t Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. . Applicant's Signature Date District Representative ✓V(,u iL Pc. o, -, Date �5 -4- / 2 w a41 d21 1214816 Military Road South .M & P.O. Box 695 Tukwila, WA .48168 / Phone: (206) 242-3236 Fax: (206) 242-1527 Residential: $50 Certificate of Sewer Availability OR Commercial: $100 ❑ Certificate of Sewer Non -Availability 'Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other ;�a hort Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi -Family ❑ Commercial ❑ Other Applicants Name: �tAW\/ ) >/-/. A Phone: Property Address or Approximate Location: Tax Lot Number: �� I )f" 49 Legal Description(Attach Map and Legal Description if necessary): Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer connection only to an existing size sewer feet from the site and the sewer system has the capacity to serve the proposed use. OR ® b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or (3) other (describe): Po ss j b isyc"C,104r±- Fx 2. (Must be completed if 1.b above is checked) a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ T S'0 /o SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) Either a King County/Metro Capacity Charge, a SWSSD, or Midway Sewer District Connection Charge may be due upon connection to sewers. b. Easements: ❑ Required Maybe Required c. Other: oW pe4- I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro Ledate of signature. 0`�e h-a� y Title Date k� ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. . 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understandthg4erms and conditions herein. Appli ant's Signature Date CO m isW > t: N �t V '@ Ly pa p a �" N a N co V 01 T C of a O —O 'O N Q C Of {j :RR n C 2-0 O OP in ' N 00 O�O 3_c�O 2- C__y a . V1 l6 ' c n + e. q o o W c hN N- o coi 3« E cV N 7N {py N O Ch IN n L V w r N' fT r� c T c ami uoi QO ..,�'_.__m :. �'. a _ _ q eti LLJ n n Y m a) R N w _._ i�Of itl an O ,Ny 5 O O'O p N O C -, - N 11�1... ! O An 01 '4 O YS 14 M cf)< c :G — 1p O L 3 M a 1"'2.'' O N o0 a E€ o m� C M N CO CD�- CO wrn'-o��E51 L m p E a� o ,o LO 'IT N f0� - 0) O M N 4 O X 16 W 'a . c. Ch" �, C N p ..- CD to N X. M vN. O O c[I ': •' ,/i" o`� 0 �C c-5 `° N c E n lV a_ CL O ` �' f6 N r r oq�" ` N H o pp aQd yd_+ mo°oa)acio3 CS• � .. rnv CID- N � � 0 C I 'nn w n Chi/�Qwua Chi G L O E N 5 X TICOR TITLE COMPANY 3929 Bridgeport Way W, #202, University Place, WA 98466 (866)220-3278 FAX (425)255-0285 SUBDIVISION GUARANTEE Unit No.: UNIT 1 Guarantee No.: 6493485 Title Officer: Reid Vance Reference No.: LLC / Phone No.: (866)220-3278 CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Landfair, LLC, a Washington Limited Liability Company herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: May 17, 2012 CHICAGO TITLE INSURANCE COMPANY By Authorized Signa ur Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) cf-1�1�� 0 6 vNZ 5Xq DVjiWpp TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Guarantee No.: 6493485 Reference No.: LLC / Effective Date: Liability: $ 1,000.00 May 17, 2012 Premium: $ 250.00 Tax: $ 23.75 The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property is vested in: Landfair, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. I�(y�;�YLiPF�i 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6493485 Reference No.: LLC / LEGAL DESCRIPTION Parcel A: That portion of the southwest quarter of the southwest quarter of Section 15, Township 23 North, Range 4 East of the W.M., in King County, Washington, described as follows: Beginning at the northeast corner of the southwest quarter of the southwest quarter of said Section 15, thence westerly along the northerly marginal line of said southwest quarter of the southwest quarter of aforesaid Section, a distance of 855 feet; thence southerly parallel with the southerly marginal line of said southwest quarter of the southwest quarter of aforesaid Section, a distance of 810 feet, more or less, to the intersection with County Road, which place is the true point of beginning; thence northerly parallel with the easterly marginal line of said southwest quarter of the southwest quarter of said Section, a distance of 340 feet; thence westerly parallel with the northerly marginal line of said southwest quarter of the southwest quarter of said Section a distance of 290 feet, more or less, to the intersection with the northeasterly margin of said County Road; thence southeasterly along the northeasterly margin of said County Road to the point of beginning. (Being known as Lot 5, Golden Crest Acres, according to the unrecorded plat thereof.) Parcel B: That portion of the southwest quarter of the southwest quarter of Section 15, Township 23 North, Range 4 East of the W.M., in King County, Washington, described as follows: The south 102.5 feet of the north 532.5 feet of the west 200 feet of the east 855 feet of the southwest quarter of the southwest quarter of said Section, less that portion platted for Wildwood Court, according to the plat thereof, recorded in Volume 72 of plats, page 95, in King County, Washington. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6493485 Reference No.: LLC / SPECIAL EXCEPTIONS General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 152304 9071 07 Levy Code: 2413 Assessed Value -Land: $158,000.00 Assessed Value -Improvements: $23,000.00 General and Special Taxes: Billed: $2,448.29 Paid: $1,224.15 Unpaid: $1,224.14 2. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 3. Provision and restrictions as contained in Deed: From: John W. Steen, Administrator of the Estate of Warren Victor Steen, deceased and Executor of the Estate of Mary Ruth Steen, deceased Recording Date: January 26, 1999 Recording No.: 9901262328 As follows: 1) Neither party shall place or allow an encumbrance to be placed on said property without the consent of the other party. and 2) Each party shall have the right of first refusal to purchase the share of the other party. 4. Notice of On -Site Sewage System Operation and Maintenance Requirements, and the terms and conditions thereof: Recording Date: March 9, 2012 Recording No.: 20120309001450 5. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads as dedicated in the Plat of Wildwood Court in Volume 72 of Plats, Page 95. Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: SW of SW of 15-23N-4E TICOR TITLE COMPANY 3929 Bridgeport Way W, #202, University Place, WA 98466 (866)220-3278 FAX (425)255-0285 SUBDIVISION GUARANTEE Unit No.: UNIT 1 Guarantee No.: 6493485 Title Officer: Reid Vance Phone No.: (866)220-3278 Reference No.: LLC / CHICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES Landfair, LLC, a Washington Limited Liability Company herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2.. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount of set forth above. Dated: May 17, 2012 CHICAGO TITLE INSURANCE COMPANY By Authorized Signa ur rl— Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guarantee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. CLTA Guarantee Face Page (Rev. 6-8-71) GSIN ��U GoMMOQ 0'C TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A Effective Date: May 17, 2012 The assurances referred to on the face page are: Guarantee No.: 6493485 Reference No.: LLC / Liability: $ 1,000.00 Premium: $ 250.00 Tax: $ 23.75 That, according to those public records which, under the recording laws, impart constructive notice of matters relative to the following described real property: SEE ATTACHED LEGAL Title to said real property. is vested in: Landfair, LLC, a Washington Limited Liability Company subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. 1*30L�919r,L>L� 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. SPECIAL EXCEPTIONS FOLLOW TICOR TITLE COMPANY SUBDIVISION GUARANTEE SCHEDULE A (Continued) Guarantee No.: 6493485 Reference No.: LLC / LEGAL DESCRIPTION Parcel A: That portion of the southwest quarter of the southwest quarter of Section 15, Township 23 North, Range 4 East of the W.M., in King County, Washington, described as follows: Beginning at the northeast corner of the southwest quarter of the southwest quarter of said Section 15, thence westerly along the northerly marginal line of said southwest quarter of the southwest quarter of aforesaid Section, a distance of 855 feet; thence southerly parallel with the southerly marginal line of said southwest quarter of the southwest quarter of aforesaid Section, a distance of 810 feet, more or less, to the intersection. with County Road, which place is the true point of beginning; thence northerly parallel with the easterly marginal line of said southwest quarter of the southwest quarter of said Section, a distance of 340 feet; thence westerly parallel with the northerly marginal line of said southwest quarter of the southwest quarter of said Section a distance of 290 feet, more or less, to the intersection with the northeasterly margin of said County Road; thence southeasterly along the northeasterly margin of said County Road to the point of beginning. (Being known as Lot 5, Golden Crest Acres, according to the unrecorded plat thereof.) Parcel B: That portion of the southwest quarter of the southwest quarter of Section 15, Township 23 North, Range 4 East of the W.M., in King County, Washington, described as follows: The south 102.5 feet of the north 532.5 feet of the west 200 feet of the east 855 feet of the southwest quarter of the southwest quarter of said Section, less that portion platted for Wildwood Court, according to the plat thereof, recorded in Volume 72 of plats, page 95, in King County, Washington. CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B Guarantee No.: 6493485 Reference No.: LLC / SPECIAL EXCEPTIONS General and special taxes and charges, payable February 15, delinquent if first half unpaid on May 1, second half delinquent if unpaid on November 1 of the tax year (amounts do not include interest and penalties): Year: 2012 Tax Account Number: 152304 9071 07 Levy Code: 2413 Assessed Value -Land: $158,000.00 Assessed Value -Improvements: $23,000.00 General and Special Taxes: Billed: $2,448.29 Paid: $1,224.15 Unpaid: $1,224.14 2. Please be advised that our search did not disclose any open Deeds of Trust of record. If you should have knowledge of any outstanding obligation, please contact the Title Department immediately for further review prior to closing. 3. Provision and restrictions as contained in Deed: From: John W. Steen, Administrator of the Estate of Warren Victor Steen, deceased and Executor of the Estate of Mary Ruth Steen, deceased Recording Date: January 26, 1999 Recording No.: 9901262328 As follows: 1) Neither party shall place or allow an encumbrance to be placed on said property without the consent of the other party. and 2) Each party shall have the right of first refusal to purchase the share of the other party. 4. Notice of On -Site Sewage System Operation and Maintenance Requirements, and the terms and conditions thereof: Recording Date: March 9, 2012 Recording No.: 20120309001450 5. Right of the public to make necessary slopes for cuts or fills upon said premises in the reasonable original grading of streets, avenues, alleys and roads as dedicated in the Plat of Wildwood Court in Volume 72 of Plats, Page 95. Note: FOR INFORMATIONAL PURPOSES ONLY: The following may be used as an abbreviated legal description on the documents to be recorded, per Amended RCW 65.04.045. Said abbreviated legal description is not a substitute for a complete legal description within the body of the document: SW of SW of 15-23N-4E CHICAGO TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE SCHEDULE B (Continued) Guarantee No.: 6493485 Reference No.: LLC / Note: The Public Records indicate that the address of the improvement located on said Land is as follows: 14062 33rd Avenue south Tukwila, Wa 98168 NOTE : DOCUMENT RECORDING FEES AS OF APRIL 16, 2012 Recording charge for a RESPA transaction (all transfer and loan documents): RESPA Residential Sale and Purchase $172.00 RESPA Residential Loan/Refinance $100.00 RECORDING CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE. Note: Recording charge (per document) for a Non-RESPA transaction: First page of document $63; $1 for each additional page NOTE: Part of the RESPA Rule to Simplify and Improve the Process of Obtaining Mortgages and Reduce Consumer Settlement Costs requires the settlement agent to disclose the agent and underwriter split of title premiums, including endorsements as follows: Line 1107 is used to record the amount of the total title insurance premium, including endorsements, that is retained by the title agent. Ticor Title Company retains 88% of the total premium and endorsements. Line 1108 used to record the amount of the total title insurance premium, including endorsements, that is retained by the title underwriter. Chicago Title Insurance Company retains 12% of the total premium and endorsements. END OF SCHEDULE B Chicago TWO Ref # 1 6 WHEN RECORDED RETURN TO LANDFAIR,LLC 14062 33RD AVENUE SOUTH TUKWILA, WASHINGTON 98168 (9 �no�iArm'�W��s m20507001969 KING COUNTY, WA E2542349 05/07/2012 14:21 KING COUNTY, WA - TAX 5S2, 141.Be SALE SSZ0,000.00 PAGE-001 OF 001 CHICAGO TITLE COMPANY STATUTORY WARRANTY DEED 1341368 THE GRANTOR(S) TELISA M. STEEN, JORGEN E. STEEN AND MARY E. STORY, FORMERLY MARY E. STEEN STORY, WHO ALSO APPEARS OF RECORD AS MARY E. HAMMARGREN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL A. MARY E. STORY, FORMERLY KNOWN AS MARY E. STEEN STORY AND DEMAREE L. STORY, HUSBAND AND WIFE AND TELISA M. STEEN, JORGEN E. STEEN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL B. for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to LANDFAIR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING State of Washington: PARCEL A THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OFTHE SOUTHWEST QUARTER OF SAID SECTION 15. THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SEE ATTACHED DESCRIPTION EXHIBIT "A' ATTACHED HERETO AND MADE A PART HEREOF: Tax Account Number(s): 152304-9071-07 r �,—L Dated: MAY 1, 2012 �e•{ 1 Cj �l 4-G 1 C. OU w IS Gt - TELISA M. STEEN �+LP810/KLC/052006 0rd&is(4@@485foDft.PKQQjl)14 MY20501AND469inate general location of the p1Pg4UsjvQ%ut actual survey a&dhtedD&tpaiMhjqgjft>g:s fth#bdjtQ22V pio1"A3 SST STATE OF WASHINGTON COUNTY OF SS I ON THIS DAY OF , 20_ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED TELIS M. STEEN KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON STATE OF WASHINGTON COUNTY OF SS ON THIS DAY OF , 20_ BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED JORGEN E. STEEN KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED AND SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. (NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON i STATE OF WA-pjfNGTON SS COUNTY OF ►�/% ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN ADD FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED MARY E. STORY KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. 9 `NNN \11..1n411 N,ERR/4 'Ill, NO IGNA E _ o�•MISS/0'tipr s� //�� PRINTED NAME NOTARY PUBLIE.)IN ANp FOR THE STATE F WASHINGTr�i�AI�O RESIDING AT �..sl.IMV �/ O �h, 77• _— MY COMMISSION EXPIRES ON {N1 /// '��"r'�f 3 �„•0, llgll�gSH\NG``��r OldL*is64934ftfoDt :pGth2@l42@l'2tt16bl'�WD469mate general location of the prP¢tut actual survey a&6btedD&pavhjqqWrws fth4bditf M9ot0,--4 @ A MPST NOTARY JURAT FOR STATUTORY WARRANTY DEED TO LANDFAIR LLC STATE OF WASHINGTON, COUNTY OF KING se. ON THIS _ DAY OF 20L;; BEFORE ME PERSONALLY APPEARED DIANE S. MANSO TO ME KNOWN O-BE THE INDIVIDUAL WHO EXECUTED THE FOREGOING INSTRUMENT AS ATTORNEY IN FACT FOR DEMAREE L. STORY AND ACKNOWLEDGED THAT SHE SIGNED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED AS ATTORNEY IN FACT FOR SAID PRINCIPAL FOR THE USES AND PURPOSES HEREIN MENTIONED, AND ON OATH STATED THAT THE POWER OF ATTORNEY AUTHORIZING THE EXECUTION'OF THIS INSTRUMENT HAS NOT BEEN REVOKED AND THAT SAID PRINCIPAL IS NOW LIVING AND IS NOT INSANE. