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HomeMy WebLinkAboutC_Review Comments_v2APPROVAL NOTES RECORDING NO. VOL./PAGE CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNER(S) OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A LOT 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. REPRESENTATIVE HOME DEPOT USA, INC. ACKNOWLEDGMENTS STATE OF ) COUNTY OF ) 1 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 TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: SIGNATURE TI TLE MY APPOINTMENT EXPIRES: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT EXAMINED AND APPROVED THIS DAY OF 20_ COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATOR KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 20_ KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NO.(S) 1723059183. 2023059007. 9154600010. THIS REQUEST QUALIFIES FOR EXEMPTION UNDER KCC 19A.28. IT DOES NOT GUARANTEE THAT THE LOTS WILL BE SUITABLE FOR DEVELOPMENT NOW OR IN THE FUTURE. THE LEGAL TRANSFER OF THE PROPERTY MUST BE DONE BY SEPARATE INSTRUMENT UNLESS ALL LOTS HEREIN ARE UNDER THE SAME OWNERSHIP. ORIGINAL LEGAL DESCRIPTION (PER FIRST AMERICAN TITLE INSURANCE COMPANY FILE NO. NCS-1124890-ATL, DATED APRIL 18, 2022) ADJUSTED PARCEL 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-02-127-LLA, AS RECORDED DECEMBER 16, 2002 UNDER RECORDING NUMBER 20021216900002, SAID LOT LINE ADJUSTMENT BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, THE NORTHEAST QUARTER OF SECTION 79, AND THE NORTHWEST QUARTER OF SECTION 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION OF SAID ADJUST PARCEL 1 CONVEYED TO CITY OF RENTON BY DEED RECORDED FEBRUARY 20, 2003 UNDER RECORDING NUMBER 20030220000243; ALSO EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED DECEMBER 28, 2007 UNDER RECORDING NO. 20071228001161; TOGETHER WITH REVISED PARCELS 2 AND 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-153-LLA, AS RECORDED FEBRUARY 13, 2001 UNDER RECORDING NUMBER 20010213900004, SAID LOT LINE ADJUSTMENT BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 17, THE NORTHEAST QUARTER OF SECTION 19, AND THE NORTHWEST QUARTER OF SECTION 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON, DEPARTMENT OF TRANSPORTATION BY DEED RECORDED DECEMBER 28, 2007 UNDER RECORDING NO. 20071228001161. SCHEDULE B - ITEMS (THE NUMBERS CORRESPOND TO FIRST AMERICAN TITLE INSURANCE FILE NO. NCS-1124890-ATL, DATED APRIL 18, 2022) 1. GENERAL TAXES. NOT A SURVEY ITEM. 2. GENERAL TAXES. NOT A SURVEY ITEM. 3. GENERAL TAXES. NOT A SURVEY ITEM. 4. POTENTIAL SEWAGE CHARGES. NOT A SURVEY ITEM. 5. RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS AND FILLS UNDER COURT CAUSE 76105. NOT A SURVEY ITEM. 6. QUIT CLAIM DEED, RECORDING NO. 559503, CONTAINING AGREEMENTS REGARDING A DITCH THAT MAY AFFECT A PORTION OF SUBJECT PROPERTIES. THE DESCRIPTION OF THE DITCH LOCATION IS INSUFFICIENT TO PLOT HEREON. 7. RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS AND FILLS UNDER RECORDING NO. 2827715. BLANKET IN NATURE. 8. COMMUNICATION EASEMENT, RECORDING NO. 7205170497, GRANTED TO PACIFIC NORTHWEST BELL TELEPHONE COMPANY AFFECTS SUBJECT PROPERTY. EASEMENT IS BLANKET IN NATURE AND NOT PLOTTED HEREON. 9. 5' WATER LINE EASEMENT AND 25' TEMPORARY CONSTRUCTION EASEMENT, RECORDING NO. 7405290484, GRANTED TO THE CITY OF RENTON AFFECTS SUBJECT PROPERTY. DESCRIPTION IS INSUFFICIENT TO PLOT HEREON. 10. TRANSMISSION LINE, DISTRIBUTION LINE, FIBER OPTIC LINE AND ROAD FRONTAGE EASEMENTS, RECORDING NO. 9812171951, GRANTED TO PUGET SOUND ENERGY AFFECT SUBJECT PROPERTY. MODIFIED BY AMENDMENT OF EASEMENT AND CONFIRMATION AGREEMENT, RECORDING NOS. 20080530000830 AND 20080530000831, EASEMENTS ARE PLOTTED HEREON. 11. RESTRICTIVE COVENANT FOR A PORTION OF SUBJECT PROPERTY REGARDING ENVIRONMENTAL HAZARDS, RECORDING NO. 20000125001281. AFFECTS SOUTHERLY PORTIONS OF TPN 2023059007 AND TPN 9154600010. REFER TO DOCUMENT FOR FURTHER DETAILS ON RESTRICTIONS. 12. RESTRICTIVE COVENANT FOR A PORTION OF SUBJECT PROPERTY REGARDING ENVIRONMENTAL HAZARDS, RECORDING NO. 20000125001282. AFFECTS WESTERLY PORTIONS OF TPN 2023059007 AND TPN 9154600010. REFER TO DOCUMENT FOR FURTHER DETAILS ON RESTRICTIONS. 13. RESTRICTIVE COVENANT FOR A PORTION OF SUBJECT PROPERTY REGARDING ENVIRONMENTAL HAZARDS, RECORDING NO. 20000125001283. AFFECTS PORTIONS OF TPN 2023059007, 9154600010 AND 1723059183. REFER TO DOCUMENT FOR FURTHER DETAILS ON RESTRICTIONS. 14. REIMBURSEMENT AND OFF -SITE DRAINAGE AGREEMENT, RECORDING NO. 20021218002478. OFF SITE DRAINAGE AREA IS ALONG THE SOUTHEASTERLY BOUNDARY OF SUBJECT PROPERTY. DESCRIPTION IS INSUFFICIENT TO PLOT HEREON. 15. GAS AND ELECTRIC EASEMENT, RECORDING NO. 20030929001737, GRANTED TO PUGET SOUND ENERGY AFFECTS SUBJECT PROPERTY. EASEMENT IS BLANKET IN NATURE OVER THE AS -CONSTRUCTED UTILITY. 16. GAS AND ELECTRIC EASEMENTS, RECORDING NO, 20040406000468, GRANTED TO PUGET SOUND ENERGY AFFECTS SUBJECT PROPERTY. EASEMENTS ARE PLOTTED HEREON. 17. SANITARY SEWER EASEMENT, RECORDING NO. 20040513001336, GRANTED TO THE CITY OF RENTON AFFECTS SUBJECT PROPERTY. EASEMENT IS PLOTTED HEREON. 18. WATER EASEMENT, RECORDING NO. 20040513001340, GRANTED TO CITY OF RENTON AFFECTS SUBJECT PROPERTY. EASEMENT IS PLOTTED HEREON. 19. CROSS VEHICULAR ACCESS EASEMENT, RECORDING NO. 20040804002355, GRANTED TO THE CITY OF RENTON AFFECTS SUBJECT PROPERTY. EASEMENT IS PLOTTED HEREON. 20. MATTERS AS CONTAINED IN LOT LINE ADJUSTMENT (BOUNDARY LINE ADJUSTMENT), RECORDING NO. 20010213900004. BLA WAS REFERENCED FOR BOUNDARY INFORMATION. 21. MATTERS AS CONTAINED IN LOT LINE ADJUSTMENT (BOUNDARY LINE ADJUSTMENT), RECORDING NO. 20021216900002. BLA WAS REFERENCED FOR BOUNDARY INFORMATION. 22. WARRANTY DEED, RECORDING NO. 20071228001161, GRANTING REAL PROPERTY TO THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION AND CONVEYING ALL RIGHTS OF INGRESS AND EGRESS (INCLUDING ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS OF ACCESS, LIGHT, VIEW AND AIR) TO, FROM AND BETWEEN STATE HIGHWAY ON SAID REAL PROPERTY. 