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Home My WebLink About2007 - Boundary Line Adjustment - City of Tukwila / Robinson Matt - 200706089000053 5 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E–mail: tukplanGtukwila.wa.us BOUNDARY LINE ADJUSTMENT NUMBER L60-090 DtCLARATION: OW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY UNE ADJUSTMENT. THE UNDERSIGNED FURTHER DECLARE THIS BOUNDARY UNE ADJUSiMENT TO BE THE GRAPHIC RESENTATION OF SAID BOUNDARY UNE ADJUSTMENT AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH TME DESIRE OF THE OWNER(S). SET OUR HANDS AND SEALS. NAME NAME STATE OF WASHINGTON COUNTY OF KING /�� ON THIS DAY PERSONALLY APPEARED BEFORE ME Ala 40 AL: TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED./ ��AA____--LL GIVEN UN BI tiltY D AND OFFICIAL SEAL MIS �� RAY OF 1r1k 20D- �� ZpMBUq �ii� h4$OTAf p$cNATURE:•? 19 .990419. AMA N11:011,1 'iy -IVA118�;533. MY APPOINTMENT EXPIRESA M \q, TADS STATE OF WASHINGTON COUNTY OF KING ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUAL WHO DXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER VOWNTARY ACT AND DEED. FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS _ DAY OF 20 SIGNATURE: NAME AS COMMISSIONED: TITLE: MY APPOINTMENT EXPIRES LAND SURVEYOR'S CERTIFICATE I KENNETH R. ANDERSON. REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR N T A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON TH N D ON W E PLAT. 7,q' 3 / R. •�>�N •.LS LATE N0. 29 29267 KING COUNTY ASSESSOR'S APPROVAL EXAMURED AND APPROVED BY THE DEPAR1IDNT OF ASSESSMENTS TAS 1z1. - DAY DF 941/14P 2DB;j i Sret-L IJcbIP .4"14.41 % tirt KING COUNTY ASSESSOR DEPUTY ASSESSOR PARC1 NumBER(s) 7915 ZO- 0045 4t 734 [N -o -04$5 TUKWILA SHORT SUBDIVISION COMMITTEE, APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COIWITiEE AND HEREBY CERTIFIED FOR HUNG 1)115 .,s DAY OF ! / 2Ds7Z— CH FOUND MONUMENT (KCCS — GDID #3500) r BRASS D19( IN CONCRETE; WITH '+' & STAMPED 1976 K.C.', MARKED WITH SECTION, TOWNSHIP & RANGE INFORMATION VISITED 4/16/06 4 3 9 10 FOUND MONUMENT (KCCS GDiD /7340) r BRASS DISI( IN CONCRETE, WITH PUNCH PARK & 'DAVID EVANS & ASSOC.' '1890' FLUSH VISITED 4/17/06 CONTROL DIAGRAM SCALE 1'=200' MEl DIL WASHINGTON STATE PLANE. NORTH ZONE PER WASHINGTON COUNCIL OF COUNTY SURVEYORS & KING COUNTY CONTROL SURVEY psis OF BEARINGS: BASTED UPON THE MO NUME/RED WEST LAZE OF THE NORTHWEST QUARTER OF SECTION 10 -23N -ME. BEARNQ N01'44'34'E CALCULATED S.W. SECTION CORNER PER KCCS GDID /3444 cia ro iaO ... ._,.. ___ S8916'04'E 2135.93' c1 �614.43'(C) 1614.s0'(P1)-) 377.20'(Pl)(C) -- m v1._•7').'is p N 2 ▪ SECTION CORNER VISRE0 .o. SECTION CORNER CALCULATED POSITION SECTION QUARTER CORNER ViS.TED C=CC.1 SECTION QUARTER CALCULATED POSITION 9 FOUND MONUMENT AS DESCRBED • CAI.CULAiED MONUMENT POS1I0N • SET 5/6' MBAR & CAP. LS. 29267 UNIESS 01HERWISE NOTED (M) MEASURED (C) CALCULATED (PI) PLAT OF RIVERSIDE IN1ERURBAN TRACTS. VOL 10, PG 74 (RI) RECORD OF SURVEY, VOL 5, PG 171 (KCCS) KING COUNTY CONTROL SURVEY WASHINGTON STATE DEPT. OF TRANSPORTATION RIGHT-OF-WAY (WSIOT) MAP FOR Si 599. FOSTER INTERCHANGE TO SOUTH 118TH ST. APPROVED SEPT 4, 1963. DRAWER 56. SEQUENCE 20 16 10 16115 FOUND MONUMENT IN CASE NO EVIDENCE OF PERMANENT MARKINGS, IS FILLED WiTH CONCRETE, USED APPARENT INDENTATION, VISITED 4/16/06 SURVEY IN