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HomeMy WebLinkAboutLLA 20190814900004Instrument Number: 20190814900004 Book:SURVEY Vol: 409 Page: 216 Document:BLAM Record Date: 8/14/2019 8:58 AM Rec: S207.50 In King County, WA MWWR /UU;'Z �` CITY OF RENTON ++ BOUNDARY LINE ADJUSTMENT NO. LUA19-000117 N - �LND-30-0412 OWNER'S DECLARATION KNOW ALL MEN BY THESE PRESENTS, THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS: NAME Andrew Osborne Authorized Signatory ACKNOWLEDGMENT STATE OF.ASI#-�i�a SS COUNTY OA� I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IDIly--tu 'U.YA IS THE INDIVIDUAL WHO APPEARED BEFORE ME, AND SHE ACKNOWLEDGED THAT SHE SIGNED THIS INSTRUMENT AShVb7a>C144&--Vt tF rat I liP4�C 1J10 LL-(' AND ACKNOWLEDGED IT TO BE HER FREE AND VOLI!NTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. nA-rP"n. �Ihl 1 �ni 1 MY (APPOINTMENT EXPIRES HEATHER N MAR{I ' Notary ID # 126548324 My Commission Expires June 6, 2020 S V- tV � M �a �+ CIL r C C �- -_ > W RECORDER'S CERTIFICATE i3 FILED OR RECORD THIS _ DAY OF v 204 AT -&M. IN BOOK OF SURVEYS AT PAGE AT THE z REQUEST OF _ -, a a6iz CM 0 �. 0 a C-4 SUPT. OF RECd.DS MANAGER APPROVALS: DEPARTMENT OF CCOMMUNITY AND ECONOMIC DEVELOPMENT A� APPROVED THIS DAY OF 20 f. PLANNING DIRE OR KING COUNTY DEPARTMENT OF ASSESSM NTS EXAMINED AND APPROVED THIS f[�DAY OF u ? 20 ASSESSOR DEPUTY ASSESSOR ASSESSOR'S PARCEL NOS. : 9188000152 4AW SURVEY NOTES 1) LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE COMPANY NATIONAL COMMERCIAL SERVICES FILE NO.: NCS-806776-DC72, COMMITMENT DATE: SEPTEMBER 20, 2016, IT SHOULD BE NOTED THAT IN PREPARING THIS SURVEY MAP, O'BUNCO ENGINEERING INT'L, INC. (OEI) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS OEI AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. OEI HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2) BASIS OF BEARINGS PER SURVEY BY BUSH, ROED AND HITCHINGS, INC. DATED APRIL 2, 1998 RECORDED UNDER RECORDING NO. 9809109004, RECORDS OF KING COUNTY, WASHINGTON. 3) THE BOUNDARY SURVEY SHOWN HEREON IS BASED UPON THAT RECORD OF SURVEY RECORDED UNDER RECORDING NO. 9809109004, RECORDS OF KING COUNTY, WASHINGTON. 4) THE MONUMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE COURSE OF THIS SURVEY. ANGULAR AND LINEAR MEASUREMENTS WERE MADE WITH A LEICA 1205 ROBOTIC TOTAL STATION MAINTAINED ACCORDING CALIBRATED WITHIN THE LAST YEAR. THIS SURVEY MEETS OR EXCEEDS THE MAXIMUM ALLOWABLE RELATIVE POSITIONAL PRECISION REQUIRED FOR AN ALTA/ACSM LAND TITLE SURVEY. 5) THE PROPERTY DEPICTED AND DESCRIBED HEREON ENCLOSES AN AREA OF 546,026 SQUARE FEET OR APPROXIMATELY 12.54 ACRE (S). 6) THE SUBJECT PROPERTY HAS DIRECT VEHICLE AND PEDESTRIAN ACCESS TO OAKESDALE AVE. S.W. AND S.W. 7TH STREET. NO VEHICLE OR PEDESTRIAN ACCESS FROM NACHES AVE. S.W. 7) THERE ARE NO VISIBLE FOUNDATION ENCROACHMENTS. 8) BUILDING DIMENSIONS SHOWN ARE AT GROUND LEVEL. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES (OR RADIAL) FROM THE PROPERTY LINE AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 9) STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HERON ARE AS THEY ARE MARKED ON THE GROUND. PARKING COUNT STANDARD SPACES: COMPACT SPACES, HANDICAP SPACES: TOTAL=557 TOTAL=382 TOTAL=155 TOTAL=20 10) THE DEPICTION OF THE LIMITS OF ZONE X AND AE, AS SHOWN HEREON ARE FOR REFERENCE ONLY PROVIDED BY AVAILABLE FEMA MAPS. NO SURVEY WAS CONDUCTED UNLESS OTHERWISE NOTED, 11) UNABLE TO DEPICT ZONING SETBACKS DUE TO VARYING BUILDING HEIGHTS INSIDE THE INDIVIDUAL BOUNDARY LINES.. 12) THE SUBJECT PARCEL NO(S) 9188000153, 9188000143 AND 9188000152 TO HAVE NO GAPS, GORES OR OVERLAPS BETWEEN THE PARCELS. SURVEY NOTES CONTINUED 13) THE POSITION OF SURFACE FEATURES (CATCH BASINS, LIGHTS, BUILDINGS, ETC.) ARE FROM ACTUAL FIELD LOCATIONS OF VISIBLE SURFACE FEATURES. PRIOR TO ANY EXCAVATION ON SITE, AN UNDERGROUND LOCATIONS FIRM. SHOULD BE EMPLOYED TO ACCURATELY MAP',ALL UNDERGROUND UTILITIES. 14) THE FACE OF THE CURB WAS LOCATED AND IS SHOWN HEREON. THE BACK OF THE CURB IS SHOWNFOR GRAPHIC PURPOSES ONLY AND IS NOT TO SCALE. 15) THERE ARE NO OBSERVABLE EVIDENCES OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. LINE ADJUSTMENT RECORDING N0. VOL./PAGE 16) THERE ARE NO CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED, AND AVAILABLE FROM THE CONTROLLING JURISDICTION, OR OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 17) THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 18) THERE WAS NO EVIDENCE OF CEMETERIES, GRAVESITES OR BURIAL GROUNDS DISCLOSED IN RECORD DOCUMENTS PROVIDED TO THE SURVEYOR OR OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 19) THE BUILDING ADDRESSES DEPICTED HEREON WERE OBSERVED IN THE FIELD. 20) THE WORD "CERTIFY" AS USED IN IT'S VARIOUS FORMS HEREIN, IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR WHICH IS BASED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH, IT CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. 063 BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONES AE AND X OF THE FLOOD INSURANCE RATE MAP, COMMUNITY NO. 530088, MAP NUMBER 53033CO976 F WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 1995 AND IS PARTIALLY IN A SPECIAL FLOOD HAZARD AREA. AS SHOWN ON THE FEMA WEBSITE (HTTP://MSC. FEMA. GOV) NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND A FLOOD ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 28240 1�A ,SJQ- BASIS OF BEARINGS HELD BASIS OF BEARINGS FROM PLAT METHOD OF SURVEY USING A TRIMBLE R8 BASE AND R8 ROVER. ALONG WITH CONVENTIONAL RADIAL TIES WITH A TRIMBLE S6 TOTAL STATION. "I, PETER KOWATSCH, P.L.S. NO. 28240, A REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE BLA AS SHOWN IS BASED UPON ACTUAL FIELD SURVEY OF THE LAND DESCRIBED AND THAT ALL ANGLES, DISTANCES, AND COURSES ARE HEREON CORRECTLY SHOWN AND THATTHE LOT CORNERS HAVE BEEN STAKED ON THE GROUND AS SHOWN ON THE MAP." T. 9 llj R. 28E. 11 LOCATED IN THE PORTION OF THE SW1/ OF THE SE1/ OF SECTION 13 AND OF THE NW1/ OF THE NE1/ OF SECTION 24, ALL IN T.23N. R.4 E., CITY OF RENTON, KING COUNTY, WASHINGTON EXISTING LEGAL