23. WATER EASEMENTS, RECORDING NO. 20080403000079, GRANTED TO THE CITY OF RENTON AFFECT SUBJECT PROPERTY. EASEMENTS ARE PLOTTED HEREON. 24. POSSESSION AND USE AGREEMENT, RECORDING NO. 20080508001440 WITH THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION. AGREEMENT CONTAINS DESCRIPTIONS OF UTILITY EASEMENTS FOR TRANSFER TO PUGET SOUND ENERGY, INC. SEE ITEM 34. 25. UTILITY EASEMENTS, RECORDING NO. 20080722001493, AFFECT SUBJECT PROPERTY. TO BE TRANSFERRED TO UTILITY COMPANY FROM THE STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING UTILITY FACILITIES. THESE EASEMENTS ARE THE SAME AS DESCRIBED IN ITEM 33. EASEMENTS ARE PLOTTED HEREON. RECORDER'S CERTIFICATE I SURVEYOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF 20_ , I THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY AT M. IN BOOK OF AT PAGE AT DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF LARS ANDERSON & ASSOCIATES, INC IN THE REQUEST OF APEX ENGINEERING, LLC. JANUARY, 2022. MANAGER SUPERINTENDENT OF RECORDS TIMOTHY J. MCDA EL, PLS NO. 45792 DATE L SCALE: N/A PORTIONS OF SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW IA SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 1/4 OF THE NE 1A SEC. 19 TWP 23 N, RGN 5 E, W.M. PARCEL AREAS LOT 1: ORIGINAL PARCEL AREA: 399,486 SQ. FT. (9.17 ACRES) REVISED PARCEL AREA: 508,701 SQ. FT. (17.68 ACRES) ORIGINAL PARCEL AREA: 38,508 SQ. FT. (0.88 ACRES) REVISED PARCEL AREA: 62,429 SQ. FT. (1.43 ACRES) LOT 3: ORIGINAL PARCEL AREA: 231,806 SQ. FT. (5.32 ACRES) REVISED PARCEL AREA: 82,310 SQ. FT. (1.89 ACRES) TAX PARCEL NOS./ADDRESSES S17E 100TIFICATION NO, =2780.2002 TPN 2023059007 901 S 7TH ST, RENTON, WA 98055 TPN 9154600010 S GRADY WAY, RENTON, WA 98055 TPN 1723059183 S GRADY WAY, RENTON, WA 98055 REFERENCES 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002. 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO, 9812109014 4. DEED OF DEDICATION, REC. NO. 20030220000243 5. WARRANTY DEED, REC. NO. 20071228001161 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 7. RECORD OF SURVEY, REC. NO. 20050728900039 "i\:7 b7,­ .. V,7,,,,' INDEXING INFORMATION NE 1/4 NE 1/4 SECTION: 19 TOWNSHIP: 23N RANGE: 5E COUNTY. KING NW4 E4 SW 4 SE 4 HOME DEPOT NO. 8802780.2002 901 SOUTH GRADY WAY RENTON, WA 98057 JOB: 35788 VICINITY MAP SCALE 1" = 1000' SHEET INDEX SHEET 1: ORIGINAL PARCEL DESCRIPTIONS, SPECIAL EXCEPTIONS. PARCEL INFORMATION SHEET 2: REVISED PARCEL DESCRIPTIONS SHEET 3: EASEMENTS MAP WITH ORIGINAL PARCELS. SHEET 4. ORIGINAL PARCEL MAP SHEET 5: REVISED PARCEL MAP SHEET 6: TOPOGRAPHIC MAP (FOR PRELIMINARY SUBMITTAL ONLY) NW4 E4 -,17 SW 4 SE 4 NW4 SE E4 SW 20 4 4 INDEXING INFORMATION SW 1/4 SW 1/4 SECTION: 17 TOWNSHIP: 23N RANGE: 5E COUNTY. KING INDEXING INFORMATION NW 1/4 NW 1/4 SECTION: 20 TOWNSHIP: 23N RANGE: 5E COUNTY: KING lex Engineering DRAWN BY: CHECKED BY: , 2601 South 35th Street, Site 200 Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 APEX ENGINEERING, LLC 2022 SCALE: N/A DATE: 9/2/2022 SHEET: 1 OF 6 CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NO. I VOL./PAGE LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 REVISED LEGAL DESCRIPTION REVISED LOT 1: A PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 17, THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, AND THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; BEGINNING AT THE NORTHEAST CORNER OF ADJUSTED PARCEL 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-02-127-LLA, UNDER RECORDING NUMBER 20021216900002, SAID POINT ALSO BEING ON THE WESTERN MARGIN OF STATE ROUTE 405; THENCE NORTH 8959'42" WEST ALONG THE NORTHERN LINE OF SAID ADJUSTED PARCEL 1, A DISTANCE OF 95.99 FEET, THENCE CONTINUING ALONG SAID NORTHERN LINE NORTH 83'46'39" WEST, 144.23 FEET TO THE BEGINNING OF A 62.00-FOOT RADIUS CURVE CONCAVE NORTHEASTERLY, THENCE ALONG THE NORTHERN LINE OF SAID ADJUSTED PARCEL 1 AND REVISED PARCEL 2 OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-153-LLA, UNDER RECORDING NUMBER 20010213900004 AND THE ARC OF SAID CURVE 90.03 FEET, THROUGH A CENTRAL ANGLE OF 83'12'14"; THENCE NORTH 89'59'42" WEST ALONG THE NORTHERN LINE OF SAID REVISED PARCEL 2, A DISTANCE OF 93.70 FEET, THENCE NORTH 43'37'00" WEST, A DISTANCE OF 95.35 FEET; THENCE SOUTH 4623'00" WEST, A DISTANCE OF 32.69 FEET, THENCE SOUTH 43'37'00" EAST, A DISTANCE OF 13.00 FEET, THENCE SOUTH 4623'00" WEST, A DISTANCE OF 43.16 FEET, TO THE BEGINNING OF A 3875.93-FOOT RADIUS CURVE CONCAVE NORTHWESTERLY, THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 67.63 FEET, THROUGH A CENTRAL ANGLE OF 00'59'59"; THENCE NORTH 4237'00" WEST, A DISTANCE OF 11.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 4237'00" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 186.26 FEET, THROUGH A CENTRAL ANGLE OF 02'45'41"; THENCE SOUTH 39'51'19" EAST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 39'51'19" WEST A DISTANCE OF 3869.93 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 64.40 FEET, THROUGH A CENTRAL ANGLE OF 00'57'12 THENCE NORTH 3854'77" WEST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38'54'07" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 8.59 FEET, THROUGH A CENTRAL ANGLE OF 00'07'38"; THENCE SOUTH 37'19'27" EAST, A DISTANCE OF 113.24 FEET, THENCE SOUTH 52'40'33' WEST, A DISTANCE OF 205.50 FEET; THENCE SOUTH 37'19'27" EAST, A DISTANCE OF 116.02 FEET, THENCE SOUTH 21'39'08" WEST, A DISTANCE OF 190.44 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 68'20'45" WEST A DISTANCE OF 770.