THE SE 1/4 OF THE SW 1/4 SEC. 10, T23N., RO4E., W.M., IN KING COUNTY, WASHINGTON cams CO 20070608900005 C1uE BLAIN 119.00 F1 OF Tr NN=/BN �TM,1 8 KING COUNTY MANAGER SUPT. OF RECORDS AND ELECTIONS KENNETH R. ANDERSON AND ASSOCIATES. INC. Surveying. Mapping and Land Planning 1720 South 341st Flom Sults 5-4 Farland Wal. Washington 08003 Dm Moho (253) 838-1199 Tampa (253) V2-9858 FAX (253) 638-8184 EAI& mat mm \g4 t 7039'35"(C) stn 7038'(P1) S8917'39'E CALCULATED PER (R1) VOLUME PAGE 1 VICINITY MAP SCALE 1'=1/4 MILE -144.30' S 1251)1 St vs p — -r PARCEL. ' 7945200045 X CALCULATED PER (R1) � ail A W f� o `$ n 1774.59'(C) FOUND MONUMENT IN CASE 3' BRASS DISK WITH PUNCH MARK & 'KING CO.* IN CONCRETE. 0.5' 001IN VISITED 4/16/06 250.70'—i S. 1261H ST. 9fk I I 1 I I I I I L- I I CALCULAiED S. 1/4 CORNER PER KCCS GOD /3443 FOUND MONUMENT IN CASE 3' BRASS DISK WITH 'X' & TONG Ca' IN CONCRETE, 0.3' DOWN VISITED 4/16/06 sh 11401 N8.704 39-W 2638.57' 10 15 \ CALCULATED PER (WSW) Ceti!. LATE 40 EXPO 9/24/07 OWNER(S): MAJESTIC BUILDERS ADDRESS: 1201 MONSTER ROAD, SUITE 330 CITY/STATE/ZIP: RENTON, WA 98055 PHONE: (425) 235-6600 DRAWN BY WEL PECKED BY KRA DATE SCAB 9/14/06 N/A JOB NUMBER 06-022 SHEET 1 DF 5 DDeportment of Community Development 6300 Southconter Boulevard Takao, WA 98188 Telephone (206) 431-3870 FAX (206) 431-3665 E -mak IMMITCTIMIRAM. BOUNDARY LINE ADJUSTMENT NUMBER L06-090 ORIGINAL LEGAL DESCRIPTIONS: (PER STEWART TITLE 91BDIVL90N GUARANTEE N0. SG -2631-12009. ORDER N0. 206138305, DATED 8/29/06) PARCEL 'A' - NO. 7340600485 PARCEL k AU. THAT PORTON OF TRACT 32, RIVERSIDE INTERURBAN TRACTS, ACING TO THE PLAT THEREOF RECORDED IN VOLUTE 10 O PLATS, PAGE(S) 74, RECORDS OF KING COlIN1Y. WASHINGTON. LYING SOUTHERLY AND 015108LY OF A LEE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION 68+25 ON THE F1 LINE SURVEY OF SR 599, FOSTER INTERCHANGE TO SOUTH 1181)1 ST. AND 110 FIST WESTERLY TNERffFROlk THENCE SOUTH 5817'25 WEST 230.32 FEET; THENCE SOUTH 1610'43 EAST 100 FEET TO A POINT AND THE END OF THIS LONE DESORIPTON; AND LYING WESTERLY (F A UNE DRAWN PARALLEL 64111 AND 110 FEET WEST MLY DEN MEASURED AT RIGHT ANGLES AND/OR RADIALLY FROM SAID FT UNE SURVEY; ALSO, PARCEL Et ALL THAT PORTON OF THE EAST HALF OF LOT 1, BLOC( 1, SQUIRES REPLAT OF PART OF TRACT 33, FAERSIDE INTERURBAN TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PUTS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHINGTON. LUNG NORTHEASTERLY O A LINE DEMING AT A PONT OPPOSITE HIGHWAY ENGINEER'S STATEN (HEREAFTER REFERRED TO AS HES) 63+43.5 ON THE P1 UNE SURVEY OF SR 599, FOSTER INTERCHANGE TO SOUTH 1181)1 ST., AND 2282 FELT SOUTHWESTERLY, WHEN MEASURED RADIALLY THEREFROM; THENCE NORTHWESTERLY TO A PONT OP09TE HES 66+20 ON SAID FT UNE SURVEY AND 290 FEET WESTERLY, WEN MEASURED AT RIGHT ANGLES AND/dR RADIALLY Th080ROt THENCE NORiHWESiERLY TO A PONT OPPOSITE HES 67+20 ON SRW F1 UNE SURVEY AND 315 FEET WESTERLY THEREFROM AND THE END OF 1)59 UNE DESCRIP001t ALSO, PARCEL ALL THAT PORTION OF LOTS 10, 11, 12 AND 13,.1 .000 1, mars REPLAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING 10 TE PLAT THEREOF REED IN VQWME 20 OF PUTS, PAGE(S) 100, RECORDS OF KONG COUNTY, WASHINGTON. LYING NORTHEASTERLY. OF A LEE NECAOTa6 AT A PONT t)PP091E HIGHWAY ENGINEER'S STATION 63+10 ON THE R LEE SURVEY OF SR 599, FOSTER MiERO4ANGE 