DESCRIPTIONS LOT 1, CITY OF RENTON SHORT PLAT NO LUA-98-074-SHPL, RECORDED SEPTEMBER 10, 1998 UNDER RECORDING NUMBER 9809109004, IN KING COUNTY, WASHINGTON. PARCEL 'S' LOT 3, CITY OF RENTON SHORT PLAT NO LUA-98-074-SHPL, RECORDED SEPTEMBER 10, 1998 UNDER RECORDING NUMBER 9809109004, IN KING COUNTY, WASHINGTON. NEW LEGAL DESCRIPTION PARCEL 'A' LOT 1, CITY OF RENTON SHORT PLAT NO LUA-98-074-SHPL, RECORDED SEPTEMBER 10, 1998 UNDER RECORDING NUMBER 9809109004, IN KING COUNTY, WASHINGTON. WITH THE EXCEPTION OF THE FOLLOWING; COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 0000'00" WEST, FOR A DISTANCE OF 46.92 FEET ALONG THE WEST BOUNDARY LINE OF SAID LOT 3; THENCE CONTINUING ALONG SAID BOUNDARY LINE, SOUTH 48016'15" WEST FOR A DISTANCE OF 220.36 FEET; THENCE SOUTH 41050'41" EAST FOR A DISTANCE OF 279.88 FEET; THENCE SOUTH 48009'19" WEST FOR A DISTANCE OF 31.86 FEET; THENCE SOUTH 63032'36" WEST FOR A DISTANCE OF 106.54 FEET TO THE MOST NORTHERLY CORNER OF LOT 2 OF SAID SHORT PLAT; THENCE -CONTINUE SOUTH 63032'36" WEST ALONG THE NORTHERLY BOUNDARY OF-SAVILOT 2 FOR A DISTANCE OF 47.51FEET; THENCE SOUTH 48009'19"'WEST,-ALONG THE NORTH BOUNDARY OF LOT 2 FOR A DISTANCE OF 47.56 FEET; THENCE LEAVING SAID LOT 2 BOUNDARY, NORTH 41058'22" WEST FOR A DISTANCE OF 317.72 FEET TO POINT ALONG THE WESTERLY BOUNDARY OF SAID LOT 1; THENCE ALONG THE SAID WESTERLY BOUNDARY OF LOT 1THE FOLLOWING COURSES AND DISTANCES, NORTH 37002'23" EAST FOR A DISTANCE OF 18.78 FEET; THENCE NORTH 20023'07" EAST FOR A DISTANCE OF 290.71 FEET; THENCE NORTH 90000'00" EAST FOR A DISTANCE OF 274.741 FEET TO THE POINT OF BEGINNING. PARCEL 'B' LOT 3, CITY OF RENTON SHORT PLAT NO LUA-98-074-SHPL, RECORDED SEPTEMBER 10, 1998 UNDER RECORDING NUMBER 9809109004, IN KING COUNTY, WASHINGTON. WITH THE ADDITION OF THE FOLLOWING; COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 1, THENCE SOUTH 0000'00" WEST, FOR A DISTANCE OF 46.92 FEET ALONG THE WEST BOUNDARY LINE OF SAID LOT 3; THENCE CONTINUING ALONG SAID BOUNDARY LINE, SOUTH 48016'15" WEST FOR A DISTANCE OF 220.36 FEET; THENCE SOUTH 41050'41" EAST FOR A DISTANCE OF 279.88 FEET; THENCE SOUTH 48009'19" WEST FOR A DISTANCE OF 31.86 FEET; THENCE SOUTH 63032'36" WEST FOR A DISTANCE OF 106.54 FEET TO THE MOST NORTHERLY CORNER OF LOT 2 OF SAID SHORT PLAT; THENCE CONTINUE SOUTH 63032'36" WEST ALONG THE NORTHERLY BOUNDARY OF SAID LOT 2 FOR A DISTANCE OF 47.51FEET; THENCE SOUTH 48009'19" WEST, ALONG THE NORTH BOUNDARY OF LOT 2 FOR A DISTANCE OF 47.56 FEET; THENCE LEAVING SAID LOT 2 BOUNDARY, NORTH 41058'22" WEST FOR A DISTANCE OF 317.72 FEET TO POINT ALONG THE WESTERLY BOUNDARY OF SAID LOT 1; THENCE ALONG THE SAID WESTERLY BOUNDARY OF LOT 1THE FOLLOWING COURSES AND DISTANCES, NORTH 37002'23" EAST FOR A DISTANCE OF 18.78 FEET; THENCE NORTH 20023'07" EAST FOR A DISTANCE OF 290.71 FEET; THENCE NORTH 90000'00" EAST FOR A DISTANCE OF 274.741 FEET TO THE POINT OF BEGINNING. INTERNATIONAL O'Bunco Engineering (OEI) Engineering, Surveying & Construction Management 320 N. 20th AVE. Pasco, Washington 