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHEASTERLY, A DISTANCE OF 36.00 FEET, THROUGH A CENTRAL ANGLE OF 02'40'44"; THENCE NORTH 79'19'11" EAST, A DISTANCE OF 125.09 FEET, THENCE SOUTH 2828'58" EAST, 74.42 FEET; THENCE SOUTH 57'46'57" EAST, 193.07 FEET, THENCE SOUTH 51'32'55" WEST, 90.93 FEET, THENCE SOUTH 3827'05" EAST, 60.00 FEET TO EASTERLY LINE OF AFORESAID ADJUSTED PARCEL 1; THENCE NORTH 51'32'55" EAST ALONG SAID EASTERLY LINE, A DISTANCE OF 139.39 FEET; THENCE NORTH 31'29'10" EAST, 27.44 FEET, THENCE NORTH 11'25'25" EAST, 9.83 FEET,• THENCE SOUTH 7758'20" EAST, 69.21 FEET TO THE WESTERN MARGIN OF STATE ROUTE 405; THENCE NORTH 3229'17" EAST, 276.39 FEET; THENCE NORTH 32'30'12" EAST, 137.04 FEET TO THE BEGINNING OF A 847.00-FOOT RADIUS CONCAVE NORTHWESTERLY, THENCE ALONG THE ARC OF SAID CURVE 460.85 FEET, THROUGH A CENTRAL ANGLE OF 31'10'28" TO THE POINT OF BEGINNING. REVISED LOT 2: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; COMMENCING AT THE NORTHWEST CORNER OF REVISED PARCEL 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-99-153-LLA, UNDER RECORDING NUMBER 20010213900004; THENCE SOUTH 4623'00" WEST ALONG THE EASTERN MARGIN OF SOUTH GRADY WAY, A DISTANCE OF 75.85 FEET TO THE BEGINNING OF A 3857.93-FOOT RADIUS CURVE CONCAVE NORTHERLY, THENCE ALONG THE ARC OF SAID CURVE A DISTANCE OF 325.85 FEET, THROUGH A CENTRAL ANGLE OF 04'50'21 "; THENCE SOUTH 37'19'27" EAST, A DISTANCE OF 7.00 FEET TO A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38'46'29" WEST A DISTANCE OF 3864.93 FEET, AND THE POINT OF BEGINNING, THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY A DISTANCE OF 205.53 FEET, THROUGH A CENTRAL ANGLE OF 03'02'49' THENCE SOUTH 35'43'40"EAST, A DISTANCE OF 8.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 3543'40" WEST A DISTANCE OF 3872.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 113.44 FEET, THROUGH A CENTRAL ANGLE OF 01'40'41", TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY, FROM WHICH THE RADIUS PONT BEARS SOUTH 34'02'59" EAST A DISTANCE OF 20.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 31.00 FEET, THROUGH A CENTRAL ANGLE OF 8849'21"; THENCE SOUTH 32'52'19"EAST, A DISTANCE OF 157.57 FEET, TO THE BEGINNING OF A 760.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY, THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.92 FEET, THROUGH A CENTRAL ANGLE OF 08'35'17", THENCE NORTH 65'42'58"EAST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 65'42'58" WEST A DISTANCE OF 770.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHEASTERLY, A DISTANCE OF 35.34 FEET, THROUGH A CENTRAL ANGLE OF 02'37'48"; THENCE NORTH 21'39'08" EAST, A DISTANCE OF 190.44 FEET, THENCE NORTH 37'19'27" WEST, A DISTANCE OF 116.02 FEET, THENCE NORTH 52'40'33" EAST, A DISTANCE OF 205.50 FEET,• THENCE NORTH 3719'27 WEST, A DISTANCE OF 113.24 FEET TO THE POINT OF BEGINNING; REVISED LOT 3: A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, AND THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; BEGINNING AT THE SOUTHWEST CORNER OF ADJUSTED PARCEL 1, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-02-127-LLA, UNDER RECORDING NUMBER 20021216900002; THENCE SOUTH 87'20'53" EAST ALONG THE EASTERLY LINE OF SAID ADJUSTED PARCEL 1, A DISTANCE OF 59.19 FEET, THENCE NORTH 51'32'55" EAST, A DISTANCE OF 272.93 FEET: THENCE NORTH 3827'05" WEST, A DISTANCE OF 60.00 FEET, THENCE NORTH 51'32'55" EAST, A DISTANCE OF 90.93 FEET, THENCE NORTH 57'46'57" WEST, A DISTANCE OF 193.07 FEET, THENCE NORTH 28'28'58" WEST, A DISTANCE OF 74.42 FEET, THENCE SOUTH 7919'11" WEST, 125.09 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE WESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 71'01'30" WEST, A DISTANCE OF 770.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY A DISTANCE OF 36.00 FEET, THROUGH A CENTRAL ANGLE OF 02'40'44' THENCE SOUTH 7342'14" WEST, A DISTANCE OF 10.00 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE WESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 73'42'14" WEST A DISTANCE OF 760.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY A DISTANCE OF 251.33 FEET THROUGH A CENTRAL ANGLE OF 18'56'52"; THENCE SOUTH 02'39'07" WEST, A DISTANCE OF 130.75 FEET TO THE POINT OF BEGINNING. REVISED PARCELS DESCRIPTIONS SCALE: N/A PORTIONS OF SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW 1/4, SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 1/4 OF THE NE 1/4, SEC. 19 TWP 23 N, RGN 5 E, W.M. LOT LINE ADJUSTMENT FOR zr HOME DEPOT NO. SS02780.2002 5792 o 901 SOUTH GRADY WAY Fs ��'0I RT .,�. RENTON, WA 98057 JOB: I DATE: 35788 9/2/2022 SCALE: N/A N-.►► E WEL SHEET. 2OF6 CHECKED BY: TJM Engineering 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 C APEX ENGINEERING, LLC 2022 CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 FOUND 4'x4" CONC MON W/PK NAIL IN CASE DOWN 0.7' p RENTON AVE. S. VISITED 8-5-21 CITY OF RENTON CNTRL. PT. NO. 418 STA: 373+89.38 154.09' (L)— Q P ✓ I _ N z �r I mW �R N Q OO cn 'a� I C� I Qv�i f� L=27.64' a=25'32'44" I Z NE o � m z 30U N4623'00'E ` 75.85' 0 R=3857.93' L=217.81' A=3`I4'05" FOUND 3' BRASS MONUMENT IN CASE, 0.7' BELOW GRADE VISITED 8/5/21 L=90.03' r A=8312'13'- L=62.39' A=57'39'30' W N- HORIZONTAL DATUM NAD 83/91 HELD SOUTH 89'48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO. 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH ST AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. MON NO 60 MON NO 418 N=175890.97 N=175877.066 E=1298012.66 E=1302310.010 BASIS OF BEARINGS HELD SOUTH 89'59'25" EAST ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AS SHOWN HEREON METHODS AND EQUIPMENT RECORDING NO. VOL./PAGE SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS AND SUPPLEMENTED WITH A TOPCON HYPERLITE GPS RECEIVER UTILIZING RTK METHODS AND THE WASHINGTON STATE REFERENCE NETWORK. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130. 