10 SOUTH 1181H SL, AND 225 FEET SOUiHWiSTERLY, 66194 MEASURED RADIALLY THEREFROM; THENCE NORTH 2172'53 WEST 369.40 FEET TO A PONT AND TIE END OF THIS UNE DESCRIPT0t ALSO. PARCEL D: ALL THAT PORTION OF THE HEREINAFTER DESCRIBED TRACT 'X' LY10 WESTERLY OF A UNE BEGINNING AT A PONT OPPOSITE HIGHWAY DOWERS STATION (HEREINAFTER REFERRED TO AS HES) 61+00 ON THE F1 LINE SURVEY O SR 599, FOSTER INTERCHANGE 10 SOUTH 118111 ST. AND 110 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLE AMOR RADIALLY VIEREFR01k THENCE NORTHERLY PARALLEL WTH SAID FI UNE SURVEY TO A PONT OPPOSITE HES 68+25 AND THE DID OF TINS LINE DES RIPT10Kt TRACT )N THAT PORTON O TRACT 33, RIVERSIDE INTERURBAN TRACTS. ACCORDING TO THE PUT THEREOF READ IN =DE 10 O PUTS, PAGE(S) 74, RECORDS OF IMO COUNTY, WAS DIGTON, DESCRIBED AS FOLLOWS BEGINNING AT A PONT ON THE SOUTH UNE O SAID TRACT 325.7 FEET EAST OF 111E SOUi NEST CORNER THEREOF; THENCE EAST ALONG THE CENTER UNE OF ALDER STREET IN SAID PUT 100.4 FEET; THENCE NORTH 433.7 FEET TO THE NORTH UNE OF SAID TRACT; THENCE WEST ALONG SAID PERTH UNE 100.4 FEET; THENCE SOUTH 4317 FEET TO TME PONT OF BEEGT FEDIR EXCEPT PORTION FOR ALDER STREET. PARCEL E: ALL THAT PORTION OF THE NORTH 333.3 FEET OF TRACT 46, AS MEASURE) ALONG 11E WEST LINE THEREOF. AND THE NORTH 132.5 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACC 3NG 10 THE PUT THEREOF MOCKED IN VOULE 10 OF RATS. PAGE(S) 74, REORDS OF KING COUNTY. TA49NGTOt EXCEPT THE VEST 20D FEET OF SAID TRACT 45, LYNG BEIWEF 4 THE FOLLOWING DESCRIBED LINES 1 AND 2 UNE 1: BEGINNING AT A PONT OPPOSE HIGHWAY ENGINEER'S STATION (HEREAFTER REFERRED TO AS 1E5) 61+00 ON DE F1 UTE SURVEY OF SIR 599, FOSTER INTERCHANGE 10 SOLIDI 118TH ST AND 148.4 FEET SOUTHWESTERLY. WHEN MEASURED RFJIDIALLY THERFFR0141 T FACE NORTHEASTERLY TO A PONT OPPOSITE SAD HES AND 110 FEET SOUTHWESTERLY, WHEN MEASURED RADIALLY THE76FROIk THENCE NORTHERLY PARALLEL 811(4 SAID Ft LINE SURVEY TO A PONT OPPOSITE HES 63+43.5 AND THE END OF 1)95 WE DESCRIPTION. UNE 2 BECOMING AT PONT 'A OPPOSITE 116 61+00 ON TIE Fl LIFE SURVEY OF SR 599 FOSTER INTERCHANGE TO SOUTH 118TH S4 MENCE V€SIERLY TO A POINT OPPOSITE FES 61+25 ON SAD F1 UNE SURVEY AFD 196 FEET SOUTHWESTERLY THEREFROM AND DESIGNATED HER81 AS PONT '8'; THENCE NORTMESTERLY ALONG THE 9 U1W40SIET4LY RIGHT OF WAY LME OF REARRANGED COUNTY ROAD, 70 A PONT OPPOSITE HES 63+10 ON SAID P1 UNE SURVEY AND 245 FEET SOUTHWESTERLY TH080111Ok THENCE NOR1HEASIE4LY ALONG A UNE. T4E PRODUCTION OF WICH EXTENDS TO SAID HES 63+10, 10 IN1EREECCT A ITE DRAWN PARALLEL WiI AND 30 FEET NORTHEASTERLY. WHEN MEASURED AT RIGHT ANGLES. FROM SAID 90111HWESIE8.Y RIGHT OF WAY UTE AND ME TRUE POINT OF BEGINNING CF THE UTNE HEREIN THENCE 9OU1HFASIEtLY ALONG SAID PARALLEL LINE TO IN1EREECT THAT LINE DRAWN BE1YED4 SAID POINT 'A' AND PONT 'B' AND THE END OF TNS UNE DESCRIPTOR EXCEPT THAT PORTION OF PARCELS A TROUGH E DESCRIBED A5 FOLLOWS BEGINNING AT A PONT HAVING SOUND TRANSIT SOUTH ZONE COORDINATES CO 1428267404, E1382164.04, SAID PDDR BEING. BY SOUND TRANSIT SURVEY THE NORTHEAST CORNER OF SAID PARCELS; THENCE SOUTH 04'35'53' EAST ALONG THE EAST LIE SAID PARCELS, THE SAME BEING TE WEST UNE OF STATE ROUTE 599. A DISTANCE OF 65.00 FEET: TH04CE NORTH 6397'23' WEST A DISTANCE OF 67.81 FEET TO THE NORTH UNE OF SAID PARCELS,` THENCE NORTH 5610'06' EAST ALONG