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. dOTI&Y SIGNATURE 1 PRINTED NAME: �'�.� `-'� �•�� NOTARY PUBLIC & eP,N pR THE STATE OF WASHINGTON RESIDING AT (..rC,^+..G�" . MY COMMISSION EXPIRES I I •3 FtRI L. GJ_ ' F�q4 l llllll It 1wASH`�`: O�d€*is(4gt3q&5fopl ;}KQt@.($�10t,2(5Q�pejonate general location of the pip ' $*o ut actual survey arLiodbtedo , q!h' s 9mcpST WHEN RECORDED RETURN TO LANDFAIR, LLC 14062 33RD AVENUE SOUTH TUKWILA, WASHINGTON 98168 OCHICAGO TITLE COMPANY 13413M STATUTORY WARRANTY DEED THE GRANTOR(S) TELISA M. STEEN, JORGEN E. STEEN AND MARY E. STORY, FORMERLY MARY E. STEEN STORY, WHO ALSO APPEARS OF RECORD AS MARY E. HAMMARGREN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL A. MARY E. STORY, FORMERLY KNOWN AS MARY E. STEEN STORY AND DEMAREE L. STORY, HUSBAND AND WIFE AND TELISA M. STEEN, JORGEN E. STEEN, AS THEIR RESPECTIVE SEPARATE ESTATES AS TO PARCEL B. for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in hand paid, conveys and warrants to LANDFAIR, LLC, A WASHINGTON LIMITED LIABILITY COMPANY the following described real estate situated in the County of KING State of Washington: PARCEL A THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBEO A$ FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF M FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SEE ATTACHED DESCRIPTION EXHIBIT 'A' ATTACHED HERETO AND MADE A PART HEREOF: Tax Account Number(s): 152304'9071-07 Dated: MAY 1, 2012 MARY E. STORY Z2006 Ord [*is64@I3 i&5fo©dr.r 4@t@Z(8142010505tWp469 hate general location of the p0 ,4v(iflClfut actual survey a&dhtedc), Mhj s fihLlbdit35 j3 MZioi";tp@ qg�$T STATE OF WASHI59TON SS COUNTY OF qq ON THIS D OF 20—/ g&FORE ME, THE UNDERSIGNED, A TARY PUBLIC I Fqk THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONAL A. EARED TELIS M. STEEN KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. t ' T SIG AT /•1 (�.,.�::• ' PRINTED AME: 5 ::u'�G�t'•�'. NOTARY UBLIC I AND F THE STAT OF HINGT N EXPIRES ON ��? • . RESIDING AT MY COMMISSION t;9; -tea sG •'•`y��.^.•.J,•q„ (?, i STATE OF W dVGTON SS COUNTY OF ON THIS DAY 0 20� �EFORE ME, THE UNDERSIGNED, A iTARY PUB*BED R THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PEARED JORGEN E. STEEN KNOWN TO ME TO BE THE INDIVIDUAL(S) DND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT HE SIGNED AND SEALED THE SAME AS HIS FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY S7GN���RESTATEO PRINTED PsyyyyNOTARY P IN WAS N ..""""t''• - RESIDING AT +�rt'_i'; U,.'••'••• MY COMMISSION EXPIRES ON l ,. v';;.' • +•. ' �A STATE OF WASHINGTON SS COUNTY OF •\�c`^ ^` - ''•':- ON THIS DAY OF 20_ 'BEFORE�ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, PERSONALLY APPEARED MARY E. STORY KNOWN TO ME TO BE THE INDIVIDUALS) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT SHE SIGNED AND SEALED THE SAME AS HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN MENTIONED. NOTARY SIGNATURE PRINTED NAME: NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MY COMMISSION EXPIRES ON NOMRY RDA W]100 Ord&is6493485fop&-gft ($l42*lv2Q5Q�D469mate general location of the pig ' $<jftut actual survey aeiMbtedD , jvh' s $trjh4bdjt35' @ piojiQ :*3 yiicPST CHICAGO TITLE COMPANY Escrow No.: 1341368 EXHIBIT A Title No.: 1341368 SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. escex/rda/0899 0rdEbis64@t3485foDft.00OW1420}v2@5Q�!Wpq69tnate general location of the prp$vpf}6ut actual survey a(j0(lhbedo&p.aiRhjqqjWs $QIh#bditb@ @ftFio"A@ A ST 05/23/2012 14:28 IFAX 4 MIRIAM 12001/007 • ! "t a. Attar Recording Nall To: g HOLM, MOOT", oL8 SM c ROTI P.B. Attorneys a' I. P.O. safe 9a Rontoc. YA 9e057.0090 UtIZT gave am SB• =WMR JOWe w_ STPM, Adminimtrator of MR Berate of WARAa7 VICTOR sTs110t, Daesased, and Skecutar of the Retake of KWV *UM sTBAM. Deceased, Ring F County Probate No. 95-e-01749-3 Mr, for and is aaosideratian of their distributive shares, cowiMM mod quit clams the following described real E Property situated in Ring CA—ty, wahingt—, to JC® B. STM, as hie separate estate, and NARY 9- BMW. as bar separate estate, as tanante-in- oehrfon, Sncludim any interest theriie abicll Grantor say hereafter acquire: Lot 1523001 aloof 110 beginning at a point as ewmLy taxi much is N M rase rest and e10 feet sore or lead ddarb of the soothes scorner of the am 1M of the BY 11e, tbaes north 300 feet, Leona. west 290 feet sore or le*■ to *aid county road, thanes southeasterly Along amid aetsty red to hapiaM M. Ring County, N vaehington• gUgn l' IM TM POLIApi90 PRov39I01Ma= fll ifalther party shall aka er allot Ad asatsbrssoe to be placed on amid pfreparty ritheut the cauest of the other Darryl and (2) Bach pittY shell new the first right of refusal to pwrcbaso tbo abate of the ether party. Tax Account No. 15230e 9071 07. balm this d% day of 3annmry, 1997. • ssc.cee of harsws victor stem and Nary each &cool Deceased M @teas, Representative • B iaf,{D37.01 />'F/99 .00 .00 TV Or hls F11C19�01 OdQ17�1 2999�9�9Bl ncral location of the P>jj j jyd t$ut actual SU&MWd ft q*jw rWiilFlltkft $/NM§ fgol9�Sf 05/23/2012 14:28 IFAX -� MIRIAM 11 002/007 am 9:A= OF NASHINOM ) ) be COWR4 OF Kim ) ON THIS DAY persoeally appeared bsfoxs no MM N- STEW to roe k6owd to he the individual described in and •hn executed the within ebd Roregai.dg instruffmt, and acknowledged to oe that he signed the eame as him free and voluntary act and deed, for the uses and purposes therein mientionsd. glvXW under ay hand AM Official meal this c.21.-- day of January, 1999, Room Notary vublic in and for the Stata of Naehington, resididg at pads®• plow N]' COMM- akpirea: 7 •']1_ S+n ki _ //{{ i _ ._yuiiidL• �. .Ls��yC�'1 0rcW-j f location of thcp*.2ut actual s jj!d ftgV*h m kgtdw nc'1y 101M V"(PS i 05/23/2012 14:28 IFAX i MIRIAM IR003/007 Cnicego r 9ef # RETURN ADDRESS TIEN LE 14062 33rd AVE S TUKWILA, WA 98168 please print noddy or type Information Document Title: NOTICE OF ON -SITE SEWAGE SYST>?M OPERATION AND MAINTENANCE REQUIREMENTS Reference Numbers) of Related Documents: Additional Relbrenca #s on page Granlor(s) (Last, First, ind 14l'iddla loitial) Steen, TELISA STEEN, JORGEN Additional 0rantor2 on Page Grantee(!) (Last, First, and Middle laltial) THE PUBLIC Legal ]Description (abbreviated torn: lot, block, pint or sactiou, township, range, natter/gaatier) PORTION SOUTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTIONl-23-/a. Additional legal is on Page Assessor's Property Tax Parcel/Account Number 152304-9071-07 Additional parcel #s on Page The Audiror/Recordcf will rely on the information provided on this form,- The staff will not read the docmncatd to verify the accuracy or complctcuess of the indexing information provided herein. Ord&js iA& loculionof(lie vp utactualsuCfWbW ft gplttaNY oFl#It0 liPol PST 05/23/2012 14:28 IFAX 4 MIRIAM 1a004/007 Form 22U ecowahl 2009 Sellers Notice or OSS Norinwsmi Multiple Li&g Service Rev. tla4 NOTICE OF ON -SITE SEWAGE SYSTEM ALL RIGHTS RESERVED Pogo 2at3 OPERATION AND MAINTENANCE REQUIREMENTS Assessors Tax PSFCGI 1011: 152304-9071-07 1. 11We (print) MAIM -13 t S ►r�su are the owners of real property within lur?& 1�1GW - QUARTER follows, F ISO 1THWEST QUARTER OF SEGbi'ION 15-23-4. 2. The abovodescribed real property is served by an on -Bite sewage system ('OSS'I. 3. The Code of the King County Board of Health. Section 13.60.005 establishes certain respoo- sibllfties of the OSS owner with respect to the operation and maintenance or an On -site Sewage System, as totlo s. A. The OSS owner is responsible for the continuous proper operation and maintenance of the OSS, and shall: 1. Determine the level of solids and scum In the septic tank at least once every three (3) years for residential system with no garbage grinder and once every year if a garbage grinder Is Installed and, unless otherwise provided In writing by the health officer, once every year for comrnerrlal systems_ 2. Employ an approved pumper to remove the septage from the tank when the level of solids and scum indicates that removal is necessary. 3. Cause preventive mairttenanr,Osystem performance monitoring inspections to be conducted and any indicated service to be performed by an approved person at a minimum frequency In accordance with Table 13.60-1 unless otherwise established by the health officer c r the sewage review committee. Table 13.60-1 o.e.. k— nt a...,.,.n... as,ln*nenealparfermance Monitorina Gravity We" (4) publie0omain TuMN)ogir (1) Proprietary Technulogy (3.51 commercial wvl I Food Establishments Non-DIsGhWnq Tgjlet4 (e) Inlppl inspection (1) 9 months 6 months 45 gays 4e eeya WA Regularinapetalon 6very3years Annually Everya Annually or everya mambo Annually Frequency ponth+ Owner, Licensed who May P& Mtn slarntolner or Licensed Licensed LlCaasoct Owner the inspection Ur mmad 028 Malntalner Malntalner elalntalner pamper Taw* 13. 941 &PN40M Noted (1)T110 Initial Inaptretldn to to be performed at the time brleirvsl Indicated toliawing 0cowencr (2) Public durnW techrolaay Includes such systems all: mounds. Intermittent sane fillers and prossure distribution, (3) lAmpdstaryTedtnology Indudee such syaleore ae: ATUS, Glendon up•110W 1111era, Advanlas pack bad fillart anti subsurface drip. (4) At least an amgral septic terdc msintenance cheat is negtdrod If to ehueture served is equippedwith a garbage Grinder waste depose( UnIL It o eereenag outlet 114M b present an annual comes Is recommended_ Pumpers snap repot wade pumping event to the health oft1r In ecaordence with BON chapter 13,e111- IS) Table 13.90.1 apecillav the atenlm+an required MINnlbring kequerrriy. Amofe suimpom inwhoring Imqualley shall be used If rewmmended by the r n tauraetwer. (0) Thts maniladng Is In wddloon to that req Bred gar the OSS receWing the building's nomollet Ilqutd was*. (KCBOH) Note about Monitoring Frequency: The above table reflects the King County BOH Title 13 code dated September 2008. The King County BOH Title 13 code is subject to change. OrdEh)sf llrf lArFwZhpt IHE 4 tQ�t2Jl$ )oration of the plpgtjg 6At0ut actual sLCWWd ft gpllljeP4xI4Pi p n(PNW lift 1fV¢ lip .og t�M�ST 05/23/2012 14:28 IFAX -r MIRIAM 16005/007 form ZZU 4copAht 2009 Sedeft ath of OSS NOTICE OF ON -SITE SEWAGE SYSTEM N l AtL RIGHT6 RE5EG RM M Page $ of 3 OPERATION AND MAINTENANCE REQUIREMENTS 4. Operate and maintain all OSS In amoraance with this title, with pertinent alternative system guidelines Issued by the DOH (State of Washington Department of Heahh] and with the approved 05s owner's operating and malntenonce Instruction manual. 5- Prolecl the OSS area Including the reserve area from:. a Cover by structures or Impervious material; b: Surface drainage; r~ Sal oompwftn, for example, by vehicular traffic or livestock; and d. Damage by soil removal and grade aReratlon. 6. Maintain the flow of sewage to the.OSS at or below the approved design both in quantify and waste strength. 7. Direct drains, such as footing of rwf drains away from the area where the OSS Is located. 6. The owner shall not allow: 1. Use or Introductlon of strong bases, strong acids or organic solvents into an OSS for the purpose of system cleaning; 2 Use of a sewage system addlWes.uNess it Is specifically approved by the DCH: or * Use of an OSS to dispose of waste oomponents atypical of residential wastewater, for ex®mple, but not limbed to, petroleum products, paints, solvents, or pesticides. 4. Note about Operation and Maintenance Program Fee, Rules and Regulations 02-01, amendroent' to the Code of the King County Board of Heefih, states, "At the time of sale or transfer of property ownership, the buyer or transferee of a property served by on 088 shall forward to the health officer a roe as set forth in the fee schedule and submit a signed copy of the notice an fill@ as set ram in Secti 13-Sa.054A," This fee is S40.00 per VFRIulas d RegulatIons 02-01, effecWe ,2 31g1 Z �IL Seller Date Date STATE OF WASHINGTON ) COUNTY OF KING On this `r ti ' day of before me personally (month) (year) appeared �t5r0\y SY�� and �U+m' n �4'e'y ti tape known to be the individual(s) escrr ere n and o the foregulng Instrument ea NO er free and voluntary ad and dead for the uses a�ncl purposes he " s�toted. Given under my hand and official seal this "t' 'd of 1 * tr^ 1 �} �� ,[1• DU�`p„rlr� NOTARY PUBLIC in and for the State of S gq !2l rr YY �rV FRa ? Washington, Re5klirfg at: - 'L My Appotniment Expires; Lt71 LS'I 1 ff Qrdlbisfl9dlti �yrlhf7G tG� r�$@4�1309 location ofthe D2me'004m ucluul 510"ld to nsWW nrPmtft wpolt lit Aim 05/23/2012 14:28 IFAX 3 MIRIAM fM000/007 PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE Of $55 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET MORE OR LESS TO THE INTRRSECTION WITH COUNTY ROAD, WHICH PLACE IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF.) PARCEL B: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 ?EST OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. Ol d�hifif�didt' Tht7f 1pllel� E1dSe909flMEO 1'xalion of the p*V" 4ypftUl Utual su*Mt d ft VNNi910Kk9w"A nd' wift {9f pml l'f4 05/23/2012 14:28 IFAX 4 MIRIAM 1a607/007 WILDwooD COURT SECTION 15. TWP. 23 N.. ROE_ 4E..W.M. KING COUNTY, WASHINGTON MINISH.WEBB a ASSOCIATES ENGINEERS Jm- CERTIFICATES 4 Z\ ACKNOWLEDGMENTS ,'UE AVO •. - -in ; ' i I e.J r,/� N 'irk YAii't�y I ~ rr rv/WL u.o'.fLN. / _� Mn�Jl .4 ....... 4,7, A, —.e 5 1-04 th 577 114: FILINO 0 D ElS C RI PTI 0 N —A d f P "c R A Tf & T B 9 RESTRICTIONS tz =.� Z;z ...... izeoAdvantaize: King Countv of Washington State Page 1 of 1 a M--s 141st s M U 553720 MILLER'S i tQ a� a 9415" 000 `------s 1 azn ark P—. HOME �. Sentry Dynamics, Inc. and its ffil-ITICQR TITLE COMPANY make representations warranties or conditions, express or, g eoAdvanta9 E implied, as to the accuracy or wwwAgi hare:arg 208.777,1252. completeness of information contained in this report. http://geo.sentrydynamics.net/WA King/default.aspx 5/22/2012 CITY OF TUKfffLA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planninga a�TukwilaWA gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the properly which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at �.�I �`Z�VI (city), —wok (state), on MQu 25 2012 C` au U1_1n Augnli (Print NameM 15 (aa A i✓ SE M4(a (�10l � 1 Wn (Address) 20(o _901q E— 1 1 ,3 lam► �`1 � (Phone Number) On this day personally appeared before me 50N P who executed the foregoing instrument and acknowledged 1 uses and purposes mentioned therein. SUBSCRIBED ANDSVd6IOF1�3�1✓FdtE ME ON i �^ v y MUM Use Applications in PDF1Short Plat-Jan2ol l for PDF foimat.doc (Signature) Ner" 1 to me known to be the individual he signed the same 1 er voluntary act and deed for the THIS .zS NOT AR Pj residing at _ My Commisl the State of Washington expires on MAY 20 /Z CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX. (206) 431-3665 E-mail: planning( Tukwilalf'A.gov APPLICATION R'-:rNRT PLAT JUN 0 2012 CU41MUNI ! Y DEVELOPMENT FOR STAFF USE ONLY Permits Plus Type: P-SS Planner: 1(7 Rk VI 5 File Number: L , Application Complete Date: -7 3 Lo / Z Project File Number: Q Other File Numbers: Z - C2 Application Incomplete Date: NAME OF PROJECT/DEVELOPMENT: LANDFAIR SHORT PLAT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 14062 - 33RD AVE SOUTH, TUKWILA WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1523049071 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: HAN PHAN, PE Address: 5130 - S. 166TH LANE, SEATAC WA 98188 Phone: (206) 446-1292 FAX: E-mail: PBG.ENGR@YAHOO.COM Signature: Date: 6Zs /20/ H:\Land Use Applications in PDF\Short Plat-Jan2011 for PDF foimat.doc i M. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206431-3670 (Department of Community Development) and 206433-0179 (Department of Public Works). Check items Information Required. May be waived in unusual cases, upon approval of Public Works and/or submitted Planning with APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). ✓ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property 1 copy attached). ✓ 4. One set of all plans reduced to either 8 1 /2" x I I" or 11" x 1733 . ✓ 5. Application Fee: See Land Use Fee Schedule. 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice 1019 7. If the project requires SEPA review or involves a short plat of 5 — 9 lots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 6 `l� PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide j� vN them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on o� '�soQ the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will Got receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. H:\Land Use Applications in PDF%Short Plat-Jan201 I for PDF fotmat.doc 0 Check items Information Required. May be waived in unusual cases, upon approval of Public Works and/or submitted Planning with application PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ✓ 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area S ecial Stud Guidelines for additional information. ✓ 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila ✓ file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). (g) Dash in required setback distances from all parcel lot lines. (h) Fire access lanes and turn-arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. 0) Locations of existing and proposed public street rights -of -way and private access easements. ✓ (k) Location, dimension and purpose of existing and proposed easements. Provide recorded aocuments which identify the nature and extent of existing easements. (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). H:\Land Use Applications in PDRShort Plat-Jan2011 for PDF fonnat.doc Check items Information Required. May be waived in unusual cases, upon approval of Public Works andllor ' submitted Planning with application SENSITIVE AREAS PLAN: 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed rofessional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". ✓ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http:Hwww.tukwilawa.gov/pubwks/pwpermit.htm] for further information ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the roe line). ✓ d Total expected cut and fill for plat buildout. ✓ (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to htip:/'/www.tukwilawa.gov/pubwks/pwpermit.html. ✓(g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. ✓ 0) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. ✓ (1) Show proposed lot, tract and easement lines. H:\Land Use Applications in PDF'Short Plat-Jan2011 for PDF format.doc LANDFR SHORT PLAT 14062 - RD AVENUE SOUTH TUKw A, WA 98168 r Land Development & Civil Engineering Consultants TECHNICAL INFORMATION REPORT LANDFAIR SHORT PLAT 14062 — 33RD AVENUE SOUTH TUKWILA, WA 98168 June 2012 I certify that this technical information report and all attachments were prepared either by me or my technical staff working directly under my supervision. CAS SIONAL�', THE CONCEPT GROUP Table of Contents ACRONYMTERMINOLOGY.................................................................................................................................... I SECTION1: PROJECT OVERVIEW.........................................................................................................................1 SITEINFORMATION............................................................................................................................................. I DRAINAGEBASIN ...............................................................................................................................................3 SOILSINFORMATION...........................................................................................................................................4 SECTION 2: CONDITIONS AND REQUIREMENTS....................................................................................................6 DESIGNREQUIREMENTS.....................................................................................................................................6 SECTION3: OFFSTTE ANALYSIS.............................................................................................................................8 SCOPEOF ANALYSIS...........................................................................................................................................8 LEVEL 1 DOWNSTREAM ANALYSIS...................................................................................................................12 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN.........................................................13 EXISTINGHYDROLOGY....................................................................................................................................13 DEVELOPEDSITE HYDROLOGY........................................................................................................................14 PERFORMANCESTANDARDS.............................................................................................................................14 KCRTSHYDROLOGIC MODEL.........................................................................................................................14 FLOWCONTROL...............................................................................................................................................15 WATERQUALITY..............................................................................................................................................15 SECTION5: CONVEYANCE SYSTEM.....................................................................................................................17 100-YEAR FLOOD/OVERFLOW CONDITION......................................................................................................17 SECTION 6: SPECIAL REPORTS AND STUDIES.....................................................................................................17 SECTION7: OTHER PERMITS..............................................................................................................................17 SECTION8: EROSION CONTROL ANALYSIS AND DESIGN...................................................................................17 CONSTRUCTION SEQUENCE AND PROCEDURE..................................................................................................17 TRAPPINGSEDIMENT........................................................................................................................................18 SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS...............................................................18 SECTION 10: OPERATIONS AND MAINTENANCE.................................................................................................18 Appendices Appendix A: Proposed Drainage Plan Appendix B: Erosion Control Appendix C: Maintenance Procedures RECeIVFj) IJUN 0 6 2012 DEVEWpfa�r1r ACRONYM TERMINOLOGY " Inch cf Cubic Feet cfs Cubic Feet per Second CMP Corrugated Metal Pipe DI Ductile Iron HDPE High Density Polyvinyl Ethane KCSWM King County Surface Water Manual PGIS Pollution Generating Impervious Surface PVC Polyvinyl Chloride RCP Reinforced Concrete Pipe SCS Soils Service Conservation Sq Ft Square foot General Notes: 1. The information contained in this report is based on a topography and boundary survey, the King County Assessor's map, stormwater maps, and on -site observations and measurements. If any changes are made to these drawings or the site that will affect the calculations in this report, the engineer shall be notified. All construction based on this report shall be stopped and shall not proceed until the impact of the changes can be reflected in a supplement report. 2. This report is prepared for the sole use of client for the purpose of obtaining land use permits for the property located at 14062 - 33rd Ave South in Tukwila, Washington. All other uses are expressly prohibited without prior written approval from the engineer. 3. All construction related to the drainage system for this project will be in accordance with the 2009 King County Surface Water Design Manual and the 2007 King County Roads Standards unless specifically mentioned in this report and/or approved by the King County. Landfair Short Plat -Technical Information Report June 2012 SECTION 1: PROJECT OVERVIEW The property is located at 14062 - 33rd Ave South in Tukwila, Washington. The property is currently developed with a single family residence. The project proposes to demolish the existing house and construct four (4) single family structures along with associated driveway and utilities. Site Information Location: 14062 - 33rd Ave South; Tukwila, WA 98168 Section/Township/Range: SW Quarter, Sec. 15, T.23, R.4 of W.M. County, State: King County, Washington Governing Agency: King County Design Criteria: 2009 King County Surface Water Manual Zone: Residential Single Family Projec Locatic 0 I �5 11 I N71 :j �znr€ Tc t IM 6 —_ CS14MS S141atS1 �p rn i s� 1 S'11142WSA - T 144h St I a 1 Figure 1 — Vicinity Map / Site Location Not -to -Scale The Concept Group Page 1 r n rl IL Landfair Short Plat -Technical Information Report June 2012 Drainage Basin The property is within the Duwamish River drainage basin and the Green River watershed. The entire project site drains to this basin. The general topography of the site slopes from southwest to northeast. Elevations on the site vary from a high point of 362 feet at the western property line to 340 feet at the eastern property line, with grades varying between 2.0% to 30.0%. wx- 4vf a rig asOR WIN V-3 - , s ,. NSA Project x " LocationNt F . �µ =a Figure 2 — Drainage Basin Study Area Map Not -to -Scale The Concept Group Page 3 Landfair Short Plat —Technical Information Report June 2012 Soils Information Soils Survey The Geologic Map of King County indicates the soil type within the project as Vashon Subglacial Till. The KCRTS equivalent soils group, Till. A particle size distribution soils analysis was performed by A.A.R., Testing Laboratory Inc. on May 3, 2012. The analysis confirms that the soils at the site are composed of 17% fine silt/clay and 31 % fine sand; the Unified Soil Classification System (USCS) classification of the soils is SM, composed of silty sands. Due to the high percentage of silt and fine sand, infiltration is not feasible for this project site. TU4'- � i Y !. J �`�• � ��;� • tip--� - �r Project Location Younger Glacial Deposits (Fraser Glaciation, Pleistocene) Qvr - Vashon recessional outwash deposits 0 Qvrl - Vashon recessional lacustrine deposits Qvrc - Vashon recessional coarse -grained deposits Qvi - Vashon ice -contact deposits 0 Qvt - Vashon subglacial till Geologic Map of King County Compied by Derek B. Booth, &-&W A Troost t Aaron P Wisher ktardh 2OW Figure 3 — Soils Map Not -to -Scale The Concept Group Page 4 100 90 80 70 W 60 Z Li Z 50 W U w 40 a 30 20 Particle Size Distribution Report GRAIN SI7F - mm % COBBLES % GRAVEL % SAND % FINES CRS= FINE CRS. MEDIUM FINE SILT I CLAY 0.0 6.0 1. 22.0 8.0 16.0 31.0 17.0 SIEVE SIZE PERCENT FINER SPEC* PERCENT PASS? (X=NO) 2 in. 100.0 1 in. 98.0 3/4 in. 94.0 3/8 in. 82.0 #4 72.0 #10 64.0 #30 54.0 #40 48.0 #50 40.0 #60 35.0 # 100 25.0 #200 17.0 #270 15.0 #325 14.0 Material Description RedBrn Silty sand with gravel Atterbera Limits PL= LL= Pl= Coefficients D85= 11.3 D60= 1.07 D50= 0.472 D30= 0.201 D95= 0.0530 D10= Cu= Cc= Classification USCS= SM AASHTO= Remarks Tested & Calculated by: M. Blackwell Reviewed by: Mike Blackwell Received-5/4/12, Tested-5/8/12 (no specification provided) Sample No.: 01 Source of Sample: 14062 33rd Ave. So. Date: 5/31/12 Location: Elev./Depth: A.A.R. Client: The Concept Group Testing Project: Misc Lab Laborato Inc. Project No: 12-305 Plate 113 Landfair Short Plat -Technical Information Report June 2012 SECTION 2: CONDITIONS AND REQUIREMENTS Design Requirements The 2009 King County Surface Water Manual (KCSW) sets forth the drainage design requirements for this project. The project adds more than 5,000 SF of new impervious surface; therefore, is subject to a full drainage review. The eight (8) Core Requirements and five (5) Special Requirements of the SWM drainage requirements are detailed in this section. Table 1 provides a summary to the requirements. Table 2 - Jurisdictional Requirements Peak Run-off Control: Level 2 Conservation Flow Control (Exempt based on 0.10 cfs exemption Water Quality: Enhanced Basic (Exempt, PGIS area <5 000 SF) Conveyance: 25 year developed event (N/A - no conveyance systemproposed) Downstream Analysis: Ya mile Core Requirement #1: Discharge at the Natural Location Stormwater runoff from the entire project presently sheet flows in a northeasterly direction towards 341h Avenue South. In the developed condition, stormwater will continue to discharge at its natural location. Core Requirement #2: Offsite Analysis Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 341h Avenue South. It then travels north in a close -pipe system for approximately 175 FT along 341h Avenue South and continues west for another 150 FT. The stormwater then travels north along 33rd Place South for approximately 350 FT before entering the drainage system along South 1401h Street. The stormwater continues to travel east in the closed pipe system along 1401h Street beyond a quarter mile from the project. Core Requirement #3: Flow Control The property is located within the Level 2 Flow Control area per the King County stormwater map. However, impervious surface stormwater will be dispersed using full and limited dispersion BMP's and flow control facility sizing credits applied per the BMP credits specified in Table 1.2.3.C. The project is exempt from flow control requirements because the threshold discharge area within the proposed project generates less than a 0.10 cfs increase in the existing site condition 100-year peak flow rate. Refer to Section 4 for a detailed analysis of the flow control exemption. Core Requirement #4: Conveyance System There is no conveyance system proposed for this project. The Concept Group Page 6 Landfair Short Plat -Technical Information Report June 2012 Core Requirement #5: Erosion and Sediment Control The project will provide erosion and sediment controls (ESC) to prevent, to the maximum extent practicable, the transport of sediment from the project site. Refer to Section 8 of this report for a discussion of the ESC measures proposed. Core Requirement #6: Maintenance and Operations Maintenance and operations of all drainage facilities is the responsibility of the property owner. Maintenance and operation guidelines are provided in Section 10 of this report. Core Requirement #7: Financial Guarantees and Liability This project is exempt from this core requirement because the stormwater facilities are privately owned and maintained. Core Requirement #8: Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project will create 8,000 square feet of new impervious surface, only 800 square feet is pollution - generating impervious surface (PGIS). Special Requirement #1: Other Adopted Area -Specific Requirement Based on pre -application meeting notes, no other area -specific requirements are imposed on this property. Special Requirement #2: Flood Hazard Delineation Based on FEMA Flood Map #53033C0960F, the project area is located in Zone X, a 500-year flood plain. Special Requirement #3: Flood Protection Facilities The project is not located in a flood hazard area; therefore, it is exempt from Special Requirement #3. Special Requirement #4: Source Control This project is a single-family residential community development. It is not a commercial, industrial, or multifamily site development; therefore, it is exempt from Special Requirement #4. Special Requirement #5: Oil Control This project not defined as a high -use site per section 1.3.4 of the 2009 KCSWM; therefore, it is exempt from Special Requirement #5. The Concept Group Page 7 Landfair Short Plat -Technical Information Report June 2012 SECTION 3: OFFSITE ANALYSIS Scope of Analysis Task 1: Study Area Definition and Map The study area of the downstream analysis extends beyond '/a mile from the project discharge location as shown in Figure 4 below. % f z' 1/a mile `v flow path z direction �� G downstream07 . .p,. t I1.1v 2 -`T �lEi � 41" T + r-' mil • 7A�� a. WCa�..,, , id aGw4.rz*@C• �. 