Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutC_Review Comments_v2TA BENSON PETRO, LLC LOT LINE ADJUSTMENT A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 29, TWP. 23 N., RNG. 5 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DECLARATION: ORIGINAL DESCRIPTIONS: NEW DESCRIPTIONS: LUA 25- 000014 KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF THE LAND LOT A. LOT A. 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 THE WEST 100 FEET OF THE EAST 200 FEET OF THE WEST HALF THAT PORTION OF THE EAST 200 FEET OF THE WEST HALF OF THE SOUTHWEST OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION ACCORDANCE WITH THE DESIRES OF THE OWNER(S). THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, COUNTY, WASHINGTON: IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. WASHINGTON: TA BENSON PETRO, LLC, A WASHINGTON LIMITED LIABILITY COMPANY BY: ITS: ACKNOWLEDGEMENTS: STATE OF COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE/SHE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TA BENSON PETRO, LLC, A WASHINGTON LIMITED LIABILITY COMPANY, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE DAY AND YEAR LAST ABOVE WRITTEN. CERTIFICATE ABOVE WRITTEN. DATED: SIGNATURE OF NOTARY PUBLIC: PRINTED NAME OF NOTARY PUBLIC: TITLE: MY APPOINTMENT EXPIRES: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT: EXAMINED AND APPROVED THIS DAY OF 20 . PLANNING DIRECTOR OF THE DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF .20_. KING COUNTY ASSESSOR DEPUTY, KING COUNTY ASSESSOR ACCOUNT NUMBERS: 2923059017, 2923059095 AND 2923059110 AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT _ M IN BOOK OF SURVEYS AT PAGE(S) IN BOOK OF AT PAGE (S) AT THE REQUEST OF STEPHEN H WOODS. AUDITOR'S FILE NO. MANAGER SUPERINTENDENT OF RECORDS LAND SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH SURVEY RECORDING ACT AT THE REQUEST OF TA BENSON PETRO, LLC, A WASHINGTON LIMITED LIABILITY COMPANY IN 20 _. STEPHEN H WOODS, P.L.S. 38965 DATE EXCEPT THE NORTH 300 FEET THEREOF: AND EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 1095014. THE EAST 100 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: EXCEPT THE NORTH 300 FEET THEREOF: AND EXCEPT THE SOUTH 30 FEET THEREOF FOR SOUTHEAST 176TH STREET, AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1095014: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR PETROVITSKY ROAD IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84-2-03185-9, DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE ABOVE DESCRIBED TRACT OF LAND LYING SOUTHERLY OF A LINE 42 FEET NORTHERLY OF AND PARALLEL TO THE CENTERLINE OF PETROVITSKY ROAD AS SURVEYED BY KING COUNTY SURVEY NO.29-23-5-15. LOT C: THE NORTH 150 FEET OF THE SOUTH 180 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: EXCEPT THE EAST 200 FEET THEREOF: AND EXCEPT THE WEST 30 FEET THEREOF, AS CONVEYED TO KING COUNTY: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR SECONDARY STATE HIGHWAY NO.5-C SR 515 UNDER SUPERIOR