THE NORM UNE DF SAID PARCELS, A DISTANCE O 65.00 FEET TO THE POINT OF BEGOKNR ALSO THAT PORTION O SAID P66005 DESCRIBED AS FOLLOWS; ORIGINAL LEGAL DESCRIPTIONS: (CONTINUED) COMMENCING AT A POINT HAVING SOUTH TRANSIT SOUTH ZONE COORDINATES OF 112828744 01382164.04, SAID P4/41' BEING, 8Y SOUND TRANSIT SURVEY, THE NORTHEAST CORNER OF SAID PARCEL % THENCE SOUTH 04'35'53' EAST ALONG THE SAID PARCELS (THE SAME BEING THE 1E51 LINE OF STATE ROUTE 599) A DISTANCE OF 162.94 FEET TO THE TRUE POINT OF BLT94404C; THENCE CONTINUE SOUTH 04'35'53' EAST ALONG THE EAST LINE O SAID PARCEL A DISTANCE OF 20.66 FEET TO THE BEGMiNG OF A CURVE HAVING A RADIUS OF 1578.00 FEET, SAID POINT BM OPPOSITE HIGHWAY ENGINEER'S STATION F1 66+44.31 ON THE FI LINE SURVEY OF SR 599 AMD 110 FELT WESTERLY THEREFROM; 1HFNCE CONTINUE ALONG THE EAST LINE O SAID PARCEL ALONG SAID CURVE TO THE LEFT THROUGH AN ANGLE O 411'44' AN ARC DISTANCE O 115.55 FEET; THENCE SOUTH 617501' WEST A DISTANCE OF 2.92 FEET TO THE BEGINNING OF A NON -TANGENT CURVE HAVING A RADiUIS OF 2038.60 FEET AND A CHORD BEARING OF NORTH 07'02'55' WEST 97.31 FEE;; THENCE NORTHEASTERLY TO THE RIGHT ALONG SAID CURVE THROUGH AN ANGLE OF 244'07' AN ARC DISTANCE OF 97.32 FEET; THENCE ON A TANGENT UNE NORTH 05'40'52' WEST A INSTANCE O 39.02 FEET; THENCE NORTH 8419'06' EAST A DISTANCE O 3.66 FEET TO THE TRUE POINT OF BEGIN/MG. PARCEL 'B' - NO. 7945200045 LOT 10, BLOC( 1, SQUIRES REPLAT OF PART OF TRACT 33, RIVERSIDE OIiERURBAN TRACTS, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 20 OF PUTS, PAGE(S) 100, RECORDS OF KING COUNTY WASHINGTOFI; EXCTPT KHAT PORTION O SAID LOT 10 CONDEMNED FOR THE STATE HIGHWAY UNDER ICING COUNTY SUPERIOR COURT CAUSE N0. 646939 REVISED LEGAL DESCRIPTIONS: PARCEL 'A' PARCEL k ALL THAT PORTON OF TRACT 32, RIVERSIDE INTERURBAN TRACKS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOWME 10 OF PUTS, PAGE(S) 74, RECORDS OF ANG MINTY, WASHINGTON, LYING SOUTHERLY AND EASTERLY OF A UNE BEMIRING AT A PONT OPPOSITE HIGHWAY ENGINEER'S STATION 68+25 ON THE F1 LINE SURVEY OF SR 599, POSTER INTERCHANGE TO SOUTH 116111 5T. AND 110 FEET WESTERLY 740808601* THENCE SOUTH 5817'25 VEST 230.32 FEET; THENCE SOUTH 1810'43' EAST 100 FEET TO A PONT AICD THE END OF MIS IDE DESORPTION; AND LYING WESTERLY O A UDE DRAWN PARALLEL WTM AND 110 FEET WESTERLY, WEN MEASURED AT RIGHT ANGLES AND/CR RADIALLY FROM SAID Ft UNE SURVEY; ALS0. PARCEL ALL THAT PORTION OF THE EAST HALF OF LOT 1. BLOCK 1. SQUIRES REPLAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PUTS, PAGE(S) 100, RECORDS O KING COUNTY, WA90NGTON. LYING NORTHEASTERLY OF A UNE BETTING AT A POINT OPPOSITE HIGHWAY ENONELR'S STATION (HEREAFTER REFERRED TO AS LOS) 63+43.5 ON THE 11 UNE SURVEY OF SIR 599, FOSTER WIETCHANGE TO SOUTH 118TH 5T., AND 228.2 FEET SOUTHWESTERLY. WHEN MEASURED RADIALLY DEFORM THENCE NORTHWESTERLY TO A PONT GPP091E HES 66+20 ON SAD P1 LINE SURVEY AND 290 FEET WESTERLY, WHEN MEASURED AT RIGHT ANGLES AHD/OR RADIALLY 1HEREFROLt; THENCE NORTHWESTERLY TO A PONT OPPOSITE NES 67+20 014 SAID Fl UNE SURVEY AND 315 FEET WESTERLY THEREFROM AND 111E END OF TMS UNE DESCRIPTION: ALSO, PARCEL G ALL THAT PORTON OF LOTS 10. 