1. PA �.� M^,. r � :5�., s .4$• fin\ {y _ F .. a'v..� � '. _ k°Blt, �t_ a> s Figure 4 — Study Area Map Not -to -Scale The Concept Group Page 8 Landfair Short Plat —Technical Information Report June 2012 Task 2: Resource Review A resource review was conducted to document existing and potential flooding and erosion problems. • Floodplain Map: Based on FEMA Flood Map #53033C0960F, the project area is located in Zone X, an area outside of the 500-year flood plain zone. � Nalrc n Ftuap asa ucE?miam LEGEND 9E ECIAL FLOGO HAZARD ARIAS INUNDATED ,lt r BY IOB�YEAR PLE]OD ZONE A N' I_ 1."t c!»nun+Aw.mmd. ZONE AE lire• R..1 .1•P:meMrnriiti.t. �' RM ZONE M 1A.A U,.' d 1 In 1 6� —A: amr. ri Ix�MirF; Ixwn N..I rlr�.:n:m. n y� p;E�/�� y'� 9I FLOOD INSURANCE �AREC MAP Am.cr.wl. ZONE AO 1 101,0. of 1 1 L. .1is +hw fl Rem I Jr l CGUNE'I�Y, hvm I Rw dl I rn LS x.Sry. iKI�d�Q♦`�y ]� INGTON AND n1�ri...Fr� aaamm�l. TONE A99 ]�. L• IrnnriM In..n 11k1-n+. R�.A Iw 1'iT,A�4.7il �q/�Z��m('� y��� rydlpp� L ,� � INOO li-4r'.31A ARFAS Fnhtl Md Fraum umh. c•+.ImNm: mIvw i4•.;Mxw dVrvmml el r PNNEII 961 a` TM ZONE V C-1 4.M Alb +. 01 I+vamt nwa• aflXrti; n:i Ara• 14.'R <IttLliw IiYr]YM1'nfJ. Imo.' YM£ r(iLY% POP 6!SrCL N34 RtNIG9� ZONE VE G-1 11.m1 All. AM+.h nmmJ —11 mlrvmi lur Z"I 'Inmmm .MrvmmJ. ELOODWAY AREAS IN ZONE AE 01'HUR FLOOD AREAS IL_�11 LONE % Tn+v .d .•.UO-nn Il�. ren nl MtrYsr p,,.wlu.9n M ENR 47V Ai.rl yllh amR:: MIAb rJ k.s Ihrn m mrmm. .Ntl OP/M 1 {�. rr rnlh brf/ijF a.r5 IrR Nrn I xµ.e mh- aM ..er (marnrl 9y �YM)C.� aP.l? � Imm .0R 1N' es Ni F..rc (n�m thl+.mrr Rxvl OTHER. AREAS ZONE Y .emae Awwn:x,1 ar M Wnanr ,tn-y.m Rmnlflun ZONE O .Lem+0. Mi h Pael W�wnN m.. Wr NNpEp UNMELOPED COASTAL BARRIERS MMUS F Will RRJSU- �64 {�� ItlrFtlR!tl IJenIi+H D1hr.m:r Of11F 1961 197P Ralaua � [.m'ra1 IwPAr m n�.1Pro mnmaa wean a .9na.rr m Scec+d w R A MInM A-. fl m _Bauman E'9dem1 Ri,.V—y Malual A mcy Zmm O Eamw.n The Concept Group Page 9 Landfair Short Plat -Technical Information Report June 2012 • Other Offsite Reports: The drainage complaint log from King County's Water and Land Resources Division Stormwater Services Section indicates that there are no significant existing drainage and flooding problems within a '/a mile downstream of the project within the last 10 years. Figure 6 — Drainage Complaint Map Not -to -Scale Wetlands Inventory: The project site is not located in or near a mapped wetland per the King County sensitive areas inventory maps. Project Location Figure 7 — Wetland Inventory Map Not -to -Scale The Concept Group Page 10 Landfair Short Plat -Technical Information Report June 2012 • Sensitive Area (Erosion) Maps: The project site is not located in or near a mapped erosion area per the King County wetland inventory maps. cwi Project Location Figure 8 — Sensitive Areas Map (SAO Erosion) Not -to -Scale • Hazard Area and Landslide Area Maps: The project site is not located in or near a hazard or landside area per the King County sensitive areas inventory maps. Project Location Figure 9 — Sensitive Areas Map (Hazard Area & Landslide) Not -to -Scale The Concept Group Page 11 Landfair Short Plat -Technical Information Report June 2012 Level 1 Downstream Analysis Task 3: Field Inspection A downstream analysis was conducted on May 2, 2012. The weather was sunny with temperatures in the mid 50's degrees Fahrenheit. The property is currently developed with one (1) single family residence structure. The project proposes to demolish the existing structure and construct four (4) single family structures along with associated driveway and utilities. The proposed structures will be accessed from 33`d Avenue South. Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 341h Avenue South. It then travels north in a close -pipe system for approximately 175 FT along 341h Avenue South and continues west for another 150 FT. The stormwater then travels north along 33`d Place South for approximately 350 FT before entering the drainage system along South 140th Street. The stormwater continues to travel east in the closed pipe system along 140th Street beyond a quarter mile from the project. Task 4: Drainage System Description and Problem Descriptions Stormwater runoff from the entire project sheet flows in a northeasterly direction towards 34th Avenue South. Based on this field inspection and review of past drainage complaint records, there appears to be no significant erosion or capacity problems within a 1/a mile downstream of the property. Task 5: Mitigation of Existing or Potential Problems Flows from the development will be mitigated with full and limited dispersion trench, sheet flowing to a vegetated path within the subject property prior to continuing to sheet flow into the closed pipe drainage system located on 341h Avenue South. The Concept Group Page 12 Landfair Short Plat —Technical Information Report June 2012 SECTION 4: FLOW CONTROL /WATER QUALITY ANALYSIS AND DESIGN Existing Hydrology Offsite Contribution Due to the natural topography of the project area and the adjacent curb and gutter storm system along 33rd Avenue South, offsite contribution from upstream properties is minimal and therefore not accounted for in the stormwater model. Existing Onsite Conditions Although the total property area is 61,235 SF, only 29,800 SF will be disturbed during the development. The Threshold Discharge Area #1 for KCRTS models is the disturbed area of 29,800 SF. The Threshold Discharge Area #2 was not modeled in the KCRTS model because there is no change from existing and developed conditions. Threshold Area #1 � Threshold Area #2 ■ /• cs /l � li � T gyp. _ - _ — 9�TM PL�E 9 —~ _ � • Figure 10 — Threshold Discharge Areas Not -to -Scale Existing Natural Location of Discharge Stormwater runoff from the entire project presently sheet flows in a northeasterly direction towards 34`h Avenue South. In the developed condition, stormwater will continue to discharge at its natural location. The Concept Group Page 13 Landfair Short Plat -Technical Information Report June 2012 Developed Site Hydrology The project proposes to demolish the existing single family structure to construct four (4) single family residences. Stormwater from Threshold Discharge Area #1 will be collected in a system of yard drains and pipes and routed to the dispersion trenches. Stormwater runoff from Threshold Discharge Area #2 will continue to sheet flow towards 34`h Avenue South. Performance Standards Level 2 Flow Control This project will create approximately 8,000 square feet of new impervious surface; therefore, is subject to full drainage review under Level 2 flow control criteria. KCRTS Hydrologic Model The King County Runoff Time Series (KCRTS) Hydrologic Model is the required methodology under the 2009 King County Surface Water Design Manual for sizing detention facilities. Per the 2009 KCSWDM, Section 1.2 (page 1-47), "when sizing flow control facilities and assessing exceptions from the flow control facility requiremen4 target impervious surfaces served by a flow control BMP that meets the design specifications for that BMP in Appendix C and the requirements for use of BMP credits in Section 5.2.2 may be modeled as spec�fied in Table 1.2.3.0 below." Per Table 1.2.3.0 shown below, stormwater from roof area that is routed to full dispersion trenches is modeled as forested. Stormwater from roof area that is routed to limited dispersion trenches is modeled as 50% grass and 50% impervious surface. 2009 KCSWDM, pa,e 1-47 TABLE 1.2.3.0 FLOW CONTROL BMP FAC:ILiCTI" SiZINC: CREDITS") Flow Control BMP Type Facility Sizing Credit Full dispersion Model fully dispersed surface as €orestt2) Full infiltration0) Subtract impervious area that is fully infiltrated Limited infiltration Model tributary impervious surface as 50% impervious, 50% grass Basic dispersion Model dispersed impervious surface as 50% impervious, 50% grass Rain garden Model tributary impervious surface as 50% impervious, 50% grass Tables 2 - 4 summarizes the KCRTS inputs for Threshold Area #1. Table 2 —KCRTS Inputs Rainfall Region SeaTac Scale Factor 1.0 Table 3 —Existing Conditions in KCRTS Model Till Forest Till Grass Impervious Total 0.684 0.00 0.00 0.684 The Concept Group Page 14 Landfair Short Plat —Technical Information Report June 2012 Table 4 — Developed Conditions in KCRTS Model Till Forest Till Grass Impervious Total 0.073 0.556 0.055 0.684 Tables 5 summarizes the KCRTS output. With the proposed dispersion trenches, the 100-year peak flow rate of the developed site is only 0.094 cfs higher than the existing forested condition. Table 6 —Peak Runoff Rates (cfs) Event Existing Condition Developed Condition 100-year 0.055 0.149 Flow Control Per the 2009 KCSWDM, Section 1.2 (page 1-42), this project is exempt from flow control requirements for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of the developed 10o year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100year peak flows for the same surface areas. Note. for the purposes of this calculation, target surfaces served by flow control BMPs per Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p.1-4-7). 2009 KCSWDM, page 1-42 2. The facility requirement in Conservation Flow Control Areas is waived for any threshold discharge area in which there is no more than a 0.1-cfs difference in the sum of developed 100-year peak flows for those target surfaces subject to this requirement and the sum of historic site conditions 100- year peak flows for the same surface areas. Note: for the purposes of this calculation, target surfaces served by flow control BMPs per Appendix C may be modeled in accordance with the flow control BMP facility sizing credits in Table 1.2.3.0 (p. 1-47). Flow control facilities are not required because the project creates less than a 0.10 cfs increase in discharge from the existing condition for the 100-year storm event per the KCRTS analysis above. Water Quality This project is exempt from Water Quality requirements as defined by Core Requirement #8 based on the surface area exemption. Although the project will create 8,000 square feet of new impervious surface, only 800 square feet is pollution - generating impervious surface (PGIS). PGIS is defined as "an impervious surface considered to be a significant source of pollutants in surface and storm water runoff. Such surfaces include those subject to vehicular use or storage of erodible or leachable materials, wastes, or chemicals, and which receive direct rainfall or the run-on or blow-in of rainfall." Non-metal rooftops are not considered PGIS; therefore, are not included in the PGIS area calculations. Water quality is not required for this project because the project does not create more than 5,000 sq ft of pollution generating impervious surfaces. The Concept Group Page 15 Landfair Short Plat -Technical Information Report June 2012 KCRTS Data for Existing Conditions Ie7 1a FArea---- J Till Forest 0.68 acres Till Pasture 0.00 acres' Till Grassi 0.00 awes) Outwash Forest 0.00 saes' Outwash Pasture'. 0.00 acres Outwash Grass 0.00 awes Wetland: 0.00 acres'. Impervious .0.00 awe_ s Total 0.68 awes Factor: 1.00 Hourly Reduced Time Series: Landfair-bdstin0.tsf » Compute Time Series User Flow Frequency Analysis Time Series File:landfair existing.tsf ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.043 2 2/09/01 18:00 0.012 7 1/06/02 4:00 0.032 4 2/28/03 3:00 0.001 8 3/24/04 21:00 0.019 6 1/05/05 8:00 0.033 3 1/18/06 20:00 0.028 5 11/24/06 4:00 0.055 1 1/09/08 9:00 Computed Peaks -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.055 1 100.00 0.990 0.043 2 25.00 0.960 0.033 3 10.00 0.900 0.032 4 5.00 0.800 0.028 5 3.00 0.667 0.019 6 2.00 0.500 0.012 7 1.30 0.231 0.001 8 1.10 0.091 0.051 50.00 0.980 KCRTS Data for Developed Conditions TIII Forestl 0.07 owes) Till Pasture! 0.00 awes Till Grass, 0.56 acres� Outwash Forest! 0.00 awes Outwash Pastureacres Outwash Grass' 0.00 Baca' Wetland 0.00 acres; Impervious', 0.05 Baca (Total- 0.68 scresl Scale Factor: 1.00 Hourly Reduced Time Series: Landfalr_Dev.tsf >> Compute Time Series Modify User Input File for computed Time Series I.TSF) Flow Frequency Analysis Time Series File:landfair dev.tsf ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.066 4 2/09/01 2:00 0.038 6 1/05/02 16:00 0.082 2 2/27/03 7:00 0.024 8 8/26/04 2:00 0.038 7 1/05/05 8:00 0.068 3 1/18/06 16:00 0.062 5 11/24/06 3:00 0.149 1 1/09/08 6:00 Computed Peaks -----Flow Frequency Analysis------- - - Peaks - - Rank Return Prob (CFS) Period 0.149 1 100.00 0.990 0.082 2 25.00 0.960 0.068 3 10.00 0.900 0.066 4 5.00 0.800 0.062 5 3.00 0.667 0.038 6 2.00 0.500 0.038 7 1.30 0.231 0.024 8 1.10 0.091 0.127 50.00 0.980 The Concept Group Page 16 Landfair Short Plat -Technical Information Report June 2012 SECTION 5: CONVEYANCE SYSTEM There is no conveyance system proposed for this project. 100-Year Flood/Overflow Condition During overflow conditions, stormwater will sheet flow to the west towards Ambaum Blvd South. SECTION 6: SPECIAL REPORTS AND STUDIES No special reports have been prepared for this project. SECTION 7: OTHER PERMITS • Building Construction Permit SECTION 8: EROSION CONTROL ANALYSIS AND DESIGN All erosion and sediment control measures shall be governed by the requirements of the 2009 KCSWM. An Erosion and Sedimentation Control plan has been prepared to assist the contractor in complying with these requirements and designed to prevent sediment -laden run-off from leaving the site during construction. Refer to Appendix B for Erosion Control plans and details. The erosion potential of the site is influenced by four major factors: soil characteristics, vegetative cover, topography, and climate. Erosion/ sedimentation control is achieved by a combination of structural measures, cover measures, and construction practices that are tailored to fit the specific site. Construction Sequence and Procedure Prior to the start of any grading activity upon the site, all erosion control measures, including installation of a stabilized construction entrance, shall be installed in accordance with the construction documents. The best construction practice will be employed to properly clear and grade the site and to schedule construction activities. The planned construction sequence for the construction of the site is as follows: 1. Pre -construction meeting. 2. Post sign with name and phone number of ESC supervisor (may be consolidated with the required notice of construction sign). 