COURT CAUSE NUMBER 657054: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR SR 515 UNDER SUPERIOR COURT CAUSE NUMBER 793269: AND EXCEPT THAT PORTION CONDEMNED BY SUPERIOR COURT CAUSE NUMBER 84-2-03185-4. SURVEYOR'S NOTES: 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER (TRIMBLE S6)AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) (TRIMBLE R10) . LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES MEET THE STANDARDS OF WAC 332-130-090. 2) PHYSICAL IMPROVEMENTS SHOWN HEREON ARE FROM A SURVEY PROVIDED BY OTHERS. CONTOUR ENGINEERING, LLC. HAS NOT MADE AN ATTEMPT TO VERIFY. 3) FULL RELIANCE FOR LEGAL DESCRIPTIONS AND RECORDED EASEMENTS HAVE BEEN PLACED ON THE TITLE REPORT FROM FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT ORDER NO.NCS-936436B-HOU1, DATED SEPTEMBER 30, 2024. NO ADDITIONAL RESEARCH HAS BEEN ATTEMPTED. 4) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR TO PROPERTY LINES. 5) THE INTENT OF THIS SURVEY IS TO ADJUST THE BOUNDARY LINES OF THREE LOTS TO CREATE TWO LOTS. LND-30-0441 EXCEPT THE NORTH 300 FEET THEREOF: AND EXCEPT THE SOUTH 30 FEET THEREOF FOR SOUTHEAST 176TH STREET, AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1095014: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR PETROVITSKY ROAD IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84-2-03185-9, DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE ABOVE DESCRIBED TRACT OF LAND LYING SOUTHERLY OF A LINE 42 FEET NORTHERLY OF AND PARALLEL TO THE CENTERLINE OF PETROVITSKY ROAD AS SURVEYED BY KING COUNTY SURVEY NO.29-23-5-15. LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THENCE SOUTH 88°18'52" EAST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 209.21 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING NORTH 01°43'21" EAST, A DISTANCE OF 140.08 FEET: THENCE NORTH 88°18'52" WEST, A DISTANCE OF 25.65 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 120.01 FEET: THENCE SOUTH 88°18'52" EAST, A DISTANCE OF 16.15 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 49.14 FEET TO THE SOUTH LINE OF THE NORTH 300 FEET OF THE SOUTHEAST QUARTER OF SAID SECTION 29 AND THE TERMINUS OF SAID LINE. THE NORTH 150 FEET OF THE SOUTH 180 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OFTHE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON: AND EXCEPT THE WEST 30 FEET THEREOF, AS CONVEYED TO KING COUNTY: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR SECONDARY STATE HIGHWAY NO. 5-C SR 515 UNDER SUPERIOR COURT CAUSE NUMBER 657054: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR SR 515 UNDER SUPERIOR COURT CAUSE NUMBER 793269: AND EXCEPT THAT PORTION CONDEMNED BY SUPERIOR COURT CAUSE NUMBER 84-2-03185-4. AND EXCEPT THE NORTH 300 FEET THEREOF: AND EXCEPT THE SOUTH 30 FEET THEREOF FOR SOUTHEAST 176TH STREET, AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 1095014: AND EXCEPT THAT PORTION THEREOF CONDEMNED FOR PETROVITSKY ROAD IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 