11, 12 AND 13, BLOC( 1, SCARE'S REPEAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO 111E PLAT THEREOF RECORDED IN VOLUME 20 OF PUTS, PAGE(S) 100, RECORDS O 5)19 COUNTY, WASHINGTON, 161140 NORTHEASTERLY OF A ITE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGNEERR'S STATION 63+10 ON 111E F1 LINE SURVEY OF SR 599, FOSTER INTERCHANGE TO SOUTH 118TH ST, AND 225 FEET EDUTHWESTEiLY, WHEN MEASURED RADIALLY THEiFFRO14 THENCE NORTH 217353 WEST 369.40 FENT TO A PONT AND THE END OF TMS LOIS D0SCRIPTI t ALSO, PARCEL 0: ALL THAT PORTON OF THE HERENU:IER DESCRIBED TRACT 'X' LYING WESTERLY OF A KINE BECOMING AT A PONT OPPOSITE HIGHWAY ENGINEERS STATION (HEREINAFTER REFERRED 70 AS HES) 61+00 ON THE Fl UDE SURVEY OF SR 599, FOSTER INTERCHANGE TO SOUTH 118TH 51., AND 110 FEET SOUiHWESTEiLY. WHEN MEASURED AT RIGHT ANGLE MINOR RADIALLY THEREFR0k THENCE NORTHERLY PARALLEL 11114 SAID Ft LTE SURVEY TO A POINT OPPOSE HES 19+25 AND THE END OF TOS LINE DESCWTdt TRACT X THAT PORTION OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PUT T4FRE0F RECORDED IN VOLPE 10 OF RATS, PACE(S) 74, RECORDS OF KONG COUNTY, WASHINGTON, DESCRIBED AS RUMS BEGINNING AT A PONT CXR 1HE SOUTH LINE OF SAID TRACT 325.7 FEET EAST OF THE SOUTNN£ST CORNER THEREOF; THENCE EAST ALONG THE CENTER INE OF ALDER STREET IN SAID PUT 100.4 FEET; TWICE NORTH 4317 FEET TO THE NORTH LME O SAID TRACT; 1HEFNCE WE51 ALONG SAD NORTH LME 100.4 FEET; THENCE SOUTH 433.7 FEET TO THE POINT OF BEGINNER EXCEPT PORTON FOR ALDER STREET. KENNETH R. ANDERSON AND ASSOCIATES. INC. Surveying, Mapping and Land Planning 1720 South 341st Rope, Silts C-4 Faded Wax Wmhhgtan 98003 Da Moho (253) 819-1199 Tampa (253) 232-9859 FAX (253) 838-8194 E-4Hot rrtalOcndersartmeyars.eom f,007 MARES: 9/24/07 VOLUME PAGE REVISED LEGAL DESCRIPTIONS: (CONTINUED) PARCEL 'A' (CONTINUED) PARCEL 0 ALL THAT PORTION OF THE NORTH 3313 FEET OF TRACT 48, AS MEASURED ALONG THE WEST LTE THEREOF. AND 111E NORTH 132.5 FEET OF TRACT 45, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE RAT THEREOF RECORDED IN VOLUME 10 OF PUTS, PAGE(S) 74, RECORDS OF LONG COUNTY WASHINGTON; EXCEPT DE NEST 200 FEET OF SAID TRACT 45, 11IN0 BETWEEN THE FOLLOWING DESCRIBED !DES 1 AND 2 LONE 1: BEG/MING ATA PONT OPPOSE HIGHWAY ENGINEERS STATON (HEREAFTER REFERRED TO AS FES) 61+00 ON THE Ft LME SURVEY OF SR 599, F051ER INTERCHANGE TO SOUTH 11811 ST. AND 1484 FEET SOUIHNTS1FRLY, WHEN MEASURED READIALLY THEREFROM; THENCE NORTHEASTERLY 10 A POINT OPPOSITE SAID 14ES AND 110 FEET SOUTHNESIE1 .Y. WHEN MEASURED RADIALLY 114EffFR01; THENCE NORTHERLY PARALLEL WTI SAID P1 LTE SURVEY TO A PONT OPPOSITE HES 63+43.5 AND TRE END OF THIS UNE DESCRIPTION. 1NNE 2 EMOTING AT POINT 'A' OPPOSITE HES 61+00 ON THE F1 LINE SURVEY OF SR 599 FOSTER INTERCHANGE 10 SOUTH 118t1 51; THENCE WESTERLY TO A POINT OPPOSITE HES 61+25 014 SAID F1 (ONE SURVEY AND 198 FEET SOUTHWESTERLY THEREFROM AND DESIGNATED HEREIN AS POINT 'B'; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY RIGHT OF WAY UNE OF REARRANGED COUNTY ROAD, 10 A POINT OPPOSE HES 63+10 ON SAID F1 UNE SURVEY AND 245 FEET SWINVESTERIY 14REFITA4 THENCE NORIHEASIFRLY ALONG A UNE. TRE PRODUCTION OF MICNH EXTENDS TO SAID HES 634.10. TO D41ERSECT A LINE DRAWN PARALLEL WiTH AND 30 FEET NORTHEASTERLY, WHEN MEASURED AT sow SMILES, FROM SAID SOUTHWESTERLY RIGHT OF WAY UNE AND 111E TRUE POINT OF BEGINNING OF TIE UTNE HEREIN DESCRIB Ik THENCE SOLIMEASiERLY AWING SAID PARALLEL UNE TO INTERSECT THAT UNE DRAWN BLTWEE4 SAID PONT 'A' AND POINT '9' AND