090. SURVEY STANDARDS SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS AS CONTAINED IN W.A.C. 332.130.090 AND THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE MINIMUM ANGLE, DISTANCE, AND CLOSURE PORTIONS OF REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR A.L.T.A./A.C.S.M. LAND TITLE SURVEYS. SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW 1/4, SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 1/4 OF THE NE 1/4, SEC. 19 TWP 23 N, RGN 5 E, W.M. O LEGEND w FOUND MONUMENT AS NOTED N [ CALCULATED MONUMENT POSITION Q rn o \ L=2574.79' R=1920.00' • SET REBAR/CAP LS 45792 a W 3 W -q O - - - - - - - - - - - - - BOUNDARY LINE o � %F�O �\ d=76 50'09' O ADJo1NER PARCEL LINE m RIGHT OF WAY LINE MONUMENTED ROAD CENTERLINE O W z - - SECTION LINE \ \ o ^ :3 or)LINE STA: 369+01.37 226.12' (L) ^ LO z z\ - - - - - - - - - - - - - EASEMENT 'YS ��v \ \> z rn � WATER EASEMENT HATCH \ \\ �Po\ o R=847.00' \ \ .qO� \ \ \ \ /\ ` SANITARY SEWER EASEMENT HATCH N. GAS EASEMENT HATCH �A=3190'28" 1 / ,� 9 STA: 367+50.00 262.75' (L) \ o � ,n \ pa LA APEX y `7?�,9. I wog\cso� �,' �^ N 3 N W t[') c' O o`r z: \ F �000N�N�NOW 1q) oo �$o o'n a^ i-Lo \ Oao u� O 'n \ 2j6 � Cl Oo W o o � L F- M _ _ _ N oy ^W O =00 o2 W. ~' N1� I I zm Wn \\. I \ zN �' NO\vWjNpOp W eip I �O Za0 Lj N z$ \ a z N = Z I I I Z I N O EXISTING COMMERCAL C.3 v~i w zQ z `ro^ — > oz BUILDING �� W wo�o� I �w o \ G �O RAPHIC SCALE rn AREA: 135,494 S.F. TPN FINISH FLOOR ELEV.- 38.8' 00° � o n I �:. i 100 0 50 100 1723059183 �_ S ^ o Z S !:: (REV PCL 3) :- 6�C� /i'�� z Co `o" _ U I �,� STA: 360+39.92 290.90' (L) ( IN FEET ) ORIGINAL �.� � o0 1 inch = 100ft. O rn O N00 \ O� :� W a N Nei �Z M rn W o o gp co �}t+ W O 1'gifi Q O \lp2o_ N vNio Lor 2 I / N I �� :. . Y / ° O J / S11 *25'25'W 9.83' — NORTHWEST CORNER p �0 :� I O / / I I ` �^'` \ NEE Nq \ ORIGINAL LOT 2 NA I S31'2910'W 27.44 / � / I I �y)O PNS ug812�1 \ I p � 1g \ \rod cN . \ / L=72.18' ._ \::::::: 1 y0 G� GJ I Q ti°°h� ^° RE �:�P / I I TPN Q ?Cb �'� Oo a�' �,� ���` o \ 12023059007�o>`b�o �i' o �°�'��,,o d N O t� �..... . o - Nov I (ADJ'ED PCL 1) ^ � s � � '��.- m N 1 ORIGINAL z �: ; C co �� \ �� oa, \ Q��oh \ \ L=145.62' O .:.; ... yql - 1 I LOT 1 z o I W g `a, ? / b� �? D o, \ O V� v�S � � '-, 0 0 0 �. \ :. / z Qz s I I\ ti /� I / I CoM \ C �� /: I \ ZJ-... W N i W ¢O �! \ w ^ yF .::...� rn ' � I / I. 0 8 0: I 3 No �� \I �� — u \\ \ C.�'�N moo...., �'.. \ c� z o �:::� I J V o I cn u� -�.... Q m w z :;:::... .r O w �. \\ P� O \ �5 rn � Q � I 0� 1\0" P n o 9154600010 W<:; : ;1>. \ I �v ti 72.43' b v :• .::::I ��P I �,ll04 — O c, — N — (REV PCL 2) ::: �` Ot & ORIGINAL g I ��GyF O I \\ SOO'44'30'W 2656.35. \ J O LOT 3 ... I a \ N \ \ \ \\ \ G1 \ O O Q� \ \\ \ �N- �g is �-O �I I �?:,•;''.. l` w I I �W 0)N ` L= 79.15' uF. w 6=602'47' __ �_ _ —�Of - ^ :W `"'z �� U O W '�t Z O00 Oi = o) I , 1 — _ Q Z_ _ — , \ \ I \\ o:Z z� =O cno I v..:. -frW v, y I J�-� ___�----- \ w Z '' z z ' �� o: m 130. 75' — — �- -i \ - i \\ Cz W a: N o U Q I L=385.86 0 0 b o z \ � W Q I A=29"28'39" "' w "' -* N0239'07 E �n c \ \\ o Z o o , , 0 _ _� § — TALBOT ROAD, 2 R=3857.93' J -�! N rn- mo ;. co I L=411.74' \ \�- Ce �-� —// '.0 -_� N 0 � N0239'07"E 383.88' § 2 — �? NA=6 06'S4' \ — -_ — Nis N O o t0 r / '' ZOoi D:N WOn i,, R=3817.93 i / / w ���o o �s' O g o 'N* L=715.95' :3 � o a � CL \ / // i N� tri d=10'44 40 - // f- R=750 00' � z ¢ � c z o N FOUND 3' BRASS MONUMENT IN CASE 0.5' BELOW GRADE 00 HARDIE AVE. S.W. VISITED 8/5/21 CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 BUS \� SHELTER R=45.00' A=88'36'19" \ 0 NW to L=465.01' A=35'31'26' O U 0 >• N R=700.00 o, A=35'31'26' LOT LINE ADJUSTMENT FOR EASEMENT MAP WITH ORIGINAL PALCELS o ` HOME DEPOT z NO. SS02780.2002 45792 ��� 901 SOUTH GRADY WAY RENTON, WA 98057 REFERENCES 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO. 9812109014 4. DEED OF DEDICATION, REC. NO. 20030220000243 5. WARRANTY DEED, REC. NO. 20071228001161 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 7. RECORD OF SURVEY, REC. NO. 20050728900039 JOB: DATE: 35788 9/2/2022 SCALE: SHEET: 1 " = 100' 3 OF 6 Engineering DRAWN BY. CHECKED BY. 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 0 APEX ENGINEERING, LLC 2022 HORIZONTAL DATUM METHODS AND EOUIPMENT RECORDING NO. VOL./PAGE CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 FOUND 4'x4' CONC MON W/PK NAIL IN CASE DOWN 0.7' 0 RENTON AVE. S. VISITED 8-5-21 1. CITY OF RENTON CNTRL PT. NO. 418 STA: 373+89.38 154.09' (L)— . p I pay P© (0CY)I d L=27.64' m N A=25'32'44' 1 I R=62.00' L=90.03' J F A=8312'13" N4623'00"E 75.85' i L=62.39' A=57°39'30" y� `` L0 � TPN (30 1723059183 �1Qp� (REV PCL 3) ,�� ORIGINAL 12 W � O LOT 2 NORTHWEST CORNER ORIGINAL LOT 2 L=72.18' A=1'0419 i� ` —1 -145 62' I R=3857.93' L=217.81' o A=3'14'05" ! N 72.43 FOUND 3' BRASS MONUMENT IN CASE, 0.7' BELOW GRADE VISITED 8/5/21 A=2'09'46" U _ I R=3857.93'---\ OR L=411.74' N ( d=6'O6'54" = R=3817.93'- 'u v L=715.95' N tr) A=10'44'40' o� I I FOUND 3' BRASS MONUMENT IN CASE 0.5' BELOW GRADE 00 HARDIE AVE S.W. VISITED 8/5/21 CITY OF RENTON CNTRL PT. NO. 60 WSDOT NO. 5282 NAD 83/91 HELD SOUTH 89'48'53" EAST BETWEEN FOUND CITY OF RENTON MON. N0. 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH ST AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. MON NO 60 MON NO 418 N=175890.97 N=175877.066 E=1298012.66 E= 1302310. 010 BASIS OF BEARINGS HELD SOUTH 89°59'25" EAST ALONG THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. AS SHOWN HEREON SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS AND SUPPLEMENTED WITH A TOPCON HYPERLITE GPS RECEIVER UTILIZING RTK METHODS AND THE WASHiNGTON STATE REFERENCE NETWORK. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130.090. SURVEY STANDARDS SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS AS CONTAINED IN W.A.C. 332.130.090 AND THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR A.L.T.A./A.C.S.M. LAND TITLE SURVEYS. PORTIONS OF SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW 1/4, SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 1/4 OF THE NE 1A SEC. 19 TWP 23 N, RGN 5 E, W.M. LEGEND FOUND MONUMENT AS NOTED CALCULATED MONUMENT POSITION SET REBAR/CAP LS 45792 R=1920.0' .Sj � L=2574.79' - - BOUNDARY LINE 3 Q ATF A= 76 50'09" - - - - - - - - - - - ADJOINER PARCEL LINERO(�� \ RIGHT OF WAY LINE 410S - M IROAD CENTERLINE \ \ SECTIONCTION LINN E \ STA: 369+01.37 226.12' (L) \ R=847.00' \ L=460.85' \ A=3110'28' O\ •yr, !y STA: 367+50.00 262.75' (L) N�? APEX 1'91je G�9 GRAPHIC SCALE ERCAL \ 100 0 50 100 AREA: 135,494 S.F. �• FINISH FLOOR ELEV.- 38.8' IN FEET ) N=v \ 1 inch = 100ft. STA: 360+39.92 290.90' (L) S112525"W 9.83' \ S3129'10"W 27.44' _ TPN oa 2 2023059007 �q°��o ,. (ADJ'ED PCL 1)�p� a \ cyy o ORIGINAL Ir O ,® ��`� LOT 1 o' ,9� �- It I 9154600010 o." — — — — ORIGINAL �GyF LOT 3 i �• \L=79.15' A=6V2'47" 0 S0'44'30"W 2656.35' ti L=385.86' C) N0239 07'E A--29 28'39 TALBOT ROAD S. �— Ui N0239'07'E 383.88' REFERENCES 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002 3. LOT 4. DEED LINE OF DEDICATION ADJUSTMENT LUA-98-164-LLA, REC. REC. NO. 20030220 002430. 9812109014 0� R=750.0' 5. WARRANTY DEED, REC. NO. 20071228001161 BUS 1�1 L=465.01 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 SHELTER ,9y1 A=3531'26' 7. RECORD OF SURVEY, REC. NO. 20050728900039 R=70.00' " L=434.01' R=45.0' �50y�1so A=35'31'26" JOB: DATE: L=69.59' LOT LINE ADJUSTMENT A=88'36'19" / of WAS y FOR 35788 9/2/2022 ORIGINAL �� ' �z� HOME DEPOT SCALE: SHEET. NO. S802780.2002 I" _ 100, 4 OF 6 Engineering PARCEL MAP 901 SOUTH GRADY WAY ��"Fss�'�'G STEgJ�a RENTON, WA 98057 DRAWN BY: CHECKED BY. 2601 South 35th Street, Suite 200 0NAL LAN' 9 Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 ®APEX ENGINEERING, LLC 2022 CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 FOUND 4'x4" CONC MON W/PK NAIL IN CASE DOWN 0.7' p RENTON AVE. S. VISITED 8-5-21 CITY OF RENTON CNTRL. PT. NO. 418 POINT OF BEGINNING STA: 373+89.38 154.09' (L) REVISED LOT 1 I \ I ' w _ N P® [;= I �L Z 1L•j Cf �0, ap e� ae :o �� I �N O cn o) M 0 X) B98, I L=90.03' J r A=8312'13" I P® oa I a 00 ( 1 vsGP,�®� IN, F?, LI \ y �go�GP o6 HORIZONTAL DATUM METHODS AND EOUIPMENT RECORDING NO. I VOL./PAGE NAD 83/91 SURVEY PERFORMED WITH A I" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS AND HELD SOUTH 89'48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO. SUPPLEMENTED WITH A TOPCON HYPERLITE GPS RECEIVER UTILIZING RTK METHODS AND THE WASHINGTON 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH STATE REFERENCE NETWORK. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN ST AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON W.A.C. 332.130.090. AVE SO AND SW 7TH ST. MON NO 60 MON NO 418 SURVEY STANDARDS N=175890.97 N=175877.066 SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS AS CONTAINED IN W.A.C. 332.130.090 AND THE E=1298012.66 E= 1302310. 010 SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR A.L.T.A./A.C.S.M. LAND TITLE SURVEYS. PORTIONS OF SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW IA SEC. 20 TWP 23 N, RGN 5 E. W.M. NE 1/4 OF THE NE 1A SEC. 19 TWP 23 N, RGN 5 E, W.M. R=1920.00' L=2574.79' TARO �\ d=7650'09" 4191Fgos STA: 369+01.37 226.12' (L) �\ �FNSON o \ R=847.00' �o�O \ L=460.85' A=31 10'28" I EXISTING COMMERCAL o BUILDING N AREA: 135,494 S.F. FINISH FLOOR ELEV. 38.8 REVISED LOT 1 N4623'00"E 75.85' R=3857.93' L=217.81' A=3'14'05" 14.6' 25.3' 43.9' -2.0' N 1 N 72.43' L6 FOUND 3" BRASS ~ '~ `� �s C5 REVISED LOT LINES M0.7U BELOW GRADE 7 I r ONMENT IN CASE, L_ VISITED 8/5/21 � s s e ;f- \\ POINT OF BEGINNING s REVISED LOT 2 SEE DETAIL •A• THIS SHEET R=3857.93' 0o L=411.74' I A=606'54" N = W R=3817.93'- N L=715.95' CN U) A=10'44'40" rn �I I FOUND 3' BRASS MONUMENT IN CASE 1, 0.5' BELOW GRADE VISITED 8/5/21 00 HARDIE AVE. S.W. ^� CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 IV �� 116oti � 2 �011 \ L8 367+50.00 262.75' (L) h ^a 43°8, S112 '10*W 7.44' - 3.9' S31'29'10'W 27.44' �] coos'\ 0 N =d a APEX Emma GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100ft. LEGEND ►0-4 + Q FOUND MONUMENT AS NOTED CALCULATED MONUMENT POSITION • SET REBAR/CAP LS 45792 BOUNDARY LINE - - - - - - - - - - - - - ADJOINER PARCEL LINE RIGHT OF WAY LINE - - MONUMENTED ROAD CENTERLINE - - SECTION LINE 360+39.92 290.90' (L) �a 1ph NPO& ;?021 �� oy� ?s?. S� S00 44'30'W 2656.35' o 3 � 0 N REVISED LOT LINES b o POINT OF BEGINNING �. S ?r39' o - o REVISED LOT 3 M r9044' � 'c'- L12 L13 of `* rn :n 0 LII C14 130.75 LID C12 011 t✓10 i � � N0239'07"E � TALBOT ROAD S. doo o _ _ 9 // CI,o✓ b W NO2 39'07"E 383.88, R=750.00' BUS \ ' SHELTER �0 C8 R=45.00' L=69.59' A=88736'19" \� L=465.01 / 4-4 i �35 31'26' / .yti 5 �gti R=700.00' L=434.01' 'S0',$. A=35 31'26" LOT LINE ADJUSTMENT , ---3 FOR CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 67.63 3875.93 059'59" C2 186.26 3864.93 2'4541" C3 64.40 3869.93 0 57'12" C4 214.12 3864.93 310'27" C5 8.59 3864.93 007'38' C6 205.53 3864.93 3 0249" C7 113.44 3872.93 1'40'41" C8 31.00 20.00 884921" C9 113.92 760.00 8 35'17" CIO 107.35 770.00 7 59'17" C11 35.34 770.00 23748" C12 36.00 770.00 2'40'44' C13 36.00 770.00 2 40'44" C14 251.33 760.00 185652" LINE TABLE LINE BEARING DISTANCE LI S4337'00"E 5.00 L2 N46 23'00"E 32.69 L3 N4337'00"W 13.00 L4 N4623'00'E 43.16 L5 S4237'00"E 11.00 L6 N3951'19'W 5.00 L7 N38 54'07"W 5.00 L8 S3543'40"E &00 L9 S3252'197E 157.57 L10 N6542'58E 10.00 L11 N73 42'14"E 10.00 L12 NO239'07"E 130.75 L13 N87'20'53"W 10.00 • \ \ POINT OF BEGINNING \ REVISED LOT 2 A=4'50'21' R\ \ L3325.84'�® \ s N37"19'27"W �15� 7.00' DETAIL "A" \\ SCALE: 1 "=20' \ HOME DEPOT REVISED NO. SS02780.2002 PAR �Al 45792 ,��� 901 SOUTH GRADY WAY �,EL MAP �s 01 ST1✓R J� RENTON, WA 98057 �GNAL LAND 0 ti 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO. 9812109014 4. DEED OF DEDICATION, REC. NO. 20030220000243 5. WARRANTY DEED, REC. NO. 20071228001161 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 7. RECORD OF SURVEY, REC. NO. 20050728900039 JOB: 35788 SCALE: 1" = 100' DRAWN BY: WEL DATE: 9/2/2022 SHEET: 5 OF 6 Engineering CHECKED BY. 