99301 Ph: (509) 214-4111, SURVEY BY: AB DRAWN BY: DCP BOUNDARY LINE ADJUSTMENT OAKESDALE CENTER KING COUNTY, WA SCALE H: 1"=80' JOB: 2012-006 V: N/A CADD/DWG:OAKES DALE. DWG 5 CHECKED BY: PK DATE: MAY. 3, 2019 Instrument Number: 20190814900004 Document:BLAM Rec: S207.50 Page-2 of 5 Record Date:8/14/2019 8:58 AM King County, WA I: � I. 02' SCALE 0 20 40 80 FEET 1 INCH = 40 FT. 3: Ln SW 7TH ST. I VICINITY MAP NOT TO SCALE • SET 5/8 INCH REBAR WITH ORANGE PLASTIC CAP LS #28240 L=15.850, R=580.000- N150 21'17"E 40.00 L=14.757, R=540 PUNCHED 2" BRASS DISC IN CASED CONCRETE MONUMENT VISITED MARCH 2012 LAYOUT KEY Cili kalitj wts) NZwel 0 1 &64 "l, PETER KOWATSCH, P.L.S. NO. 28240, A REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE BLA AS SHOWN.IS BASED UPON ACTUAL FIELD SURVEY OF THE LAND DESCRIBED AND THAT ALL ANGLES, DISTANCES, AIN COURSES ARE HEREON CORRECTLY SHOWN AND THAT THE LOT CORNERS HAVE BEEN STAKED ON THE GROUND AS SHOWN ON THE MAP." DATE M liY�I11�I,Yl�I�\I�l� : LOCATED IN THE PORTION OF THE SW% OF THE SE% OF SECTION 13 AND OF THE NW% OF THE NE1/40F SECTION 24, ALL IN T.23N. RA E., CITY OF RENTON, KING COUNTY, WASHINGTON loll — — — — — — — — — — — — — — L — — — — — — — — — — - o BUILDING NO. 1 PARCEL A 602 OAKESDALE AVE. S.W. 101038 SF 2 STORY MASONRY 50 22,077 SQ.FT. E--4 0 ,4 01 LOT I \��\ - i -�- -- EXISTING AREA 225334 SF ----------- 0 VACANT LAND OWNED BY CITY OF RENTON PARCEL #242304-9098 61 0 V� NEW VARIABLE WIDTH ACCESS AND UTILITY EASEMENT 11 N48* 09'19"E jl 121.20 47.56 47.6 1 i I Ll ro T. 9 JV R. 28E. "Ll LOT 2 - EXISTING AREA 106079 SF 42z� INTERNATIONAL \ I I O'Bunco Engineering (OEI) Engineering, Surveying & Construction Management 320 N. 20th AVE. Pasco, Washington 99301 Ph: (509) 214-4111, SURVEY BY: AB DRAWN BY: DCP �w iiii=n)lllllllmu R=mlw BOUNDARY LINE ADJUSTMENT OAKESDALE CENTER KING COUNTY, WA SCALE H: 1"=80, JOB: 2012-006 V: N/A CADD/DWG:OAKESDALE.DWG �X5 CHECKED BY: PK DATE: MAY. 3, 2019 Instrument Number: 20190814900004 Document:BLAM Rec: S207.50 Page-3 of 5 Record Date:8/14/2019 8:58 AM King County, WA 140 12 SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. SURVEYORS CERTIFICATE OUNDAI'7_1,',,Y LINE ADJUSTMENT LOCATED IN THE PORTION OF THE SWY4 OF THE SE'/ OF SECTION 13 AND OF THE DETENTION BASIN PARCEL NWY4 OF THE NE'/a OF SECTION 24, PLAT OF WASHINGTON TECHNICAL CENTER / �\ ALL IN T.23N. R.4 E., CITY OF RENTON, KING COUNTY, WASHINGTON VOLUME 122, PAGES 98-102 / \ BY IleOWNED CITY OF RENTON / \ PARCEL #918800-0150 \ NGPE EASEMENT NO. 9905283540 \ _ _ O O \\ \\ oM ZONE AE ' oZ W z 1- 4 a H 0 ZI W "I, PETER KOWATSCH, P.L.S. NO. 28240, A REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE BLA AS SHOWN IS BASED UPON ACTUAL FIELD SURVEY OF THE LAND DESCRIBED AND THAT ALL ANGLES, DISTANCES, COURSES ARE HEREON CORRECTLY SHOWN AND THAT THE LOT CORNERS HAVE BEEN STAKED ON THE GROUN AS SHOWN ON THE MAP." DATE 1 ! � � f �- 3 HI \ € I 3 t t 3 1 eteeo �c� emir \ T. 9 LV R. ME. 11 1 i1!f� INTERNATIONAL • • Engineering • Engineering, Surveying • • • • 320 N. 20th AVE. Pasco, Washington 99301 Ph: (509) 214-4111, ° .