84-2-03185-9, DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE ABOVE DESCRIBED TRACT OF LAND LYING SOUTHERLY OF A LINE 42 FEET NORTHERLY OF AND PARALLEL TO THE CENTERLINE OF PETROVITSKY ROAD AS SURVEYED BY KING COUNTY SURVEY NO.29-23-5-15. LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THENCE SOUTH 88°18'52" EAST, ALONG THE SOUTH LINE THEREOF, A DISTANCE OF 209.21 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 30.00 FEET TO THE TRUE POINT OF BEGINNING: THENCE CONTINUING NORTH 01°43'21" EAST, A DISTANCE OF 140.08 FEET: THENCE NORTH 88°18'52" WEST, A DISTANCE OF 25.65 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 120.01 FEET: THENCE SOUTH 88°18'52" EAST, A DISTANCE OF 16.15 FEET: THENCE NORTH 01°43'21" EAST, A DISTANCE OF 49.14 FEET TO THE SOUTH LINE OF THE NORTH 300 FEET OF THE SOUTHEAST QUARTER OF SAID SECTION 29 AND THE TERMINUS OF SAID LINE. E N G I N E E R I N G- L L C CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS 4706 97th Street NW, Suite 100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com DRAWN BY: D WOODS CHECKED BY: S WOODS DATE: FEB. 10, 2025 JOB NAME: BLA SCALE: DNA JPB No.: 19-045 VOLUME/PAGE INDEX DATA: SW -SE 29, T23N, R5E, WM SURVEY FOR: TA ACQUISITIONS 17246 iO8TH AVENUE SE RENTON, WA. KING COUNTY, WASHINGTON SHEET 1 OF 2 TA BENSON PETRO, LLC LOT LINE ADJUSTMENT VOLUME/PAGE LEGEND: = MONUMENT FOUND AS NOTED 20 29 NORTH QUARTER CORNER SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FOUND "X" IN 3" BRASS DISC, STAMPED "TOWNSEND & ASSOC LS 9634" IN THE CENTERLINE OF ACCESS ROAD TO "GATEWAY POINTE APARTMENTS" VISITED 9-28-1999 � rn I SCALE: 11 1 1 30 LU � Ia v cn I cu LO 33.92' 3 m Lo cu tz o cry 0 G H m H G7 =-I o C)c:) 0 �c� W a r� :30 ��co N 01 O W � O N88°18'52"W 97.72' UNPLATTED NORTH LINE OF THE SOUTH 180 FEET OF THE WEST 1/2 OF THE SW 114 OF THE SW 1/4 OF THE SE 1/4 NPL LO�ZVE 5E p6ZGgENSpN 1I �O �NoGff�� 9tr` 4 yG' 0) 3oG� F S88°18'52"E 66.70' S01°43'21"W 12.00 1 �29 Z— — — 209.21' 32 SOUTH QUARTER CORNER SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FOUND CROSS IN 1.5" BRASS DISC INCASED. VISITED 12-28-2010 CITY OF RENTON CONTROL POINTT NO.1966 POINT OF COMMENCEMENT ADDRESS NOTES: NEW LOT A TO REMAIN 10828 SE 176TH STREET, NEW LOT B WILL BE ADDRESSED WHEN DEVELOPED. AREAS: ORIGINAL LOT A: ORIGINAL LOT B: ORIGINAL LOT C: NEW LOT A: NEW LOT B: OVERALL: N88°54'59"W 200.01' 68.10' (NEW) i00.0 i ' (OLD) uz 35.2' m v vv cn v N88 °18'52"W 16.15' (NEW) 3 I _ 51.2' Cu m IEn NEW LINE PARCEL B -S88 °18' 52"E _ 25.65' (NEW) I o 0 00 mCu I 3 p 1�g 1 o m o v 00 CEn Go OLD LINE !6 UTILITIES, SIDEWALK & PLANTING AREA EASEMENT RECORDING N .8308170960 — — — -77.60' NEW — S88°18'52"E 100.00: TRUE POINT OF BEGINN of J O Ln o g m J W Cu L0 Cu I ,n m ,.,: cu O 32.2 22.40 ' (NEW) 131.91 ' (NEW) 100.0 i ' (OLD) 0 w 0 U)ON cc 0 LLI Wmm m cn c PARCEL A EXISTING BUILDING 2055 SG.FT. (TO BE REMOVED) INK OLD LINE SOUTH LINE OF THE I HUNTINGTON HEIGHTS NORTH 300 ' OF THE I CONDOMINIUM SE 114 OF SECTION 29 