3. Flag or fence clearing limits. 4. Install catch basin protection if required. 5. Grade and install construction entrance(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Grade and stabilize construction roads. 8. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. The Concept Group Page 17 Landfair Short Plat -Technical Information Report June 2012 9. Maintain erosion control measures in accordance with King County standards and manufacturer's recommendations. 10. Relocate erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the King County Erosion and Sediment Control Standards. 11. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 12. Stabilize all areas that reach final grade within seven days. 13. Seed or sod any areas to remain unworked for more than 30 days. 14. Upon completion of the project, all disturbed areas must be stabilized and BMPs removed upon approval from City of Tukwila. Trapping Sediment Structural control measures will be used to reduce erosion and retain sediment on the construction site. The control measures will be selected to fit specific site and seasonal conditions. The following structural items will be used to control erosion and sedimentation processes: • Temporary gravel construction entrance • Filter fabric fences (Silt fences) • Ground cover measures such as straw cover and/or hydroseeding • Inlet protection Vehicle tracking of mud off -site shall be avoided. Installation of a gravel construction entrance will be installed at a location to enter the site. The entrances are a minimum requirement and may be supplemented if tracking of mud onto public streets becomes excessive. SECTION 9: BOND QUANTITIES AND DECLARATIONS OF COVENANTS None known at the time this report was prepared. SECTION 10: OPERATIONS AND MAINTENANCE The owner or operator of the project shall be responsible for maintaining the stormwater facilities in accordance with the requirements as attached in Appendix C. Proper maintenance is important for adequate functioning of the stormwater facilities. If it is unclear whether a problem exists, contact a Professional Engineer. Dispersion trenches must be maintained as follows: • Trenches must be inspected annually and after major storm events to identify and repair any physical defects. Maintenance and operation of the system should focus on ensuring the system's viability by preventing sediment -laden flows from entering the device. Excessive sedimentation will result in a plugged or non-functioning facility. • If the dispersion trench has a catch basin, sediment accumulation must be removed on a yearly basis or more frequently if necessary. Prolonged ponding around or atop a device may indicate a plugged facility. The Concept Group Page 18 Landfair Short Plat -Technical Information Report June 2012 • If the device becomes plugged, it must be replaced. • Keeping the areas that drain to the dispersion trenches well swept and clean will enhance the longevity of these devices. • For roofs, frequent cleaning of gutters will reduce sediment loads to these devices. The Concept Group Page 19 Landfair Short Plat -Technical Information Report June 2012 Appendix A Proposed Drainage Plan The Concept Group Appendix m 0 hoc - 11 i v i ------' 7 Y1 � �—z—a I SEE RNS �E f^ fn � FI pM 1A g Fb�Da NO.1 DATE I BY I REVISIONDESCRIPNDN JOB NO. I ISSUEDAIE 6-10-2012 vimog "a "a -a LANDFAIR SHORT PLAT DESIGNED BV: — H, H. PW Dlft° WOdEM ° "'"° 14062 - 33RD AVE SOUTH DRAWN By. H. H. PHAN B $,DGaN�166M lane $13WA 90IBB so Y TUKWILA�WA 98168 CNECNED BV: T (206) 239fiA73 K "® PROI..MNGR: DRAINAGE PLAN"' < AND DETAILS Landfair Short Plat -Technical Information Report June 2012 Appendix B Erosion Control The Concept Group Appendix RENSION DESCRIPTION p all ; I Io 9.0 F; 25 > LL �yy A� 3 3 7a oF E P f SA N 09 ct a Fi 10 I I V330, DESKiwo v: H. H. 1 ard DRAWN By'. H. H. PHAiN PHAN 13TD SAWN 5 NlS" WA CHECKED BY: T(206)22 22 A O L 10, D JR9 I It 2?.12 10_ ql g Zi p 5A N o ;D Up sat .1A HI FR LANDFAIR SHORT PLAT 14062 - 33RD AVE SOUTH TUKWILA, WA 98168 TESC DETAILS"" Nay 24. -2 - 5:13pm L: \�atM9�x�n00 - Lm m,tcwu Wrmnpatn,nw-r>-oi.mq ) z—ate -- co as 7 ------------------ w / y5°t; ey • 'c �� ''K3 s , , /�e" / F b� •tp`LO pQ,, F� '"--- _ _ _ ;'1�' ; � d W --" i i 1 i 1 *---� - - 34THPLACEB M � M D SD o� a€R6€ v A m= one I a Ll 0 Ds m Z �• m G P � J m m ?DO om nc0 NO.1 DATE I BY I REAMONDESORIPTION JOB NO. Rt2Y,. I ISBUEDATE e. Lp]30, a LANDFAIR SHORT PLAT OESTONEDBY: PHADiz H. H. PHAN On�pmatan00.1F JMx�V 14062 - 33RD AVE SOUTH DRAWN BY: H. H. PHAN Si Sim wa 981M ` Q TUKWILA, WA 98168 CHECKED BY: T(306)]3%9l1 Paa. TnNKST: TESC PLAN D32 COVER MEASURES D.3.2.4 PLASTIC COVERING Code: PC Symbol: Z Purpose Plastic covering provides immediate. short-term erosion protection to slopes and disturbed areas. Conditions of Use 1. Plastic covering may be used on disturbed areas that require cover measures for less than 30 days. 2. Plastic is particularly useful for protecting cut and fill slopes and stockpiles. Note: The relatively i apid breakdown of most polyethylene sheeting makes. it unsuitable for long -teen applications. 3. Clear plastic sheeting may be used over newly -seeded areas to create a greenhouse effect and encotuage grass growth. Clear plastic should not be used for this purpose during the summer months because the resulting high temperatures can kill the grass. 4. Due to rapid runoff caused by plastic sheeting; this method shall not be rued upslope of areas that might be adversely impacted by concentrated runoff. Such areas include steep and/or unstable slopes. Note: There have been main, problems with plastic, usually attributable to poor installation and maintenance. However, the material itself can cause problems, even when co»•ectly installed and maintained, because it generates high-velocih" runoff and breaks dolt n quickly due to ultrmliolet radiation. In addition, if the plastic is not completely removed, it can clog drainage system inlets and outlets. It is highly recommended that alternatn=es to plastic sheeting be used whenei er possible and that its use be limited. Design and installation Specifications 1. See Figure D.3.2.D for details. 2. Plastic sheeting shall have a nunumni thickness of 0.06 millimeters. 3. If erosion at the toe of a slope is likely, a gravel berm, riprap, or other suitable protection shall be installed at the toe of the slope in order to reduce the velocity of runoff. FIGURE D.3.2.1) PLASTIC COVERV G TIRES, SANDBAGS, OR EQUIVALENT ,i• •r •'t••;• r,' ��• MAY BE USED TO WEIGHT PLASTIC `•` �`:. r L '•� ' — SEAMS BETWEEN SHEETS MUST _ 1II-1IT-1 - — ---- — — OVERLAP A MINIMUM 12" AND BE WEIGHTED OR TAPED TOE IN SHEETING IN -, I�E] I I -I I P) MINIMUM 4"X4" TRENCH 11=1 I —1 1 PROVIDE ENERGY DISSIPATION �/ ;:� '• ' AT TOE WHEN NEEDED = _I •_ • •" .~' �!,"r : „ 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-17 SECTION D.3 ESC MEASURES D.3.3 PERIMETER PROTECTION Perimeter protection to filter sediment from sheetwash shall be located downslope of all disturbed areas and shall be installed prior to upslope grading. Perimeter protection includes the use of vegetated strips as well as; constructed measures; such as silt fences_ fiber rolls; sand/gravel barriers, brush or rock filters, triangular silt dikes and other methods. During the wet season, 50 linear feet of silt fence (and the necessary stakes) per acre of disturbed area must be stockpiled on site. Purpose: The purpose of perimeter protection is to reduce the amount of sediment transported beyond the disturbed areas of the constriction site. Perimeter protection is primarily a backup means of sediment control. Most; if not all, sediment -laden water is to be treated in a sediment trap or pond. The only circumstances in which perimeter control is to be used as a primary means of sednment removal is when the catchment is very small (see below). When to Install: Perimeter protection is to be installed prior to any upslope clearing and grading. Measures to Use: The above measures may be used interchangeably and are not the only perimeter protection measures available. If surface water is collected by an interceptor dike or swale and routed to a sediment pond or trap, there may be no need for the perimeter protection measures specified in this section. Criteria for Use as Primary Treatment: At the boundary of a site, perimeter protection may be used as the sole form of treatment when the flow -path meets the criteria listed below. If these criteria are not met, perimeter protection shall only be used as a bacluip to a sediment trap or pond. Average Slope 1.511:1V or less 2H:1 V or less 411:1V or less 611:1V or less 1 OR 1 V or less D.3.3.1 SILT FENCE Code: SF Slope Percent Flowpath Length 67% or less 100 feet 50% or less 115 feet, 25% or less 150 feet 16.7% or less 200 feet 10% or less 250 feet Symbol: Purpose Use of a silt fence reduces the transport of coarse sediment from a construction site by providing a temporary physical barrier to sediment and reducing the runoff velocities of overland flow. Conditions of Use 1. Silt fence may be used downslope of all disturbed areas. 2. Silt fence is not intended to treat concentrated flows,. nor is it intended to treat substantial amounts of overland flow. Any concentrated flows must be conveyed through the drainage system to a sediment. trap or pond. The only circumstance in which overland flow may be treated solely by a silt fence, rather than by a sediment trap or pond, is when the area draining to the fence is small (see "Criteria for Use as Primary Treatment" on page D-30). Design and Installation Specifications 1. See Figure D.3.3.A and Figure D.3.33 for details. 1/9/2009 2009 Surface Water Design Manual — Appendix D D-30 D3.3 PERIMETER PROTECTION 2. The geotextile used must meet the standards listed below. A copy of the manufacturer's fabric . specifications must be available on site. AIDS (ASTM D4751) 30-100 sieve size (0.60-0.15 mm) for slit film 50-100 sieve size (0.30-0.15 mm) for other fabrics Water Permittivity (ASTM D4491) 0.02 sect minimum Grab Tensile Strength (ASTM D4632) 180 lbs. min. for extra strength fabric 100 lbs. min. for standard strength fabric Grab Tensile Elongation (ASTM D4632) 30% max. Ultraviolet Resistance (ASTM D4355) 70% min. Standard strength fabric requires wire backing to increase the strength of the fence. Wire backing or closer post spacing may be required for extra strength fabric if field performance warrants a stronger fence. 4. Where the fence is installed, the slope shall be no steeper than 2HA V. 5. If a typical silt fence (per Figure D.3.3.A) is used, the standard 4 x 4 trench may not be reduced as long as the bottom 8 inches of the silt fence is well buried and secured in a trench that stabilizes the fence and does not allow water to bypass or undermine the silt fence. Maintenance Standards l . Any damage shall be repaired immediately. 2. If concentrated flows are evident uphill of the fence, they must be intercepted and coin -eyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a. barrier to flow and then causing channelization of floNaTs parallel to the fence. If this occurs, replace the fence or remove the trapped sediment. 4. Sediment must be removed when the sediment is 6 inches high. 5. If the filter fabric (geotextile) has deteriorated due to ultraviolet breakdoxvii, it shall be replaced. FIGURE D.3.3.A SILT FENCE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES. WIRE RINGS. OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD' STRENGTH FABRIC USED FILTER FABRIC z N P� I� fi" MAX. I MINIMUM 4"x4" TRENCH I/ NATIVE S TRENCH WITH NATIVE SOIL OR 3/4"-1.3" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2""x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE 2009 Surface Water Design Manual — Appendix D 1/9/2009 D-31 D.3.4 TRAFFIC AREA STABILIZATION D.3.4.1 STABILIZED CONSTRUCTION ENTRANCE =39 Code: CE Symbol: Purpose Construction entrances are stabilized to reduce the amount of sediment transported onto paved roads by motor vehicles or runoff by constructing a stabilized pad of quarry spalls at entrances to construction sites. Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving a construction site and traveling on paved roads or other paved areas within 1.000 feet of the site. Access and exits shall be limited to one route if possible, or two for linear projects such as roadway where more than one access/exit is necessary for maneuvering large equipment. Design and Installation Specifications 1. See Figure D.3.4.A for details. 2. A separation geotextile shall be placed under the spalls to prevent fine sediment from pumping up into the rock pad. The geotextile shall meet the follo,.ving standards: Grab Tensile Strength (ASTM D4751) 200 psi min. Grab Tensile Elongation (ASTM D4632) 30% max. Mullen Burst Strength (ASTM D3786-80a) 400 psi min. AOS (ASTM D4751) 20-45 (U.S. standard sieve size) Hog fuel (wood based mulch) may be substituted for or combined with quarry spalls in areas that will not be used for permanent roads. The effectiveness of hog fuel is highly variable, but it has been used successfiilly on many sites. It generally requires more maintenance than quarry spalls. Hog fuel is not recommended for entrance stabilization in urban areas. The inspector may at any time require the use of quarry spalls if the hog firel is not preventing sediment from being tracked onto pavement or if the hog fuel is being carried onto pavement. Hog fuel is prohibited in permanent roadbeds because organics in the subgrade soils cause difficulties with compaction. 4. Fencing (see Section D.3.1) shall be installed as necessary to restrict traffic to the construction entrance. 5. Whenever possible. the entrance shall be constructed oil a firm, compacted subgrade. This can substantially increase the effectiveness of the pad and reduce the need for maintenance. Maintenance Standards 1. Quarry spalls (or hog fuel) shall be added if the pad is no longer in accordance with the specifications. 