* LAYOUT KEY BOUNDARY LINE ADJUSTMENT OAKESDALE CENTER KING COUNTY, WA SCALE H: 1"=80' JOB: 2012-006 3 V: N/A CADD/DWG:OAKESDALE.DWG 5 SURVEY BY: AB DRAWN BY: DCP CHECKED BY: PK DATE: MAY. 3, 2019 Instrument Number: 20190814900004 Document:BLAM Rec: S207.50 Page-4 of 5 Record Date:8/14/2019 8:58 AM King County, WA SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. ' -"'I UNDA"'7) Y LINE ! I , LOT 3 ZONE X EXISTING AREA 214611 S.F. / I �o 10' !� O M ^�N __.......... ___ o 15' UTILITY Z ! EASEMENT` w- !7/PER REC. NO.2000125001314 BUILDING NO. 5 600 OAKESDALE AVE. S.W. 1 STORY MASONRY 33,004 SQ.FT. SURVEYORS CERTIFICATE / I! I ' II 1 / \�/ / �.)BUILDING NO.4 / 1300 S.W. 7TH ST 1 STORY MASONRY 1--- . %� 29,030 SQ.FT. N48' 09' 19"E S.W. 7TH ST. "I, PETER KOWATSCH, P.L.S. NO. 28240, A REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE BL SHOWN IS BASED UPON ACTUAL FIELD SURVEY OF THE LAND DESCRIBED AND THAT ALL ANGLES, DISTE COURSES ARE HEREON CORRECTLY SHOWN AND THAT THE LOT CORNERS HAVE BEEN STAKED ON THE AS SHOWN ON THE MAP." DATE �o MCW cfl 9: N _m zz m -i M 0 LOCATED IN THE PORTION OF THE SWY4 OF THE SE'/a OF SECTION 13 AND OF THE NW'/4 OF THE NE% OF SECTION 24, ALL IN T.23N. RA E., CITY OF RENTON, KING COUNTY, WASHINGTON L=178.155, R�460.O0 0 .., L=21g 14 R42=0 0 FOUND PUNCH AND 2" BRASS DISC IN CASED CONCRETE MONUMENT S 21 °48'04" E, 0.22' VISITED MARCH 2O12 T. 9 jV R. 28E. 11 LOT 4 CITY OF RENTON SHORT PLAT RECORDING NO.98091029004 OWNED BY CITY OF RENTON PARCEL #918800-0154 rZi7EWA, N51 ° 07' 26"E 95.26 INTERNATIONAL 0, Bunco Engineering (OEI) Engineering, Surveying & Construction Management 320 N. 20th AVE. Pasco, Washington 99301 Ph: (509) 214-4111, SURVEY BY: AB DRAWN BY: DCP LAYOUT KEY BOUNDARY LINE ADJUSTMENT OAKESDALE CENTER KING COUNTY, WA SCALE H: 1"=80' JOB: 2012-006 4 V: N/A CADD/DWG:OAKESDAI DWG CHECKED BY: PK DATE: MAY. 3, 2019 Instrument Number: 20190814900004 Document:BLAM Rec: S207.50 Page-5 of 5 Record Date:8/14/2019 8:58 AM King County, WA SCALE 40 0 20 40 80 ( FEET ) 1 INCH = 40 FT. ADJUSTMENT LOCATED IN THE PORTION OF THE SW'/a OF THE SE'/a OF SECTION 13 AND OF THE NW'/ OF THE NE'/4 OF SECTION 24, ALL IN T.23N. RA E., CITY OF RENTON, KING COUNTY, WASHINGTON VACANT LAP OWNED BY CITY OF RENT PARCEL #242301 LAYOUT KEY SURVEYORS CERTIFICATE T. 9 X R. 28E. "1, PETER KOWATSCH, P.L.S. NO. 28240, A REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THE BLA AS SHOWN IS BASED UPON ACTUAL FIELD SURVEY OF THE LAND DESCRIBED AND THAT ALL ANGLES, DISTANCES, COURSES ARE HEREON CORRECTLY SHOWN AND THAT THE LOT CORNERS HAVE BEEN STAKED ON THE GROUT AS SHOWN ON THE MAP." —7/§�R/ DATE INTERNATIONAL O'Bunco Engineering (OEI) Engineering, Surveying & Construction Management 320 N. 20th AVE. Pasco, Washington 99301 Ph: (509) 214-4111, SURVEY BY: AB DRAWN BY: DCP BOUNDARY LINE ADJUSTMENT OAKESDALE CENTER KING COUNTY, WA SCALE H: 1"=80' V: N/A CHECKED BY: PK JOB:2012-006 5 CADD/DWG :OAKESDALE. DWG DATE: MAY. 3, 2019 9