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 TJM (253) 473-4494 FAX: (253) 473-0599 ®APEX ENGINEERING, LLC 2022 CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 FOUND 4"x4" CONC MON W/PK NAIL IN CASE DOWN 0.7' VISITED 8-5-21 CITY OF RENTON CNTRL. PT. NO. 418 HORIZONTAL DATUM NAD 83191 HELD SOUTH 89'48'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO. 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH ST AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON AVE SO AND SW 7TH ST. MON NO 60 MON NO 418 N=175890.97 N=175877.066 E=1298012.66 E=1302310.010 METHODS AND EOUIPMENT SURVEY PERFORMED WITH A 1" TOTAL STATION, USING TRAVERSE AND RADIAL SURVEY METHODS AND SUPPLEMENTED WITH A TOPCON HYPERLITE CPS RECEIVER UTILIZING RTK METHODS AND THE WASHINGTON STATE REFERENCE NETWORK. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN W.A.C. 332.130.090. SURVEY STANDARDS SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS AS CONTAINED IN W.A.C. 332.130.090 AND THE SURVEY MEASUREMENTS WERE MADE IN ACCORDANCE WITH THE MINIMUM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR A.L.T.A./A.C.S.M. LAND TITLE SURVEYS. RENTON AVE. S. APEX F— F. y OwRPgs UNDERPASS '.. Sf . S . �R 0, FgOs STA: 373+89.38 _ _ s ,e 5 Q /,- •, / ��/ STA: 369+01.37 226.12' (L) Q `�q I SD '� °S ` ' .. 6 L O 0 GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100ft. STA: 367+50.00 262.75' (L) }~� a • ) �j 4 - 00 Y; A 004Y OF RENTON Ln Q a A Eat W^ 2 TPN 1723059183 1 '`" '' § ` ` c� N 3\ co 38 N J+ (1 % �d' �► 9`' AMA SS -41 , as -- aS — as © 9 A.- 360+39.92 �\ 8 I� 290.90' (L) 1 MGM , SD O 64 Chi o Mi` `mil ® M FOUND 3" BRASS MONUMENT IN CASE 0.5' BELOW GRADE VISITED 8/5/21 CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 co Ln sZz Ch36 L 36 rn HARDIE AVE. S.W. , 5� o os 36 s o � a6 �l "N . \` 3 - � LO TOPOGRAPHIC MAP L RECORDING NO. VOL./PAGE PORTIONS OF SW 1/4 OF THE SW 1A SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 1/4 OF THE NW 1A SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 1/4 OF THE NE 1/4, SEC. 19 TWP 23 N, RGN 5 E, W.M. LEGEND OW-)00 OWL n FOUND MONUMENT AS NOTED O SANITARY SEWER MANHOLE Op STORM MANHOLE ❑ STORM CATCH BASIN p CLEAN OUT < CULVERT ® WATER METER FIRE HYDRANT K� IRRIGATION CONTROL VALVE pQ WATER VALVE ® MONITORING WELL ❑o GAS METER © CABLE VAULT © POWER VAULT © CABLE MANHOLE ® TRAFFIC CABINET Q TRANSFORMER 0 JUNCTION BOX 0 MISC VAULT O MISC MANHOLE -} UTILITY POLE LIGHT POLE 0--3 LUMINAIRE o '1 TRAFFIC SIGNAL E-- GUY ANCHOR SIGN O BOLLARD IT LINE ADJUSTMENT FOR HOME DEPOT NO. SS02780.2002 901 SOUTH GRADY WAY RENTON, WA 98057 BOUNDARY LINE - - - - - - - - - - - - - ADJOINER PARCEL LINE RIGHT OF WAY LINE - - MONUMENTED ROAD CENTERLINE - - - - - - - - - - - - - EASEMENT LINE - - SECTION LINE CHAIN LINK FENCE MINOR CONTOUR LINE -- ----- -- ® -- MAJOR CONTOUR LINE oHE OHE OVERHEAD POWER LINE —W—W—W—W—W— BURIED WATER LINE ss— ss— SS BURIED SANITARY SEWER LINE —SD—SD—SD—BURIED STORM LINE —G—G—G—G—G— BURIED GAS LINE " CONCRETE SURFACE ASPHALT SURFACE VERTICAL DATUM NAVD 88 BENCHMARK: CITY OF RENTON MON NO 60/WSDOT MON NO 5282 3" BRASS CAP ON IRON PIPE IN STEEL CASE AT INTERSECTION OF HARDIE AVE SW AND SW 7TH ST. ELEVATION = 25.23' SITE BENCHMARKS: #103 - MAG NAIL AND FLASHER IN ASPHALT PARKING LOT ELEVATION = 36.81' #108 - MAG NAIL AND FLASHER IN CENTER OF TRAFFIC ISLAND AT ENTRANCE ELEVATION = 35.82' #201 - MAG NAIL AND FLASHER IN CONCRETE LOADING AREA ELEVATION = 37.56' REFERENCES 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO. 9812109014 4. DEED OF DEDICATION, REC. NO. 20030220000243 5. WARRANTY DEED, REC. NO. 20071228001161 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 7. RECORD OF SURVEY, REC. NO. 20050728900039 JOB: I DATE: 35788 9/2/2022 SCALE: SHEET: Ift x 1" = 100' 6 OF 6 Eng i neeri ng DRAWN BY: CHECKED BY. 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 ®APEX ENGINEERING, LLC 2022 Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98057 DEED OF DEDICATION Property Tax Parcel Number: 2023059007, 9154600010 is Project File #: LUA22-00209 Street Intersection: S. Grady Way & Talbot Rd. S. Reference Number(s) of Documents assigned or released: Additional reference numbers are on page Grantor(s): Grantee: i. Home Depot U.S.A., Inc., a DE Corp. City of Renton, a Washington Municipal Corporation 2. LEGAL DESCRIPTION: (Abbreviated or full legal must go here. Additional legal on page 3 ) NE 1/4 of NE 1/4 of Sec. 19, Twp. 23N., Rge. 5E and SW 1/4 of SW 1/4 of Sec. 17, Twp. 23N., Rge. 5E. and NW 1/4 of NW 1/4 of Sec. 20, Twp. 23N., Rge. 5E., W.M. The Grantor, _Home Dot U.S.A., Inc. , for and in consideration of mutual benefits conveys, quit claims, and dedicates to the Grantee, the City of Renton, the above described real estate situated in the County of King, State of Washington. IN WITNESS WHEREOF, I have hereunto set my hand and seal the day and year as written below. Grantor(s): Dated: INDIVIDUAL FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that Notary Seal must be within box signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) My appointment expires: Dated: /DEEDofDEDICATION.doc\ SMT Page 1 of,t11 FORM 04 0001/bh Notary Seal must be within box Notary Seal must be within box Accepted by the City of Renton: REPRESENTATIVE FORM OF ACKNOWLEDGMENT STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print)_. My appointment expires: Dated: CORPORTATE FORM OF ACKNOWLEDGMENT STATE OF ) SS COUNTY OF ) I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Notary Public in and for the St Notary (Print) My appointment expires: Dated: /DEEDofDEDICATION.doc\ SMT Page 2 of FORM 04 0001/bh PROJECT: LUA22-00209 EXHIBIT A WO# LEGAL DESCRIPTION PID 2023059007, 