THE END OF THIS LME DESCRIPTION. EXCEPT THAT PORTION OF PARCELS A 11160UG0 E DESCRIBED AS FOLLOWS: BEGINNING AT A PONT HAVING SOUND TRANSIT SOUTH Z0E COORO1NAIES OF 14282674.04, 01382164.04, SAID POSIT BEING BY SOUND TRANSIT SURVEY THE NORTHEAST CORNER OF SAID PARCELS( THENCE SOUTH 047553' EAST ALONG THE EAST UNE SAID PARCELS, THE SAME BEING THE WEST UNE OF STATE ROUTE 599. A DISTANCE OF 65.00 FEET; THENCE NORTH 639723' NEST A OISGNCE OF 67.81 FEET TO THE NORTH LME OF SAID PARCELS; MENCE NORTH 581006' EAST ALONG THE NORTH UNE OF SAID PARCELS. A O1STANCE OF 6500 FEET TO 111E PONT OF BETAININ; ALSO THAT PORTION OF SAID PARCELS DESCRIBED AS FOLLOWS; COIAMICING AT A PONT HAVING SOUTH TRANSIT SOUTH ZONE COORDINATES OF N282674.8, 01382164.04, SAID POINT BEING, BY SOUND TRANSIT SURVEY, THE NORTHEAST CORNER OF SAID PARCELS THENCE SOUTH 047553' EAST ALONG THE SAID PARCELS (THE SAME= BEENG THE WEST UNE OF STATE ROUTE 599) A DISTANCE OF 162.94 FEET TO THE TRUE PEER OF BE(IOD1G; THENCE CAN71111E 50(1TH 047553' EAST ALMA THE EAST UNE OF SAID PARCEL A DISTANCE OF 20.66 FEET TO THE BEGINNING OF A CURVE HAVING A RADIUS OF 1578.00 FEET, SAID PONT BEING OPPO61E HIGHWAY ENGINEER'S STATON Fl 66+40.31 014 THE Fl LINE SURVEY O SIR 599 AND 110 FEET RESULT T4ERFFROk THENCE CONTINUE ALONG THE EAST LME OF SAD PARCE. ALONG SAID CURVE TD THE LEFT 1NR0004 AR ANGLE OF 411'44' AN ARC DISTANCE OF 115.55 FEET; THENCE SOUTH 817501' WEST A DISTANCE OF 2.92 FEET TO THE BEGINNING OF A NON -TANGENT CURVE HAVING A RADIUS OF 2038.60 FEET AND A CHORD BEARING OF NORTH 071)2'55' WEST 97.31 FEET; THENCE NORTHEASTERLY TO THE RIGHT ALONG SAID CURVE THROUGH AN ANGLE OF 2'440? AN ARC DISTANCE O 97.32 FEET; THEME ON A TANGENT LME NORTH D5'40'52' VEST A DLSTMCE OF 39.02 FEET; THENCE NORTH 8419'08' EAST A DISTANCE OF 3.66 FEET TO THE TRUE POINT OF BEGINNING AND EXCEPT THAT PORTION OF PARCELS A THROUGH E. DESS AS FOLLOWS; 6EGOP@40 AT THE SOUTHWEST CORNER OF LOT 10, BLOC( 1, scant REPEAT OF PMT OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PUT THEREOF RECORDED IN VOLUME 20 OF RATS PAGE(S) 100. RECORDS OF KING COUNTY, WA9INGTO6t TIME ALONG THE SOUTH LINE OF SAID LOT 10. SOUTH 891739' EAST 45.00 FEET TO THE EAST LINE OF LOIS 10 AND 11 OF SAID BL.00X 1; THENCE ALONG SAID UNE NORTH 00'44'37' EAST 26.19 FEET TO THE WEST UNE OF SAID HEREIN DESCi ED PARCELS A THROUGH E AND THE TRUE PONT OF BEGINNIN0 THENCE CONTMU040 ALONG A NORTHERLY MEMO' OF THE EAST LTTE OF SAID LOTS 10 AND 11 NORTH 00'44'37' EAST 121.50 FEET; THENCE NORTH 8916'58' WEST 51.36 FEET TO THE WEST UNE OF SAID PARCELS A THROUGH E THENCE ALONG SAID ITE SOUTH 2170$0' EAST 126.63 FEET; HENCE CONTINUING ALONG SAID LINE SOUTH 372707' EAST 5.49 PEST TO THE TRUE PC041 OF BEGIN N0IG OWNER(S): MAJESTIC BUILDERS ADDRESS: 1201 MONSTER ROAD, SUITE 330 • TY/STATE/ZIP: RENTON. WA 98055 PHONE: (425) 235-6600 DRAWN BY WEL 0400 D BY KRA DAT: SCALE 9/14/06 N/A JOB NUMBER 06-022 2 DF 5 City of Tukwila Depmtmmt of Community Development 6300 SouUa:enter Boulevard. TukwUa. WA 98188 Telephone (208) 431-3670 FAX (208) 431-3685 E�naft LI 9,x9JIL BOUNDARY LINE ADJUSTMENT NUMBER L06-090 REVISED LEGAL DESCRIPTIONS: (CONTINUED) Emma: PARE F: LOT 10, MOO( 1, SWJIRE'S REPLAT OF PART OF TRACT 33, RBVFRSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUM 20 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY, WASHNGTOfy EXCEPT THAT PORTION OF SAID LOT 10 CONDOAIED FOR THE STATE HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE N0. 