VOLUME 115, PAGES 1-8 NPL - S, �w I GZ 6 pg�SE 1� 1�82 I S88°18'52"E 100.00' N01°43'21"E 12.00' of o� m� SOUTHEAST PETROVITSKY RD VARIABLE RIGHT OF WAY BASIS OF BEARING: HELD BEARING BETWEEN CITY OF RENTON CONTROL POINTS 1866 TO 1863, NORTH 46*39'10" EAST. SCHEDULE B PART II NOTES 30903 SO. FT. / 0.709 ACRES RELATED TO THIS MAP ONLY 29808 SO. FT. / 0.684 ACRES 12298 SO. FT. / 0.282 ACRES PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT 40285 SO. FT. / 0.925 ACRES ORDER NO.NCS-936436B-HOUi, DATED SEPTEMBER 30, 2024. 32724 SO. FT. / 0.751 ACRES 73009 SO. FT. / 1.676 ACRES 12. ITEM CONCERNING AN EASEMENT FOR UTILITIES, SIDEWALK AND PLANTING AREA EASEMENT, IN FAVOR OF KING COUNTY, A MUNICIPAL CORPORATION, SHOWN HEREON. S88°18'52"E 2652.69' (MEAS) 0 ca rn cu LLJ W FU Q m J V Z z • = NO.4 REBAR WITH RED PLASTIC CAP STAMPED "CONTOUR PLS 38965". TO BE SET. O = CALCULATED POSITION. MEAS = MEASURED DISTANCE COR = CITY OF RENTON EAST LINE OF THE CONTROL SKETCH WEST HALF OF THE EAST QUARTER CORNER SW 1/4 OF THE SW 114 SECTION 29, TOWNSHIP 23 OF THE SE 1/4 OF SECTION 29 20 NORTH RANGE 5 EAST W M NORTH QUARTER CORNER FOUND COPPER TACK IN SECTION 29, TOWNSHIP W.M.CONCRETE, INCASED, AT THE 29 NORTH, RANGE 5 EAST, W.INTERSECTION OF 116TH FOUND T IN 3" BRASS AVENUE SE AND SE 168TH DISC, STAMPED "TOINSTHEEND STREET. VISITED 12-20-2018 o & ASSOC L5 9634" IN THE O1 CENTERLINE OF ACCESS ROAD TO CITY OF RENTON 7 o ..GATEWAY POINTE APARTMENTS" CONTROL POINT NO.i863 LO N 1t',, VISITED 9-28-1999 167989.62/1305752.85 COR 167989.94/1305752.87 MEAS� S89 °16' 53"W uo 5288.98' _ — 28 30 29 2630.93' 3 2658.05' 29 m Cu Q' WEST QUARTER CORNER c SECTION 29, TOWNSHIP 23 I NORTH, RANGE 5 EAST, W.M. CALCULATED FROM THE ROAD MONUMENTATION FOR VICTORIA PARK NO.4. VOLUME 109, PAGES 95-97, RECORDS OF KING COUNTY, WA. I� Q o O LO I Lo O ��P cu Q �c �� O�cQQ `v eP�ti I z 0 500 1000 I � SCALE: I 1 500 29 SITE — _ 29 28 32�S88°18'52"E 2652.89' SOUTH QUARTER CORNER 32 33 SECTION 29, TOWNSHIP 23 SOUTHEAST CORNER NORTH, RANGE 5 EAST, W.M. SECTION 29, TOWNSHIP 23 FOUND CROSS IN 1.5" BRASS NORTH, RANGE 5 EAST, W.M. DISC INCASED. FOUND COPPER TACK IN VISITED 12-28-2010 CONCRETE, INCASED, AT THE CITY OF RENTON INTERSECTION OF CONTROL PT NO.1866 116TH AVENUE SE AND 165408.89/1303018.77 COR SE PETROVITSKY ROAD 165408.89/1303018.79 MEAS VISITED 12-20-20i8 E N G I N E E R I N G- L L C CIVIL ENGINEERSNSURVEYORSNLAND PLANNERS 4706 97th Street NW, Suite 100, Gig Harbor, WA 98335 Phone: 253-857-5454 Fax: 253-509-0044 info@contourpllc.com DRAWN BY: D WOODS CHECKED BY: S WOODS DATE' FEB. 10, 2025 Layer Set: BLA SCALE: 1 - 30 DRAWING NAME: 19 - 0 4 5 SOUTHEAST CORNER SECTION 29, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. FOUND COPPER TACK IN CONCRETE, INCASED, AT THE INTERSECTION OF 116TH AVENUE SE AND SE PETROVITSKY ROAD VISITED 12-20-2018 2443.68' 299 28 32 33 INDEX DATA: SE -SW 29, T23N, R5E, WM SURVEY FOR TA ACQUISITIONS 17246 108TH AVENUE SE RENTON, WA. KING COUNTY, WAS HINGTO N SHEET 2 OF 2