9154600010, 1723059183 GRANTOR: HOME DEPOT U.S.A. INC. STREET: S. GRADY WAY & TALBOT RD S. ALL THAT PORTION OF REVISED PARCELS 2 AND 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-99-153-LLA, RECORDED UNDER RECORDING NUMBER 20010213900004 AND ADJUSTED PARCEL 1 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-127-LLA, RECORDED UNDER RECORDING NUMBER 20021216900002, LYING NORTHERLY AND WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHWEST CORNER OF SAID REVISED PARCEL 3; THENCE SOUTH 43037'00" EAST, A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 46023'00 WEST, A DISTANCE OF 32.69 FEET, THENCE SOUTH 43°37'00" EAST, A DISTANCE OF 13.00 FEET; THENCE SOUTH 46°23'00" WEST, A DISTANCE OF 43.16 FEET, TO THE BEGINNING OF A 3875.93-FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 67.63 FEET, THROUGH A CENTRAL ANGLE OF 00°59'59"; THENCE NORTH 42°37'00" WEST, A DISTANCE OF 11.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 42-37-00" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 186.26 FEET, THROUGH A CENTRAL ANGLE OF 02e45'41"; THENCE SOUTH 39051'19" EAST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 39°51'19" WEST DISTANCE OF 3869.93 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 64.40 FEET, THROUGH A CENTRAL ANGLE OF 00°57'12"; THENCE NORTH 38054'07" WEST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38°54'07" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 214.12 FEET, THROUGH A CENTRAL ANGLE OF 03°10'27"; THENCE SOUTH 35°43'40" EAST, A DISTANCE OF 8.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 35-43-40" WEST A DISTANCE OF 3872.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 113.44 FEET, THROUGH A CENTRAL ANGLE OF 01°40'41", TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY, FROM WHICH THE RADIUS PONT BEARS SOUTH 34002'59" EAST A DISTANCE OF 20.00 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 31.00 FEET, THROUGH A CENTRAL ANGLE OF 88049'21"; THENCE SOUTH 32`52'19" EAST, A DISTANCE OF 157.57 FEET, TO THE BEGINNING OF A 760.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; PAGE 3OF6 2601 South 35th St. C200 I Tacoma. WA 98409 1 apexentnewin (253) 473.4494 PROJECT: LUA22-00209 WO# PID 2023059007,9154600010,1723059183 GRANTOR: HOME DEPOT U.S.A. INC. STREET: S. GRADY WAY & TALBOT RD S. THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.92 FEET, THROUGH A CENTRAL ANGLE OF 08°35'17"; THENCE NORTH 65042'58" EAST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 65°42'58" WEST A DISTANCE OF 770.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHEASTERLY, A DISTANCE OF 107.35 FEET, THROUGH A CENTRAL ANGLE OF 07°59'17"; THENCE SOUTH 73'42'14" WEST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE WESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 73°42'14" WEST A DISTANCE OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 251.33 FEET, THROUGH A CENTRAL.ANGLE OF 18°56'52"; THENCE SOUTH 02°39'07" WEST, A DISTANCE OF 130.75 FEET TO THE SOUTH LINE OF THE AFORESAID ADJUSTED PARCEL 1 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-127-LLA, SAID POINT BEING SOUTH 87020'53" EAST, A DISTANCE OF 10.00 FEET FROM THE SOUTHWEST CORNER OF SAID ADJUSTED PARCEL 1 AND THE TERMINUS OF THIS DESCRIBED LINE. TIMOTHY J. MCDANIEL, P.L.S. WASHINGTON STATE REGISTRATION NO.45792 PAGE 4OF6 2601 South 35th St. 0200 1 Tacoma. WA 98409 1 apex"ineer(r (253) 473-4494 EXHIBIT B A PORTION OF THE SW 1/4 OF SEC 17, THE NE 1/4 OF SEC 19 AND THE NW 1/4 OF SEC 20, ALL IN TWP 23N, RNG 5E, W. M. CITY OF RENTON, KING COUNTY, WASHINGTON / f w � i i L1 L2 \5' ROW DEDICATION 40 40 RPN EV C1723059183 \ L14 EV L3 ( ) 2 �� \ ` 18' ROW DEDICATION �7 L4 C1— -I L5 7' ROW DEDICATION n � •12' ROW DEDICATION 2023059007 / c 1% \ (ADJ'ED PCL 1) / a "+ Z73 L7 �\ 7' ROW DEDICATION 1 o TPN 1 a 9154000010 I\ / rc L8 (REV PCL 2) CO 40' 40' � � - - - 15' ROW DEDICATION 10 ROW DEDICATION �C6 LID \ L9 C7C8 � 20' ROW DEDICATION C12 ;o L15 I \0.4 I 1 �� � L11 1 10' ROW Oo `0 L 17 3 DEDICATION d yVS. `- L13 SHEET 5 OF 6 \ DEED OF DEDICATION - PROJECT FILE NO. LUA22-00209WAS HOME DEPOT, NO. SS02780.2002 0 0� kf .y 901 SOUTH GRADY WAY �� RENTON, WA 98057 A,.,,� e,.x x APEX JOB NO: 35788 DATE: 09/08/2022 PInginecring-, quo 792 �� DRAWN BY: WEL CHECKED BY: TJM �<"ss�� IST479 B 2601 South W35tashStreet, Suite 200 DWG. N0: 35788-ROW EX SCALE: 1"=200' (253) 473-4494 FAX (253) 473-0592 ®APEX ENGINEERING LLC 2022 EXHIBIT B A PORTION OF THE SW 1/4 OF SEC 17, THE NE 1/4 OF SEC 19 AND THE NW 1/4 OF SEC 20, ALL IN TWP 23N, RNG 5E, W. M. CITY OF RENTON, KING COUNTY, WASHINGTON CURVE TABLE CURVE LENGTH RADIUS DELTA C1 67.63 3875.93 059'59" C2 186.26 3864.93 2'4541" C3 64.40 3869.93 0 57'12" C4 214.12 3864.93 310'27" C5 113.44 3872.93 1'4041' C6 31.00 20.00 88'49'21" C7 113.92 760.00 835'17* C8 107.35 770.00 7 59'17" C9 251.33 760.00 18 56'52" C10 629.54 3857.93 9'20'59' C12 69.59 45.00 88'36'19" C13 465.01 750.00 3531'26" C14 715.95 3817.93 10 4440" C15 434.01 1 700.00 35'31'26" SHEET 6 OF 6 LINE TABLE LINE BEARING DISTANCE L1 S4337'00'E 5.00 L2 S46 23'00"W 32.69 L3 S4337'00"E 13.00 L4 S46'23'00"W 43.16 L5 N42 37'00"W 11.00 L6 S39'51'190E 5.00 L7 N38 54'07"W 5.00 L8 S3543'40"E 8.00 L9 S32 52'19"E 157.57 L10 N65'4258"E 10.00 L11 S73'42'14" W 10.00 L12 S0239'07"W 130.75 L13 N87'20'53"W 10.00 L14 N4623'00"E 75.85 L15 N32 52'19"W 147.91 L16 N0239077E 130.75 L17 N32 52'19"W 231.75 DEED OF DEDICATION PROJECT FILE NO. LUA22-00209 �1'+`� Jy�A�C, HOME DEPOT, NO. SS02780.2002 o OF S,� f9y 901 SOUTH GRADY WAY RENTON, WA 98057A e,.x 0 APEX JOB NO: 35788 DATE: 09/08/2022 P6ginecringal A� 45792 DRAWN BY. WEL CHECKED BY. TJM ��FS'P�'CI STEg�'�vc�°�. 