646939 TOGETHER WITH THAT PORTION OF THE HEREIN DESCRIBED PARCELS A THROUGH E. DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWEST CORNER OF LOT 10, BLOCK 1, SCARE'S RAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO 1HE PLAT THEREOF QED N VOLUTE 20 OF PLATS, PAGE(S) 100, RECORDS OF KING COUNTY WASHROOM THENCE ALONG 141E SOUTH UNE 01 SAID GOT 10, SOUTH 8917'39' FAST 4500 FEET TO 1HE EAST UNE OF LOTS 10 AND 11 OF SAID BLOCK 1; THENCE ALONG SAID UNE NORTH 00'44'37' EAST 26.19 FEET TO THE WEST LINE OF SAID HEREIN DESCRIBED FARCES A THROUGH E AND THE TRUE PONT OF BE12NNINO THENCE CONTINUING ALONG A NORTHERLY DCIENSION CF THE EASE UNE OF SAID LOTS 10 AND 11 NORTH 0044'37 EAST 121.50 FEET; THENCE NORTH 891658' WEST 51.36 FEET 10 THE WEST UNE OF SAID PARCELS A THROUGH 0; THENCE ALONG SAD LINE SOUTH 2130'50' EAST 126.83 FEET; THENCE CONIONUNG ALONG SAID UNE SOUTH 372707' EAST 5.49 FEET TO THE TRUE POINT OF BEGINNING GENERAL NOTE ANY PROPOSED STRUCTURES ON EITERR PARCEL. 'A' OR PARCEL 'B' OF THIS BTA MAY BE RE9JERED 10 HAVE A FIRE SPRNXLER SYSTEM DUE 10 ACCESS RESIRICTGHS KENNETH R. ANDERSON AND ASSOCIATES. INC. Surveying, Mapping and Land Planning 1720 SaRh 341st Race, State C-4 Federal Way, Vaaltotan 98003 Dee Woo (253) 839-0199 Tonna8 (253) 272-885 FAX (253) VOLUME PAGE OWNER(S): MAJESTIC BUILDERS ADDRESS: 1201 MONSTER ROAD, SUITE 330 CITY/STATE/ZIP: RENTON, WA 98055 PHONE: (425) 235-6600 DRAWN BY WEL CHECKED BY KRA DATE SCALE 9/14/06 N/A JOB NUMBER SHEET 06-022 3 01 5 BOUNDARY LINE ADJUSTMENT NUMBER L06-090 12 a ` 10C -C--,• ?,t C -C--, 11L N8917'1YW -MAJICHLINE_ _SEE1SHEET 4 OF 4 51.36' : 10. J0. CPS' R. 10• �d-< 8 la irk. % t d •. o. 4 d3 o‘ 1 Cyt. 8 0 y61 ''' S �I �✓30'0 1 4:.i / s57220. �� 4 S00.4437** Off" 26.19 �, mi&\ 9.15' NE CORNER CONC. RET. WALL 0.2'E OF UNE o ///� 2 STORY / NOW FRAMED HOUSE E END 6' PROD FENCE w/LATTICE TOP. W END OF WALL 0.61Y OP UNE ///. SE CORNER CONC. REL WALL 0.4'E OF LINE - NE COMER AL 8181E MASONRY .NE COME Er DE UNE E FACE 8' WIDE MASONRY —' RETAINING WALL 1.6'E OF CORNER • to - 8 PARCEL 'A' 90,995 S.F. 2.09 AC. NOTE 13r LAND DECLARED i SURPLUS TO STATE gal u HIGHWAY ROUTE 599o PER WSDOT LETTER DATED 2/22/1978. c cw (AKA EXCESS RIGHT A OF WAY, 1.75 At ACRES) —1--E. UNE. W. TRACT 33 s. 126TH STREET 5891739'E 250.70' (ALDER MEET) 220.00' PARCEL N0. 734060 0661 b i M r,,..1 vt c`s ak'J : .14' 1 c "1r 45.00' HEDGE ROW ,4'iE OF UNE 63+10, 245 LT 99.05' N 100.40' 1 y9� i t.4 S00'44'3741 sE END C CHA9'8UNK - 14 ` 8917'39'E FENCE 1.9'NE'LY OFJ6 LWE'•,��n�" j6' 4.12 %'i2' NW END 6' CHAJNLJHK gk ^� FENCE 3.O'NE'LY OF UNE/ 100.4' CENTERLINE, 40' EASEMENT FOR ELECTRIC iRANSYISSON AND DISTRIBUTION FOR 07Y OF SEATTLE NEC. NO. 7905111015 40' ELECTRIC TRANSMISSION & DISTRIBUTION EA88MDINT FOR OTT OF SEATTLE REC. N0. 