2. If the entrance is not preventing sediment from being tracked onto pavement. then alternative measures to keep the streets free of sediment shall be used. This may include sheet sweeping, an increase in the dimensions of the entrance,. or the installation of a wheel wash. If washing is used, it shall be done on an area covered with crushed rock, and wash water shall drain to a sediment trap or pond. 2009 Surface water Design Manual — Appendix D 1/9/2009 D-39 Landfair Short Plat -Technical Information Report June 2012 Appendix C Maintenance Procedures The Concept Group Appendix APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.6 - CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance Is Needed Results Expected When Component Maintenance Is Performed Structure Sediment Sediment exceeds 60% of the depth from the Sump of catch basin contains no bottom of the catch basin to the invert of the sediment, lowest pipe into or out of the catch basin or is within 6 inches of the invert of the lowest pipe into or out of the catch basin. Trash and debris Trash or debris of more than 'A cubic foot which No Trash or debris blocking or Is located immediately in front of the catch basin potentially blocking entrance to opening or is blocking capacity of the catch basin catch basin. by more than 10%. Trash or debris In the catch basin that exceeds No trash or debris in the catch basin. '13 the depth from the bottom of basin to Invert the lowest pipe into or out of the basin. Dead animals or vegetation that could generate No dead animals or vegetation odors that could cause complaints or dangerous present within catch basin. gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in No condition present which would volume. attract or support the breeding of insects or rodents. Damage to frame Corner of frame extends more than % inch past Frame is even with curb. and/or top slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or Top slab Is free of holes and cracks. cracks wider than '% Inch. Frame not sitting flush on top slab, i.e., Frame is sitting flush on top slab. separation of more than % inch of the frame from the top slab. Cracks in walls or Cracks wider than 1/2 inch and longer than 3 feet, Catch basin is sealed and bottom any evidence of soil particles entering catch structurally sound. basin through cracks, or maintenance person judges that catch basin is unsound. Cracks wider than % inch and longer than 1 foot No cracks more than'/, inch wide at at the joint of any inlettoutlet pipe or any evidence the joint of inlet/outlet pipe. of soil particles entering catch basin through cracks. Settlement/ Catch basin has settled more than 1 Inch or has Basin replaced or repaired to design misalignment rotated more than 2 Inches out of alignment. standards. Damaged pipe joints Cracks wider than''/Z-inch at the joint of the No cracks more than %-Inch wide at Inlet/outlet pipes or any evidence of soil entering the joint of Inlet/outlet pipes. the catch basin at the joint of the Inlet/outlet pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Inlet/Outlet Pipe Sediment Sediment filling 20% or more of the pipe. Inlet/outlet pipes clear of sediment. accumulation Trash and debris Trash and debris accumulated in inlet/outlet No trash or debris in pipes. pipes (includes floatables and non-floatabies). Damaged Cracks wider than at the joint of the No cracks more than %-inch wide at inlet/outlet pipes or any evidence of soil entering the joint of the inlet/outlet pipe. at the joints of the inlet/outlet pipes. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-9 APPENDIX A MAINTENANCE REQUIREMENTS FLOW CONTROL, CONVEYANCE, AND WQ FACILITIES NO.6 - CATCH BASINS AND MANHOLES Maintenance Defect or Problem Condition When Maintenance is Needed Results Expected When Component Maintenance is Performed Metal Grates Unsafe grate opening Grate with opening wider than 7/8 inch. Grate opening meets design (Catch Basins) standards. Trash and debris Trash and debris that is blocking more than 20% Grate free of trash and debris. of grate surface. footnote to guidelines for disposal Damaged or missing Grate missing or broken member(s) of the grate. Grate is in place and meets design Any open structure requires urgent standards. maintenance. Manhole Cover/Lid Cover/lid not in place Cover/Ild is missing or only partially In place. Cover/lid protects opening to Any open structure requires urgent structure. maintenance. Locking mechanism Mechanism cannot be opened by one Mechanism opens with proper tools. Not Working maintenance person with proper tools. Bolts cannot be seated. Self-locking coverflid does not work. Cover/lid difficult to One maintenance person cannot remove Cover/lid can be removed and Remove cover/lid after applying 80 lbs. of lift. reinstalled by one maintenance person. 1/9/2009 2009 Swface Water Design Manual — Appendix A A-10 APPENDIX A MAINTENANCE REQUIREMENTS FOR FLOW CONTROL, CONVEYANCE. AND WQ FACILITIES NO.6 - CONVEYANCE PIPES AND DITCHES Maintenance Defect or Problem Conditions When Maintenance is Needed Results Expected When Component Maintenance is Performed Pipes Sediment & debris Accumulated sediment or debris that exceeds Water flows freely through pipes. accumulation 20% of the diameter of the pipe. Vegetation/roots Vegetation/roots that reduce free movement of Water flows freely through pipes. water through pipes. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs implemented if appropriate. No contaminants present other than a surface oil film. Damage to protective Protective coating Is damaged; rust or corrosion Pipe repaired or replaced. coating or corrosion is weakening the structural integrity of any part of pipe. Damaged Any dent that decreases the cross section area of Pipe repaired or replaced. pipe by more than 20% or is determined to have weakened structural integrity of the pipe. Ditches Trash and debris Trash and debris exceeds 1 cubic foot per 1,000 Trash and debris cleared from square feet of ditch and slopes. ditches. Sediment Accumulated sediment that exceeds 20% of the Ditch cleaned/flushed of all sediment accumulation design depth. and debris so that it matches design. Noxious weeds Any noxious or nuisance vegetation which may Noxious and nuisance vegetation constitute a hazard to County personnel or the removed according to applicable public. regulations. No danger of noxious vegetation where County personnel or the public might normally be. Contaminants and Any evidence of contaminants or pollution such Materials removed and disposed of pollution as oil, gasoline, concrete slurries or paint. according to applicable regulations. Source control BMPs Implemented if appropriate. No contaminants present other than a surface oil film. Vegetation Vegetation that reduces free movement of water Water flows freely through ditches. through ditches. Erosion damage to Any erosion observed on a ditch slope. Slopes are not eroding. slopes Rock lining out of One layer or less of rock exists above native soil Replace rocks to design standards. place or missing (If area 5 square feet or more, any exposed native Applicable) soli. 2009 Surface Water Design Manual — Appendix A 1/9/2009 A-11 City of Tukwila VOLUME PAGE LANDFAIR SHORT PLAT \- DepMmard of Udmmunby Dewlopm.nt ew0 Souuunw Boulevard, Tukr(N, WA 931N A PORTION OF THE SW 114 OF THE SW 114 OF Talagwna(2011)431-WOFAX (205)431.T565 SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST SHORT PLAT NUMBER: L 12-018 DECLARATION Krell as mw by u,ew peered thai w, tha urderaegw4 avmer(s) M M sbnple a ter ewe Iera4n daaubd do hereby murk* a short subdevMbn thane pursuant to RCW 50./7Aap and acknoeledge Mn said subdNlslon sMll not to Twitter divided M my nwrur, RNe1 a psrkd of ftm yens, from OW of record, wNMut the fl ft of a 1tW Pint. Tha urldaaWAd I. due declare this chart plat to be ties PaPw representation a sadhalt subdvblon and theerne- la reads WRh tha 1r -, on end In acwdann with the deata ofthe orrr(s). In,& —dared eve hen an our herds and sa.Is. STATE OF WASHINGTON County of KInp Or, this dry persanaly appeared b f—lw. 4MVIZ -�V,.NBAAiN 514 In w known ho be /w Individual who evocWd De "aim and foregoing Yptrunera wed actre,Nedged dW Iealaw stilted Me same w MsRer voluntary tl and dead for de ,Nor ant purposes tMntn rwntlornd. GNU enter my hard and elchel Mat 04 dry d�JnIE . 20� 17p andN- ti yyy � Nrrwconnntwbned: �G"DW M;P v• TKM: Nr1TAmm PAA BUG WV. ze/2olm TTd" Hay appahanent aaptea: LAND SURVEYORS CERTIFICATE 1 Timers N. Woldwdwp regisend as a lard surveyor by the Store of Washktplon, ow ft Met Us pill V bred on an actual survey of ter had descrWsd harokt, concluded by ne or under my a,ye,vYbr,; OW Ow distarees, coo,es, and a*]" an a — Irerwn correctly; and that marasow" other than dew nemarertle approved for wtlkw ai a IWr dW, haw born sw and lot cernsrs staked on the Ymord w dapkW on Iw pyl. BIZ-0/7 SURVEY IN SW 19 OF SW 114 WNPoRr1:0 COPY OF SECTION 15 T. 23 N.R. 4 E., 20140715900001 WJM- N KING COINP/, WASHINGTON 1-ae—i arc eeeea'� e7/,S/201e M;aa Dad C-0Mnaar S,pL maouk.48. — APPROVALS FRiANCE DIVISIOII DESCRIPTION I:;tlen hawan Peed and! thea deposit has been mode in s,aOcWa Iha taw brtha foNo"Am LEGAL KILD) PARCEL A. Year: that thers m no rul w dtlr dNnt ter 1�w b THAT PORTION OF THE SOUTHWEST QUARTER OF THE , SOUTHWEST QUARTER 4F SECTION 15 ea0actsl taaarenb wsw g aP on c wx.ry ptaparty hereto dedicated wsnem, a0rys, pf puU�C s TOWNSHIP 23 NORTH, RANGE 4 EAST, WAN., IN KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: Thai ds m BEGIMRNG AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15. THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORES&D SECTION A DISTANCE imiCoraaY Tmaeaer Deputy Kind Coady Treasurer OF 856 FEET: THENCE SOUTHERLY PARALLEL WITH THE SOLIP494116IT MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 510 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD. WHICH IS THE TRUE POINT OF BEGINNING: THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF KING COUNTY ASSESSORS APPROVAL SAD OF SOUTHWEST QUARTER OF SAID SECTION,A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL.LINE OF SAD SOUTHWEST QUARTER Esarrrtrad and approved by are Dapemarra ulAeaaerWrrthis / 07W OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 211D FEET, MORE OR LESS TO THE INTERSECTION WITHTHE NORTHEASTERLY MARGIN OF SAID COUNTY Rd1D; THENCE SOUTHEASTERLY ALONG THE NORTFEASIEB.r MARGIN OF sAD POWcouNTv ROAD i0 THE V0 / OF BEGINBEGINNING.NG. W NG KNOWN AS LOT 5. WIDEN CREST ACRES. ACCORDING TO THE 1 Ay.(cr frf, UhRECORD®PLAT THEREOF) KkV County Aaaewer Depuy Aaawaor PA CEI 0• THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. Parcel IIumber(s): 152301W71 TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M. N KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH IOU FEET OF THE NORTH WU FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WIIDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS. PAGE 95, IN KIND COUNTY, WASHINGTON. BASIS OF BEARINGS _ ACCEPTED A PLAT BEARNG OF N8Y4903•E FOR S 141ST STREET BASED ON FOUND MONUMENTS IN CAFE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED BASED ON TITLE REPORT AS PROVIDED BY TCOR TITLE COMPANY COMMITMENT NUMBER 64S34B5 DATED MAY 17, 2012 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NYLON NNO S.0 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS BET BY WAC 332.1304W. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MAY AND D CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS43LNLT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. QW1ER(S): ORCA3 HOMES TLC SM O NIBASN. SR ADDRESS: 813THOUAS AVE SW RENTON. WA OW 005)5504363 TUKWIA SHORT SUBDIV0011 COMMITTEE APPROVAL Rommeedand approved by the Stan StbddaIon Coernklm and Welty Would t r*Q Chairperson. on Subn Connatw Ye -_ ! jw . VICINITY MAP Site Surveying, Inc. •a••+a�e�+aes> =,a>aKenase..ta.are.wn,wAwo74 1eNr,c4=s�sa4e: DRAWND DATE EFJ 1117.71N4 .HOB MA®t 1b13s �p1EC1®BY Tmvv I.-W 3 CRY ofTwmma LANDFAIR SHORT PLAT (VOLUME PAGE SMSwOmftmBwWww4Telnwla,WAU1ee A PORTION OF THE SW 114 OF THE SW 1/4 OF i T*O wm (206143 -Un FAX (206) 431.t885 SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST SHORT PLAT NUMBER: L 12-018 PARrELA. THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 1S, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST OARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET. MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD. WHICH IS THE TRUE POINT OF BEGINNING: THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL L 94E OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD: THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAD COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES. ACCORDING TO THE UNRECORDED PLAT THEREOF) PA GM& THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, IN KING COUNTY. WASHPOTON DESCRIBED AS FOLLOWS: THE SOUTH IMS FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 8S5 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WROWOOD COURT, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME T2 OF PLATS. PAGE 95. IN KING COUNTY, WASHINGTON, A PORTION OF THE FOLLOWING DESCRIBED PARCEL; THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION IS, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, IN KING COUNTY. WASHRNGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAD SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WTN THE EASTERLY MARGINAL LINE OF SAID S0U0IWEST QUARTER OF THE SOUTHWEST OARTER OF AFORESAID SECTION. A DISTANCE OF $10 FEET. MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING. THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID BECTION. A DISTANCE OF 290 FEET. MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROA); THENCE SOUTHEASTERLY ALONG THE N0RTEASTER?LY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING 04OWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL; THENCE, ALONG THE EAST MARGIN OF 330 AVENUE SOUTH, S2rWI2'E 123.23 FEET,'THENCE, CONTINUING ALONG SAID EAST MARGIN, N45'4928W 173.17 FEET, TO THE POINT OF BEGINNING; THENCE, CONTINUING ALONG SAID EAST MARGIN, WY4028'W 142.02 FEET; THENCE CONTINUING ALONG SAID EAST MARGIN, SW'2830V! 2.87 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 10.00 FEET. THROUGH A CENTRAL ANGLE OF 127'092T WITH A DISTANCE OF 22.19 FEET; THENCE N00'7200'E 9356 FEET; THENCE S8S'4D0TW 120.83 FEET, TO THE POINT OF BEGINNING; LOT T A PORTION OF THE FOLLOWING DESCRIBED PARCEL: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAD SECTION 1S. THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION. A DISTANCE OF 810 FEET. MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING: THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING (BEING KNOWN AS LOT S. GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) SAID PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCND AT THE N0RTHWEST CORNER OF THE AFOREMENTIONED PARCEL: THENCE ALONG THE EAST MARGIN OF 33RD AVENUE SOUR. S23'OI17E 12323 FEET; THENCE CONTYMIWO ALONG SAD EAST MARGIN. N4S'4MV 101.05 FEET, TO THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST MARGIN, N4S4929W 71.32 FEET. THENCE N8C4O04'E 120.63 FEET: THENCE NOR2203E 50.00 FEET. THENCE S89'40V" 172.31 FEET, TO THE POINT OF BEGINNING: 0MIMOORCA9 HOMES. LLC AOpRE39: 8137Hp4ASAVE SW a •/,`I�(/��j�(�//°/ n RENTON. WA 9WR DO8i 55O'N3ID � L LQLR A PORTION OF THE FOLLOWING DESCRIBED PARCEL. THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., IN TONG COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST GARTER OF THE SOUTHWEST QUARTER OF SAD SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAD SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PNRALLELTWTH THE EASTERLY MARGINAL UNEOF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET. MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD. WHICH IS THE TRUE POINT OF SMINN114M THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET: THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL. LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION. A DISTANCE OF 290 FEET. MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT S. GOLDEN CREST ACRES, ACCORDNG TO THE UNRECORDED PLAT THEREOF) SAD PORTION BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. COMMENCING AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PARCEL' THENCE, ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'OBY2'E 123.23 FEET; THENCE CONTINUING ALONG SAID FAST MARGIN, NW4rl&W 30.53 FEET, TO THE POUT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST MARGIN. N4S4928W 71M FEET; THENCE N89'40OTE 172.31 FEET: THENCE N00'22TI3'E 50.00 FEET: THENCE S8V4O03'W 223.78 FEET. TO THE POINT OF BEGINNING; LOT 4: ALL OF THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION IS. TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAD SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 8W FEET: THENCE SOUTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION. A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT A GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) LYING NORTHERLY OF THE FOLLOWING OESCRMED LINE: C0MME1NC00G AT THE NORTHWEST CORNER OF THE AFOREMENTIONED PORTION: THENCE ALONG THE EAST MARGIN OF 33RD AVENUE SOUTH, S23'OB12'E 12323 FEET: THENCE CONTINUING ALONG SAD FAST MARGIN, N45'472M 30.53 FEET. TO THE POINT OF BEGINNING OF SAID LIE: THENCE S89.40MW 223.78 FEET, TO THE TERMINUS OF SAID LINE: TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION IS. TOWNSHIP 23 NORTH. RANGE 4 EAST, WM, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 1025 FEET OF THE NORTH =5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST OUARTM OF SAID SECTION, LESS THAT PORTION PLATTED FOR W0.DW00D COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF NITS, PAGE W IN DNG COUNTY. WASHINGTON. SANITARY SEWER LINE EASEMENT PER KC REC 02014082D000767: 00MMENCNG AT THE NORTHWEST CORNER OF L0T 4, CITY OF TUKWIA SH0RT PLAT N0. L 12-01t THENCE, ALONG THE EAST BOUNDARY OF SAID LOT 4. S28'7POSW 25.14 FEET. TO THE POUF OF BEGNINNC: THENCE S5T4O08W 43.05 FEET: THENCE $0022O9'W 64AI FEET: THENCE S894O03'W 216M FEET; THENCE S45'4928'E 21.40 FEET: THENCE NW4O03E 218.06 FEET. THENCE ALOONG A CARVE TO THE RIGHT HAVING A RADIUS OF 78.00 FEET, A DISTANCE OF 35.50 FEET, THROUGH A CENTRAL ANGLE OF 26'IN'49 . THENCE N26'2T03'E 26.33 FEET. MORE OR LESS. TO THE POSIT OF BEGINNING. Site Surveying, Inc. Mwry N~Voylmppl ►a 3/W N@1fO ibM Mm1rTYlA WA 44F74 HNUGm 4213NM/S DRAWN BY FfJ �TE 4174014 JOB NIMER 12.131 TRW 1 - 1'•3I �= s� City ofTQlcmi1e LANDFAIR SHORT PLAT Department of Community Development t 6308Soud ante 6"Ievam,Tukwila, WA MIS A PORTION OF THE SW 114 OF THE SW 114 OF Telephone (2o6)4313670FAX (206)431-M5 SECTION 1S, TOWNSHIP 23 NORTH, RANGE 4 EAST SHORT PLAT NUMBER: L 12-018 CA %42 p61 / �:' .o' BTI:EEr u0HnN0 IK EASEMEET KC REC 5 erg• .3H�a8 GRAPHIC SCALE 16 V 15 11NCH • 3D FT. ��gp�pQpq 'MAZY 14062 33RD / AVENUES �i HOUSE REMAIN) 14066331RDgl; ,ISp- / AVENUE S18 8I yl LT 4 / 14070 33RD ' ;I I AVENUE S ' (36,949OSC FT.) NOTES: 1. ALL FUTURE HOMES SHALL HAVE A FIRE SPRINKLER SYSTEM INSTALLED. 