7905111015 Os Os 01 0 -STATiONING p PER WSDOT (VOLUME PAGE GRy of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 99188 Telephone (2013) 431-3670 (206) 431-3665 SCALE IN FEET 30 15 0 30 1'.'30' 60 WASHINGTON STATE PLANE. NORTH ZONE PER WASHINGTON CQUNCL OF COUNTY SURVEYORS lr KING COUNTY CONTROL SURVEY BASIS OF BEARINGS: BASED UPON THE YONUYFNIED WEST LINE OF THE NORTHWEST QUARTER OF SWOON 10-2314-04E BEARING NO144'34'E —c PARCEL NO. 734060 0662 ,,O V� eve'. ``0• SECTION CORNER NS1ED SECTION CORNER CALCULATED POSRION s0Cn0N QUARTER CORNER VISITED SECTION QUARTER CALCULAiED P0SRI0N B FOUND MONlRID4T AS DESCRIBED e CALCULATED MtJNUMENT POSITION • SO' 5/6' REHAB & CAP. LS. 29267 UNLESS OTHERWISE NOTED (M) MEASURED (C) CALCULATED (P1) PLAT OF REMADE INTERURBAN TRACTS, VOL 10, P0. 74 (R1) RECORD OF SURVEY. VOL 5, P0. 171 (KCCs) KING COUNTY CONTROL SURVEY (815901) WASHINGTON STATE DEPT. OF TRANSPORTATION RIGHT-OF-WAY MAP FOR SHR 599. FOSTER iNTERCIANGE TO SOUTH 1181H St APPROVED SEPT 4, 1963, DRAWER 56. SEQUENCE 20 STAUDACi0.'IL ROBERT N. 734069 0664 i92O4VAY PHILIP 734060 0663 POINT 'B' 61+25, 196 LT ,14% a 388.74' HEI4DNVAY DANIEL S844739 E 734060 0661 KENNETH R. ANDERSON AND . ASSOCIATES, INC. Surveying, Yapping and Land Planning 1720 South 341st Rocs, Site fro Fogad WayG'ttas1mgtm 9800.3 Des Hobbes (233) 838-1199 Taeaaa (253) 272-9858 FAX (253) 838-8184 E m3OaMaeawawyaramn eA .� 4 61x°0. ,Aa' OWNER(S): MAJESTIC BUILDERS ADDRESS: 1201 MONSTER ROAD, SUITE 330 CITY/STATE/ZIP: RENTON. WA 98055 PHONE (425) 235-6600 DRAWN BY CHECKED BY WEL KRA DATE CALCULATED PER (WSDOT) 9/14/06 1'=30' ,108 NUMBER 06-022 1)F 5 City of Tukwila Department of Cai unify Development 9300 Sentheenter Badevard, Tukwila. WA 98188 Telephone (206) 431-3870 FAX (206) 431-3665 E-ma0: tulatsakdoskap.ia BOUNDARY LINE ADJUSTMENT NUMBER L06-090 SCALE IN FEET 30 15 0 30 1•' 30' 60 ME6@1St WASHINGTON STATE PIAL. NORTH ZONE PER WASHINGTON COUNCIL OF COUNTY SURVEYORS & KING COUMY CONTROL SURVEY BASIS OF BEARINGS BASED UPON THE MONMENNTED WEST LK OF THE NORTHWEST QUARTER OF SECTION 10-231-040. MARINO NO144.34 E SECTION CORER VISITED SECDON CORNER CALCULATED PVS11ON SECTION QUARTER CORNER VISTID SECTION QUARTER CALCULATED POSITION FOUND MONUMENT AS DESCRIBED CALCULATED MONUMENT POSITION SET 5/8' REHAB & CAP. LS. 29267 UNLESS OTHERWISE NOTED MEASURED CALCULATED PLAT 1F RIVERSIDE INTERURBAN TRACTS. VOL. 10. PG 74 RECORD OF SURVEY, VOL 5, PG 171 1016 COUNTY CONTROL SURVEY WASNGTON STATE DEPT. OF 1RANSPORTA110 4 RIGHT -CF -WAY (WSDOT) MAP FOR SR 599. FOSTER INTERCHANGE 10 SOUTH 118TH St APPROVED SEPT 4. 1983, DRAWER 58, SEQUE 0) 20 87+20, 315 LT S18O8'52 E 38.85'(C) 36.80'(R1) (AIDER STREET) 88+25, 110 LT •1 3. moo' 76+05.29 �' CALCULATED O PER (R1) moo' 0 S. 126TH STREET 66+20, 290 LT 13,. (VACATED) PARCEL 90,995 S.F. 2.09 AC. NOTE: LAND DECLARED SURPLUS TO STATE HIGHWAY ROUTE 599 PER WSDOT LETTER DATED 2/22/1978. (AKA EXCESS RIGHT OF WAY, 1.75 ACRES) E: T 13 1' a 0 rCr ..1) rn i 0 t' 0 �f^ ... o ... I �6{ n 700 0 13 A a) r130 w •J m m z W -.4 0�1 0 n0.00 si s"t,,zvt O14 (n wpp3 < 4 W 18 -ala w 913(11 zmo� Q } 0074-0F 8 pg -am 73 U) H8%1436'E 2.92 gr s +ter . t1% j -MATCHLINE- SEE SHEET 3 OF 4 VOLUME PAGE pSTATIONING IO PER WSDOT MONUMENT PER (R1) 0022 O VS.Z 1 m E. UNE, W. 100.4' TRACT 33 KENNETH R. ANDERSON AND ASSOCIATES. INC. Surveying, Mapping and Land Planning 1720 South 3410t Ram Suite C-4 Federal Wa% Wa3dngton 98003 On Makes (253) 838-1199 Tanen (253) 272--8858 FAX (253) E -11a mallOaut rsonsu vWen n sIslo OWNER(S): MAJESTIC BUILDERS ADDRESS: 1201 MONSTER ROAD, SUITE 330 cTY/STATE/ZIP: RENTON, WA 98055 PHONE: (425) 235-6600 DRAWN BY WEL DATE 9/14/06 .OB NUMBER 06-022 0100400 BY KRA SCALE SHEER 5 DF 5