2. THIS SHORT PLAT CONTAINS A PRIVATE SEWER EASEMENT WITHIN LOTS 2 AND 3 FOR THE BENEFIT OF THE OWNERS OF LOTS 1 AND 2 OF THIS SHORT PLAT. OWNERSHIP OF SAID LOTS 1 AND 2 WITHIN THIS SHORT PLAT INCLUDES AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID EASEMENT AND THE CONSTRUCTION, MAINTENANCE, REPAIR AND REPLACEMENT OF IMPROVEMENTS CONTAINED THEREIN. 3. OWNERS OF LOTS 1, 2 6 3 SHALL OBTAIN SEPERATE WATER SERVICE PERMITS FROM WATER OISTRICT a125. 4. OWNERS OF LOTS 1, 2 8 3 SHALL OBTAIN SEPERATE PERMITS FOR POWER, TELECOMMUNICATIONS AND GAS SERVICE. TAK9: ."I TAX e: ,52JOIe390 FOUND BRASS TACK IN LEAD IN — MONIRIF.MCASE \ I I / a LOT 3 I I WILDWDOO CO1"mT �, ' / �I (9,901 I •°~a / Fo SO. FT.) / N 16'tIANNARY I I I J / / "6 / /1407633RD � LOT2 I EASEMENT KC REce I '- � (7,328 zo11o5meeoTeT AVENUE S SQ. FT.) I ( I --- -- _ y / % LOT I I (6,967 SO. FT.) I I 1 � so�22'oa�v ezEa LOT 2 waowoo0 ' m -H i v3.56' 60.00' S0.00' 30.52' �•� 3 DWRT r NOO°22WE 233.09 'a 20.13' toPVT R=78.00' EASEMENT 17.ar =�{L5.5a 'ii'\ 13-26*01C49' /SET REBM AND CAP - ! `: — — — NW'2203'E — --SA UmO � 3 4T ) 34TH PLACES B,ASS FOUND S, OD COURT VOL. 72, PO. AS y y TACK IN LEAD 91 MONUMENT CASE 1.W WIDE FOUND BRASS / / TACK IN LEAD IN �TA•\ / MONUMENTCASE FOUND BRASS ; TACK IN LEAD e/ LEAD � / MLNAMENT CI9E 'R61.05' NODR2V3'E A�S./C TOTAL LOT SIZE 61,235 SQUARE FEET LOT 1 = 60.00 FEET LOT 2 = 50.00 FEET LOT 3 - 50.00 FEET LOT 4 = 135.00 FEET E z° 9 SW1/4, SEC. 15-T2 '-R4E, W.M. N TREE LE( !D DOSTING TREES STILL REMAIN yo'—K I N89140'03 E 294.96' \ 1 ` SS / / , .- — s — — — 8 \\� DOSTING TREES HAVE BEEN REMOVED AN'' \\ \ ram•\ / ea / \ \ 8� -LOT----_ __ `\ \ EMSTING HOUSE TO REMAIN_ 14.E i O i HOUSE ' '1 ; \ I .CATCH BASIN ' I ` \ RIM=343.10' FINISH BOOR=363.1'INVERT 12" CPEP FFE BASEMENT=355.9' / I i �'1 IIIyVERT 12" CPEP j I RIDGE HEIGHT=374.5' SEWER `,\ o; ' EMENT "1 CATCH B2" C \ ._3fi2' S+'•-`}_ J \ I INVERT 12CPEP 66 / \ IlVV \ \ Jp 10' PRIVATES ISEW EASEMENT \ WV ,�� LOT 3 I \ r' "�� (9,901 SQ. F� \ ( I I N89°40'03"E 172.31'lw `�44Try AL T 2 I \ \ j I I N89°40'03'E 110.83' \ \ k�a 41 w (,5 I 4OT 1 I I .. \ (6,967 SQ. FT) I j Ro \ ROW s" I \ 6 c4 i \ \ \ EX 1.0' TRACT A I \ \ CATCH BASIN RIM=355.15' HOUSE $14075 INVERT 12 PEP S=352.75' 1 ; BASEMENT O ' FFE=350.40 \ y \ y'slo �� 9 • MDgdV SSMH E14-10 \I I RRd=351.19'.19' \$ INVERT a \ \ \ INVERT E-343.4 \ �L STORM DRAIN MA RIM=351.65' HORIZONTAL GRAPHIC SCALE ' ! = INVERT 12" CPEP 20 10 0 10 20 k. ` ;?"? y I \ \ ROW DEDICATION ` `` I /y_f� �/' j�WATER LEVEL=34 1 inch = 20 ft. REFERENCE SHEET SHEET NO. 1 OF TREE 1 SHEETS � = Q Q j CCo J F- U) rn w W r U) V CM � L.L Y Z o � Q H J� W IL A, City of Tukwila ct = Department of Community Development 0 6300 Soufhcaroter Boulevard, Tukwlb4 WA 98188 /r Telephone (206) 4313670 FAX (206) 431.36M i LANDFAIR SHORT PLAT ArORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST SHORT PLAT NUMBER ze t /'Zo l GRAPHIC SCALE �� '�' I ,• 15 Q 15 30 60 �a .\\,NOUSE \ 11NCH = 30 FT. / LaE (TOBE` � rl 36,949 SQ. F'f.) • LOT 3 (9,901 16.00' 1 o $I / y m LOT 2 I S` (7,328 I 1 PROPOSED s SEWER LOT 1 I SQ. FT.) I I EASEMENT I .(7,057 SQ. FT.) I R=76.W SEWER m,s L=35.50' EASEMENT o D=26°04'49' BSBL 0' / 0 ,asBL BSBL L BSBL I • L — VULUMC I M12C TAX 4': 16230441301 TAX M. 152304-9300 FOUND BRASS TACK IN LEAD IN MONUMENTCASE I � LOT 1 WILDWOOD COURT i I I V5 I r A I� i CO) i m LOT 2 m WILDOOD —I I 2h �� 113.68' . ` 50:00RT - 60.00, 39.1 15.00 �w C� — --- N00'22'03'E 25321' SET REBAR 25321' PROPOSED —a 2�043�I AND CAP PRIVATE SEWER (TYPICAL) ) 34TH PACE S EASEMENT TRACT A \ FOUND BRASS I. COURT •}� TACK IN LEAD IN .00' WIDE UA \ FOUND &?e MONUMENT CASE / 5 ►wL..1 `� U `1.1�A.0� (5 'rAgI c�INL�EAD7n._ CASE TOTAL LOT SIZE 61.235 SQUARE FEET AVERAGE LOT WIDTHS• OWNERS} LANDFAIR. LLC ( BOIL LOT 1 = 60.00 FEET LOT 2 = 50.00 FEET ;` e ~c LOT 3 = 50.00 FEET ADDRESS2415 62ND AVENUE SEto LOT 4=135.00 FEET MERCER IS!.", E- It WA9W40 g��#0 aT�m`o I, Z co m FOUND IN LEAD BRASS / TACK IN MONUMENT CASE A'3°' -PRE tZ�o°3 13 i7�7 L 12-016 Site Survey & Mapping, Inc. % vw. %mrv* m Mft.00m 10116 214th Ave NE ReMnm(I Wa 9B059 Phones 426.29B4412 DRAWN BY EFJ I DATE 5-W2012 1 .LOB NUMBER 12.134 rj 1. \ �'' �JIVILA, 4� City of Tukwila c! = Department of Community Development a+ 0 8300 Soubwenter Boulevard, Tukwila, WA 98188 �.2 Telephone (206) 431-=0 FAX (2N) 431-M5 Email: tulIplaroukwilamams SHORT PLAT NUMBER LEGAL DESCRIPTION (ma) PARCEL A: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING A'(f•THJF� ORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID . SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE ✓ OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNINGJHENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OFJSOUTHWEST DARTER OF SAID SECTION, A DISTANCE OF 340 FEET, THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE_ . SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCEL B: . THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 2D0 FEET OF THE EAST 855 -- FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. S "6-j 'Pl� ;s st7 P42-(Cxl '4 A F'>P l B LANDFAIR SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST LOT 1' THE FOLLOWING DESCRIBED PARCELS, EXCEPT THE NORTH 235.00 FEET THEREOF: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23�*AIDE'CTION ANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING ARTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST S15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 2D0 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. LOT 2: THE SOUTH 50.D0 FEET OF THE NORTH 235.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 N9�a�TkI RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AletyEYORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAUSECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENqE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE'INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 2D0 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. OWNER(S): LANDFAIR, LLC I►o L ADDRESS2415 62ND AVENUE BEMERCER A96WOISLAND, 't fe U964 0 VOLUME PAGE LOT S: THE SOUTH 50.00 FEET OF THE NORTH 185.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OPTHE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING ATQ&NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102 5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. LOT 4: THE NORTH 135.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15. TOWNSHIP 23 k9ELTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AlQtWNORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 29D FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. PRIVATE SANITARY SEWER EASEMENT THE EAST 10 FEET OF LOT 2, THE EAST 10 FEET OF LOT 3 OF CITY OF TUKWILA SHORT PLAT NO. . AS RECORDED UNDER RECORDING NUMBER RECORDS OF KING COUNTY WASHINGTON. SANITARY SEWER EASEMENT THE NORTH 7.50 FEET OF LOT 3 OF CITY OF TUKWILA SHORT PLAT NO. AS RECORDED UNDER RECORDING NUMBER . RECORDS OF KING COUNTY WASHINGTON; TOGETHER WITH THE FOLLOWING DESCRIBED PORTIONS OF LOT 4 OF SAID SHORT PLAT: THE SOUTH 7.50 FEET TOGETHER WITH AN AREA 15.00 FEET EAST AND NORTH OF THE FOLLOWING LINE: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 4; THENCE N 00'22M* W 96.99 FEET; THENCE S89'37'5r E 1929 FEET TO THE WEST MARGIN OF 34TH PLACE S AND THE TERMINUS OF SAID LINE. L r2—ot5 Site Surrey &. Mapping, Inc. www'•Ntesuve,m A*V.00m 10116 214th Ave NE R%hmW, We 99053 Phone: 42529&"12 DRAWN BY FFJ "NUMBER .^ .�. 0 E z o a x° ri I SW1/4, SEC. 15-T23N-R4E, W.M. \ I I I N89°40'03'E 29IC96' \ ------------------ - _ ----------------------------------- 3u \ `\ --------------- ----------------- ------ PROP. 15' SEWER '--•L------- . A ENT PQ 30� ------ - EXISTING HOUSE °�+ o TO REMAIN _ , - ci'�e \ I„�� 3 F 3 ( o? \ $ ATCH BASIN IM 34 HOUSE / /`\\ I NVERT 72" CPEP FINISH FLOOR 363.1' / t 3 \ NVERT 12" CPEP ,✓! %J _ pe /FF BASEMENT - 355.9. I_ IDGE /HEIHT }'t/R/2; $` I i I`f ` [M - �SBASIN 20' TYP IET 12'E0.4 P E .� �' -� \• � % � ,ate _ � .\ . \ ; !y l Q p 0 f \4£ROP. 10' PRIVATES`. SEWER EASEMENT LOT 3 wv �� (1,901 SQ. FT) �. N89A10173'E I7L31' ` I � � I W f I o I I /y Ay ZtiO�DT2 p�°Py I III 1I�� 4• \ / �• (7,328 SQ. Fi) I+ 4-\ O M89°140'03 E 120.87' P I XAll.,P YALOT 1 (7,057 SQ. FT) I 3.0' RO \ OW I ---- 2. _ I \\ vl a. 1.0' TRACT A h --356-' Al \ �^ ^ / I \ \ CATCH BASIN �RIM - 355.15 p j EARTHWORK VOLUME ESTIMATES INVERT 12 APE' \ 352.75' \ £ ( CUf CY FILL (Cy) \ ua--- ' LOCATION ) SIDE SEWER & DISPERSION TRENCH 200 0 DISTURBED AREA ESTIMATES: — Ssv 55 4.`} SS 55 — SS SS _'� "µme RIM 351.1� LOCATION AREA (SF) WART W - \� I INVERT E - SIDE SEWER, DISPERSION TRENCH & BUILDING 14,410 SEOUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING LIMITS. 2. INSTALL EROSION CONTROL MEASURES (SILT FENCE. ETC.) 3. FIELD LOCATE ALL UTILITIES. 4. INSTALL CONSTRUCTION ENTRANCE. 5. CLEAR AND GRUB SITE 6. GRADE THE SITE 7. INSTALL SIDE SEWERS AND OTHER SITE UTILITIES; PROVIDE CATCH BASIN INLET PROTECTION AT THE NEW OR EXISTING INLET LOCATIONS & CONSTRUCT BUILDING STRUCTURES. 9. REMOVE TEMPORARY EROSION CONTROL FACILITY UPON STABUZA11ON OF ENTIRE PROJECT SITE. AS APPROVED BY THE CITY OF TUKWIUL CLEARING AND TESC CONSTRUCTION NOTES: 0INSTALL SILT FENCE. SEE DETAIL 1, SHEET EC?_ O INSTALL CONSTRUCTION ENTRANCE. SEE DETAIL 2. SHEET EC?_ O INSTALL INLET PROTECTION. SEE DETAIL 3. SHEET ECZ. O DEMOUSH EXISTING SHED. O REMOVE EXISTING TREE O EXISTING TREE TO BE SAVED. SEE DETAIL THIS SHEET. NOTES: 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. SET FENCE CIRC EQUAL TO OR GI CIRCUMFERENCE 6 FT. HIGH CHAII TO ENCLOSE THE CONCRETE PIER HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 inch = 20 N. TREE PROTECTION MEASURES SCALE: NONE REFERENCE SHEET NO. EC1 SHEET 2 OF SHEETS 0 m O— m m z N O ZE Z m Y 0 o c=i a CALL 48 HOURS W BEFORE YOU DIG 1-800-424-5555 z E N I 0 JUINIS IN HLIER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. II-------------- IL---------- ---- II I I 11 1111 u u� 1 s' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" X 4' WOOD POSTS. STEEL FENCE POSTS NOTES: REBAR, OR EQUIVALENT FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. DESIGN AND INSTALLATION SPECIFICATIONS: 2" X 2" X 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED. o FILTER FABRIC N N 4" MIN BACKFlLL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5" WASHED GRAVEL 1. THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D-4751) = 30-100 SIEVE SIZE (0.60-0.15mm) FOR SLIT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) = 0.02 SEC-1 MIN. GRAB TENSILE STRENGTH (ASTM D-4632) = 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632)= 30% MAX. ULTRAVIOLENT RESISTANCE (ASTM D-4355)= 70% MIN. 2.. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANT A STRONGER FENCE. 3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1V. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SILT FENCE DETAIL 1 PER 2009 KING COUNTY SWDM FlGURE 0.3.3.A SCALE: NONE UNDISTURBED GROUND MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCING CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZA11ON OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN IT IS 6' HIGH. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. MAINTENANCE STANDARDS- REFERENCE SHEET NO. SHEET 3 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED ECG O IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. SHEETS 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL -w4k, SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. Q _ Q F- CATCH BASIN co a- O GRATE - ~ Lu Q =Q I--- W co p co NI �// OVERFLOW /� X p C4 Y Z c0 w X J ~ SOLID WALLS \� , CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD / NEW ASPHALT PAVEMENT ��\S��G ROPO RpVW EDGE OF EXISTING PAVEMENT /yam INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE R=25' MIN. J DITCH AS PER KING COUNTY ROAD STANDARDS / 4" TO 8" QUARRY SPALLS GEOTEXTILE UNDERLINE NOTES- FILTER MEDIA FOR DEWATERING POROUS BOTTOM CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL NOTES - THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 CUBIC FEET OF STORAGE WITH THE MEANS TO DEWATER'THE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL____(:3), PER 2009 KING COUNTY SWDM FIGURE D.3.51 SCALE: NONE 15' MIN. PROVIDE FULL WIDE OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD. MAINTENANCE STANDARDS: 100' MIN. 1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRACE IS NOT PREVENTING SEDIMENT FROM BEGIN TRACTED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED.. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL \ BE DONE ON THE AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY ROCK SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXISTING THE SITE AT POINTS OTHER THAT THE CONSTRUCTION ENTRANCE(S), FENCING (SECTION 5.4.1) SHALL BE INSTALLED ON CONTROL TRAFFIC. CONSTRUCTION ENTRANCE DETAIL 2 PER 2009 KING COUNTY SWDM FIGURE D.3.4.A SCALE: NONE 0�H py e c4syii�-r'L 0 P � Y y 42815 To Bh1s}yg6� �1 n eq c F ��N �ppN F- o N m m 3a Y (7 U W K 2 K O O U d 0 a Q N W 0 z 0 a c II SW1/4, SEC. 15-T23N-R4E, W.M. I I ! \n\ 1 I I o I yti I 1 N8904OW E 294.96' - ------------------ Is 3°'• - _ , �P x '2• S .�' -332 • . _ PROP 15' ------ _ EASEMENT \ - ---___ \ (36,949 SQ. FTC- // ►a q A.' ------ 3'uEX. HOUSE NOTES: REFERENCE SHEET SHEET NO. 4 i 1. SEE SHEET CV FOR LEGEND. Dp� OF 2 CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. fill �� 6 f 1 3. SEE SHEET S11 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES SHE` 4. SEE SHEET UT1 FOR SEWER, WATER SERVICE LINE. AND OTHER UTIUTIES PLAN. / F I 5. FUTURE HOUSE FOOLING NEED TO BE A MINIMUM OF 10 FEET FROM PROPOSED DISPERSION TRENCH. / ~ I=— z IU I ' a0� coQ13 �cf)� J_ (L i CLEAN our wYE FROM PIPE 25' END CAP OR PLUG ` W Q Q LQ W r (� W / 2 - , 6' RIGID PERFORATED PIPE 0 0.0% V C/) Q J V Q I _ LL Y 0 N 7 z NOTCHED GRADE BOARD 10.0' MIN Q A AA 5.0' MIN J ROOF GRAIN J \ •'\ VR , \ rG°P' ; \CMR - �'- ATCH 6ASu. / 6 GARAGEVERT 12GPEP N 338.50' �:OOR 363.1' H SE, / 1M BE � = �NVERT 12" CPEP w 336.600 BE I EFIT . 355.9' / � 'GHT . 37a.5'/ i, a , A// ' „20.4 �p w • I i £'VERT 12',CPLP E '40.10' ,362 N89°4OW'E' 223.lv".,ss ) 1 :EE —I P5 d3E2 SEWER ' 4 3 TIP I fa /�(TSL X 25'W X`13.0'D) ' I I i •\ a �; ° i o F 6 •�iPjtOP. 10' PRIVATE'. 1 LOT 3 M T I I �,2.901 SQ. FT) \ rya t x ------F.,; `- ,-' N89'40'0.3'E 172.31' ',(25L X 25'W X 3.0'0) ; 1GN + Q 2 TYP o f LOT 2 (7,328 SQ. FT)Al it 1 a _-____-r-_ a_4_{N89"403'E �12�0.83' ---- k li' 1 •24.0' 24.0' (7,057 SQ. M I I 23.0' 'ROW \ \ OW TO BE CONSTRUCTED AT BUILDING PERMIT'''°''RT A 1 Q7 PROPOSED APPROXIMATE BUILDING STRUCTURE LOCATION. Q2 PROPOSED ASPHALT DRIVEWAY. Q PROPOSED GRAVEL STRIP (10'L X 2'W X 0.6'0). O4 PROPOSED DISPERSION TRENCH PER DETAIL 1 THIS SHEET. \ CATCH BASIN \ �a °'� I 1 RIM 355.1 _ w' \o -^ vEfiT t2' CPE�\5 . 352.75' HORIZONTAL GRAPHIC SCALE \ I k \5'---' wv 20 10 0 10 20 \ o •` ` 1 inch = 20 1l.- CALL 48 HOURS �� S — �Z 5S SS —� 55 SS 55 SS =.` be W' SS -ice }- 55yATnTXRv SEER-- SS \ '' \, MANHOLE BEFORE YOU DIG I \ ` � A i I INVERT 3w-9345.59' 1-800-424-5555 INVERT E . 343..y' jM1c of ■ASY7 6' SOLID PIPE O i.Ox MIN. CATCH BASIN OR AREA GRAIN WITH SouO uD p PLAN VEIN a2ets I NIS �b 'Pltlstarv° ROOF DRAINToeeL'� ROOF DOWN SPOUT WITH OVERFLOW WYE AND n EXISTING GROUND SPLASH BLOCK - BEND It NEEDED - — - -A l g 4' SOLID PIPE FINE MESH SCREEN i '� N N ELEVATION VEIN NTS 9 �o GALVANIZED BOLTS 30' \51 - N N Q Q 6' RIGID PERFORATED PIPE y C4 d C WD LEVEL eO = _ __ 2• X1 PRESSURE TREATED WASHED ROCK 3/4- - 1 1/2' O GRADE BOARD z O } JA 2 y c� o 0 Q a 4' X 4' FILTER FABRIC SUPPORT POST SECTION A -A z NOTES 1. THIS TRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT ccci POINT DISCHARGE AND/OR EROSION. o 2 TRENCH AND GRADE BOARD MUST BE LEVEL_ AUCN TO FOLLOW CONTOURS OF SITE o 3. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS 1n i TO ENSURE GRADE BOARD REMAINS LEVEL �18' O.C.1 --T 2' BOARD 2' GRADE 2 m DISPERSIONTCHES TRENCH DETAIL SCALE: NONE 1 z zo 0 SW1/4, SEC. 15-T23N-R4E, W.M. REFERENCE SHEET SHEET No. 5 U1 1 OF 6 \ I I I SANITANI SEWER MANHOLE SHEETS \ \ \ I I I IINVERT NW . 329.76' I I I I I I INVERT NE - 329.66' E%. AIHB-4 STORM DRAIN MANHOLE \ \ I I I CONRRIM = 336.66: w334INVERT a- C 86\ I I I INVERT 12" CONIC NE - 324.56' I F I 1 \ I I I INVERT 12' CPEP S 334.66' a0 I I 1 I Z 0, \ \ t \ I I I o = j li \ I I I \ \ PVC N89'40103•E . 291y96' ` n ° ( / / SANITARY SEWER MAIN � Q -C ,yam /Yp ` _1 PROP. 8' PVC �V � K- / - tip` F/ Q M SANITARY SEWER MAIN l EX POWER POLE l \� \ LL Y _ i f / \ / Q c) �-- \ ; \EX POWER LE tl �> - - - --- ------------------(J ---------- \ POLE �r � ��`',S. �-^- ` �; --------- - , - PROP. 15• SEWER - - - - ' -'�OT 4 - _ EASEMENT �- \ 3 _ ---------- —360` (36j949 $Q•, ----- I �,.�p / P„/ ` ..FROM EX. STCLEARANCE DRAIN,ir 3.5' HORIZONTAL CLEARANCE o P Y _ - - (�1 \:,j`� P({OP. 8" PVC ' / FROM EX. POWER POLE NOTES• �\ j`1 EX. HOUSE -- '`„! ` TARY SEWII2 MAIN g, : \ \ `�.J I _ _ TO REMAIN ` _ \ \. � 11 I � 1 / 42815 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL FIELD VERIFY ALL GRADES PRIOR TO CONSTRUCTION. $ 'AICh EA9n 3. SEE SHEET SN1 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. w - 343.1D' 17 4. ALL UTILITIES TO BE UNDERGROUND. \ > ;E ` 1 \ HOUSE / i I LAVER' 12" CPEP N . 336.60 EX GARAGE ` / FINISH FLOOR . 363.1' TO BE DEMOLISHED . LAVER- 12' CPEP w . 338.6U' \\ �j-" FF BASEMENT . 355.9%i , !� �i ( "I 1 o PROP. 48• MH-TYPE 1 N I • l� ,` PROP. 8• PVC RIDGE HEIGHT . 374.3' i^ z a CCA TLW{{,, A& i •a . SANITARY SEWER fAA1M j /' - (- "` I AIu = 13a,3.20' CONSTRUCTION NOTES \ 6 / VERi 12`. PE . r4.1l` _ _,u-►� •sue �-.�_r. •� ' _ _ _ m' — �}'' (2) INSTALL FIRE HYDRANT AND BOLLARDS. \ — i r, — — — — — — — i )1�" a' J� I EI(. FIRE HYDRANT 102 ,N89'4003 f 223.78' .' I 3® INSTALL MAST ARM WITH LUMINAIRE ON EXISTING POWER POLE (BY SEATTLE CITY LIGHT). \ �b -_ ,. 8V © TRENCHING k PATCHING PER DETAIL THIS SHEET. � � 1� �- � — — — — � ✓/�, — — — — — — — — — i 1 P g \ ((� PESEATE WER EASEMENT LOT 3 TO BE CONSTRUCTED AT BUILDING PERMIT ° l %' y�\ I I , (1,901 SQ.N HD CONSTRUCT 1' WATER LINE k INSTALL 1' WATER METER (BY WATER DISTRICT 1125} \ ° a`'.�i. %� SIDE SEWER I I +� I N Q Q QS CONSTRUCT UTILITY TRENCH (POWER, CABLE k TV). \ EX. POWER POLE _—_ S STUB (TYPJ , I M11H MASTN7MiNAIRE N89-40031E 172.31' I 'I I I ti N a a V 2 = SAWCUT ASPHALT CONCRETE OR BITUMINOUS PLANT MIX.,+ n' REPLACEMENT PATCH 150% OF EXISTING DEPTH \ /h "$ �-` I O EXISTING ASPHALT SAHCUT \ ., i _LOT 2 I I _ g a$ + ' ttltt ' I Z o > } PAVEMENT \ �k% `\> <.,� - 1 h T I r : m N m m s (7,328 SQ. FT) F SSE ' PV o Z } W M, ;♦ m IL\, ,t it I w cYi 1 o o c=i a - - - - - - - - - \ O :y O ---0 N89^1003•F 120.83' EXISTING BASE 4, `�� �i- �` 1 1 £ `` 4 NATIVE SUBBASE 6 6• \ �% ,. ��• I ((FrrF 5/8' MINUS COMPACTED CRUSHED ROCK \ \ '� yLOT 1 I �F24.0' 124.iY , v, UNLESS OTHERWISE ORDERED BY THE CITY \ 4. ,\ 4 JO \ ' (7,057 SQ. FT) I ROW o TYPICAL PATCH FOR FLEXBLE PAVEtuEPR \ .o \ I' ROW I I o I NOTES ``,\ 1 ' ?U 1. ALL WORK TO CONFORM TO THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD. BRIDGE- AND MUNICIPAL CONSTRUCTION. \ mu = 3UA. N -/� o - 2. A MINIMUM OF AONE YEAR GUARANTEE IS REWIRED ON ALL PAVEMENT ur JERr 12• cPE�S + 352.75 \ EX.`POWER POLE EX. FIRE YDR I T HORIZONTAL GRAPHIC SCALE PATCHING AND OVERLAYS. \ _'� WITH MASLUMINAIRE 300 FEEI�FRWt 20 10 0 10 20 � \ NEW FIRE HYDRANT , 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE \ '� p� _ REWIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY \ -Q \ i I 1 nch = 20 k. } CITY ENGINEER. ox$ •��o� - . k- I k, / PAVEMENT RESTORATION DETAIL CALL 48 HOURS \\ \ �_ BEFORE YOU DIG PER q1Y OF TUKYALA STANDARD DWG RS-OS �� ss 55 55 — 55 s ss ss5ARITAR, s&� ER-- scALE NONE /•� '.` MANHOLE _O $f 19 1-800-424-5555 E I (CITY OF TUKWILA) GENERAL 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION'MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALUNG 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. (CITY OF TUKWILA) GRADING AND EROSION CONTROL NOTES: 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATING. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMAN I T COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKDED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANEN COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR )SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKDED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. I (CITY OF TUKWILA) UTILITY NOTES: 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES IN A TRENCH WITH A 5 FEET MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBUC RIGHT-OF-WAY OR EASEMENT AFTER ASPHALT PAVING. (CITY OF TUKWILA) PAVEMENT RESTORATION: 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: 1. ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3' CALENDAR DAYS. 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED DUE TO WEATHER: 1. PROVIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN NTH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBUC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBUC. (CITY OF TUKWILA) STORM DRAINAGE NOTES: 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH 'DUMP NO WASTE' AND EITHER 'DRAINS TO STREAMS', 'DRAINS TO WETLANDS', OR 'DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE INSIDE SLOPE. 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON LOTS CREATED BY SUBDIVISION MUST PROVIDE DOWNSPOUT INFILTRATION SHOWN ON THE APPROVED PLANS. 5. COORDINATE FINAL STUB -OUT LOCATIONS WITH THE UTILITIES INSPECTOR. PROVIDE A WIRE OR OTHER DETECTION DEVICE AND MARK STUB -OUT LOCATION WITH A 5-FOOT 2" X 4" STAKE, BURIED 4-FOOT AND LABELED STORM' OR 'DRAIN'. REFERENCE SHEET SHEET NO. 6 SN1 O SHEETS PN H P tiY `1,6 or wsy�� P Llf Y aze�s MAL W N Q H N Q Q x x y ry a a o a o 1; E 0 lczj � x x x x City of Tukwila Department of Commumty Development 6308 Southerrter Boulevard, TuIr1Wle, WA 88188 \ / Telephone (206) 431.4M FAX (2a61431-MS EmNI: >utdiasm,ua SHORT PLAT NUMBER LANDFAIR SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST VOLUME PAGE APPROVALS KING COUNTY FINANCE DIVISION DECLARATION 1 car" that all property taxes are paid and that a deposit has been made In sufficient amount to pay the taxes for the following year, that there are no Know all men by these present that we, the undersigned, owner(s) In fee simple of the land nlI delinquentspecial assessnems certified to this office for collection; and that a0 special assessments on hareln described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 r. r" I"' any of the property horein dedicated as streets, alloys, or for other public use are paid M full. and acknowledge that said subdivision $hall not be further divided in any manner within a LU a period of five yearn, from date of record, without the Ming of a final plat The undersigned N This day of 20 further declare this short plat to be the graphic representation of said short subdivision Z and the same Is made with the free consent and In accordance with the desire of the owner(s). :3 0+ O * King County Treasurer Do" King County Treasurer In witness whereof we have set our hands and seals. Name: Nrre: , + z iA 31 (V U Name: Nana: =' Q KING COUNTY ASSESSORS APPROVAL STATE OF WASHINGTON Examined and approved by the Department of Assessments this County of King day of 20 On this day personally appeared before me to me known to be the Individual who executed the within and foregoing Instrument and acknowledged that he/she signed the same as hW W vohmtary act and dead for tha King County Assessor Deputy Assessor uses and purposes therein mentioned. Portal Numbers) GIVEN under my hand and official seal thls day of 2g_ Nameas My appointment expires: TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this day of 20 Chairperson, Short Subdivision Committee STATE OF WASHINGTON County of Kong w ; ° '•'• I. On this day personally appeared before me '""' t [ . f to me known to be the Individual who executed the whhtn and foregoing instrument . T n f 15 T.,,,,,, ; and acknowledged that he/she signed the same as hlslher voluntary ad and ; ."' dead, for the uses and purposes therein mentioned GMN under my hand and official seal this day of .20_ Signature• „ w. r. j • I Name as commissioned: I I 3 I 1 •9 Title: .,... . + .. .,... 1.V .,. . ..,. re My appointment expires• ... 7 • ••^• f [ t LAND SURVEYOR'S CERTIFICATE ~ I ddlf •,M• 1 . registered as a land surveyor ! • • . 1 by the State of Washhglon, certify that this plat Is based on an actual survey of the land described hereln, conducted by me or under my supervision; that the distances, courses `_ r and angles are shown hereon correctly; and that monuments other than those monuments approved for soft MeP41. VICINITY MAP at a alare, ter dhave been set and lot camera caked on the ground es , . r depicted od on SURVEY IN SW 114 OF SW 114 RECORDING CERTIFICATE OWNEWS): 'Ll• sott, Site Survey & Mapping. Inc. Fetdfor word et sa r.eett d ant City orTdwe9 felt_ 0 OF SECTION 15 T. 23 N.,R 4 E, ayy 2D—al_mwtb.Prl_NLwq ADDRESS: to vnw.eNt,.veYniypl,gmm 1011621.0, Av. NE R.dIgM. W. eB05] Pten.: e26.2e$Y12 W.M., IN KRQ COUNTY, WASHINOTON nmdM h vok" arPl t. en P.at re. t 'S o J IXUWN BY DATE JDB Ma18ER d We C..W. WtOepbn PHONE: • ]e1N 11 5,02M2 12.131 QOL Leo CHECKED RY Scut r • as sHEET 1 3 lea County M.". SLoLdR—ft&48K1- CITYISTATE(ZP I — .�J'4Nu4'6 City of TmLWnB LANDFAIR SHORT PLAT (VOLUME PAGE b Doparlmem of Community Developm at 63008ou1h""t" Boulevard, Tukwila, WA 98188 A PORTION OF THE SW 1/4 OF THE SW 1/4 OF Tolophone 8) 8 ua(208)0.913885 Eanali: wbiaSECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST SHORT PLAT NUMBER Pe1 2 n201PTION m101 or�� e• THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THJE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING, BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF) PARCE P THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 5325 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. LEGAL DESCRIPTION mom LOTH. THE FOLLOWING DESCRIBED PARCELS, EXCEPT THE NORTH 195.00 FEET THEREOF: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THJE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 865 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET. MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 20D FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. LOT 2 THE SOUTH 60.00 FEET OF THE NORTH 195.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THJE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 610 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD, THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. ADDRESS: "11 L THE SOUTH 60,00 FEET OF THE NORTH 135.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION IS. TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THJE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 810 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSEC7ION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 5, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. THE NORTH 75.00 FEET OF THE FOLLOWING DESCRIBED PARCELS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: BEGINNING AT THJE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 15, THENCE WESTERLY ALONG THE NORTHERLY MARGIN OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION A DISTANCE OF 855 FEET; THENCE SOUTHERLY PARALLEL WITH THE SOUTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF AFORESAID SECTION, A DISTANCE OF 610 FEET, MORE OR LESS TO THE INTERSECTION WITH COUNTY ROAD, WHICH IS THE TRUE POINT OF BEGINNING; THENCE NORTHERLY PARALLEL WITH THE EASTERLY MARGINAL LINE OF SAID OF SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 340 FEET; THENCE WESTERLY PARALLEL WITH THE NORTHERLY MARGINAL LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, A DISTANCE OF 290 FEET, MORE OR LESS TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD; THENCE SOUTHEASTERLY ALONG THE NORTHEASTERLY MARGIN OF SAID COUNTY ROAD TO THE POINT OF BEGINNING. (BEING KNOWN AS LOT 6, GOLDEN CREST ACRES, ACCORDING TO THE UNRECORDED PLAT THEREOF); TOGETHER WITH THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: THE SOUTH 102.5 FEET OF THE NORTH 532.5 FEET OF THE WEST 200 FEET OF THE EAST 855 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION, LESS THAT PORTION PLATTED FOR WILDWOOD COURT, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 72 OF PLATS, PAGE 95, IN KING COUNTY, WASHINGTON. G/it SOW / Site Survey & Mapping, Inc. wwx.pReuneymepphp.00m 1011521461Av NERewmn4,Wa98061 PI—.: .21W4412 DRAWN By EFJ DATE 1..12 JOB NUMBER 12-1 34 CHECKED BY TNW SCALE 1' 30 SHEET 2 ow Aa" t City of Tukwlla 0900 SouthceMer Boulevard, Tukerlle, WA 08188 Telephone (206) 4314670 FAX (206) 4314M Eanall: tukplan0tuWIa tlOtJH SHORT PLAT NUMBER fA LANDFAIR SHORT PLAT A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST 15 9 GRAPHIC 3SCALE y+t 104 /A' A, 11NCH = 30 FT. P,, / po 4 I / d'y g, +asETSADR 1asETeACTc 1aSETaACR •a I :. y 153.W 60.00, N00.2703•E 253.21' \\ \ / 263.21' 34TH PLACE _ S ^ _ \ _ _ _ Y 327.60' VOLUME PAGE vi I m J F Vill N00'?Z'QT'E TOTAL LOT SIZE SQUARE FEET pop AVERAGE LOT WIDTHS: 0WNENsr LOT 1 = 76.84 FEET LOT 2=60.00FEET ADDRESS: N' "O o 9 r ••s 4 0 Re' O Fe y Site Survey & Mapping. Inc. wwebauwym php.mm 101132,MhAeNERednwp.Wa9a053 Phma:425.29Bd012 LOT 3 = 60.00 FEET DRAWN BY DATE JOR NUMBER LOT 4 = 75.00 FEET; •,.*.•' EF 72 12134 CITYISTATEOP: > CXECIa:D BY SCALE 51p:ET 7NW 1•=3a 3 DP