2601 South 35th Street, Suite 200 L LANDS Tacoma, Washington 98409-7470 DWG. N0: 35788-ROW EX SCALE: 1"=200' (253) 473-4494 FAX: (253) 473-0599 OAPEX ENGINEERING LLC 2022 nDepartment of Real Estate Excise Tax Affidavit (RCW 82.45 WAC 458-61A) Reven tie le Only for sales in a single loc ntinn rnria on or after July 1, 2022. Washington State This affidavit will not be accepted unless all areas on all pages are fully and accurately completed. For)1'i! 84 0001 a This form is your receipt when stamped by cashier. Please type or print. ❑ Check box if partial sale, indicate % sold. 1 Seller/Grantor Name Home Depot U.S.A.. Inc. Mailing address 2455 Paces Ferr Rd. C20 City/state/zip Atlanta. GA 30339 Phone (including area code) 678-764-2837 3 Send all property tax correspondence to:0 Same as Buyer/Grantee Name Mailing address City/state/zip — List percentage of ownership acquired next to each name. Z Buyer/Grantee Name Qi1Y of Renton Mailing address 1055 S. Grady Warr City/state/zip .Renton, WA 98057 Phone (including area code) 425-430-6400 List all real and personal property tax Personal Assessed parcel account numbers property? value(s) On. of 2023059007 ❑ 15.550.000.00 On. of 9155460010 ❑ 9,040,300.00 .ptn. of 1723059183 ❑ 1,617,400.00 4 Street address of proper-tv 901 S. 7th St. & S. Grady Way This property is located in Lgenton (for unincorporated locations please select your county) 0 Check box if any of the listed parcels are being segregated from another parcel, are part of a boundary line adjustment or parcels being merged. _e al description of property (if you need more space, attach a separate sheet to each page of the affidavit). See attached for legal description 5 153 - Retail trade - general merchandise Enter any additional codes (see back of last page for instructions) Was the seller receiving a property tax exemption or deferral under RCW 84.36, 84.37, or 84.38 (nonprofit org., senior citizen or disabled person, homeowner with limited income)? ❑ Yes 0 No Is this property predominately used for timber (as classified under RCW 84.34 and 84.33) or agriculture (as classified under RCW 84.34.020) and will continue in it's current use? If yes and the transfer involves multiple parcels with different classifications, complete the predominate use calculator (see instructions) []Yes O No 6 Is this property designated as forest land per RCW 84.33? []yes 0No Is this property classified as current use (open space, farm and agricultural, or timber) land per RCW 84.34? ❑ Yes 0 No Is this property receiving special valuation as historical property per RCW 84.26? ❑ Yes 0 No If any answers are yes, complete as instructed below. (1) NOTICE OF CONTINUANCE (FOREST LAND OR CURRENT USE) NEW OWNER(S): To continue the current designation as forest land or classification as current use (open space, farm and agriculture, or timber) land, you must sign on (3) below. The county assessor must then determine if the land transferred continues to qualify and will indicate by signing below. If the land no longer qualifies or you do not wish to continue the designation or classification, it will be removed and the compensating or additional taxes will be due and payable by the seller or transferor at the time of sale (RCW 84.33.140 or 84.34.108). Prior to signing (3) below, you may contact your local county assessor for more information. This land: ❑ does ❑ does not qualify for continuance. Deputy assessor signature Date (2) NOTICE OF COMPLIANCE (HISTORIC PROPERTY) NEW OWNER(S): To continue special valuation as historic property, sign (3) below. If the new owner(s) doesn't wish to continue, all additional tax calculated pursuant to RCW 84.26, shall be due and payable by the seller or transferor at the time of sale. (3) NEW OWNER(S) SIGNATURE Signature Signature 7 List all personal property (tangible and intangible) included in selling price. If claiming an exemption, list WAC number and reason for exemption. WAC number (section/subsection) 458-61A-205 (4f Reason for exemption transfer for a public purpose Type of document Deed of Dedication Date of document Gross selling price 0.00 *Personal property (deduct) 0.00 Exemption claimed (deduct) 0.00 Taxable selling price 0.00 Excise tax: state Less than $500,000.01 at 1.1% 0.00 From $500,000.01 to $1,500,000 at 1.28% 0.00 From $1,500,000.01 to $3,000,000 at 2.75% 0.00 Above $3,000,000 at 3% 0.00 Agricultural and timberland at 1.28% 0.00 Total excise tax: state 0.00 0.0050 Local 0.00 *Delinquent interest: state 0.00 Local 0.00 *Delinquent penalty 0.00 Subtotal 0.00 *State technology fee 5.00 Affidavit processing fee 5.00 Total due 10.00 A MINIMUM OF $10.00 IS DUE IN FEE(S) AND/OR TAX Print name Print name *SEE INSTRUCTIONS 8 1 CERTIFY UNDER PENALTY OF PERJURY THAT THE FOREGOING IS TRUE AND CORRECT Signature of grantor or agent Name (print) Signature of grantee or agent Name (print): Date & city of signing Date & city of signing Perjury in the second degree is a class C felony which is punishable by confinement in a state correctional institution for a maximum term of five ears, or by a fine in an amount fixed by the court of not more than $10,000, or by both such confinement and fine (RCW 9A.72.030 and RCW 9A.20.021r1)(c)). To ask about the availability of this publication in an alternate format for the visually impaired, please call 360-705-6705.Teletype (TTY) users may use the WA Relay Service by calling 711. REV 840001a (5/31/22) THIS SPACE TREASURER'S USE ONLY COUNTY TREASURER Print on legal size paper Page 1 of 1 ALL THAT PORTION OF REVISED PARCELS 2 AND 3 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-99-153-LLA, RECORDED UNDER RECORDING NUMBER 20010213900004 AND ADJUSTED PARCEL 1 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-127-LLA, RECORDED UNDER RECORDING NUMBER 20021216900002, LYING NORTHERLY AND WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE NORTHWEST CORNER OF SAID REVISED PARCEL 3; THENCE SOUTH 43"37'00" EAST, A DISTANCE OF 5.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 46023'00 WEST, A DISTANCE OF 32.69 FEET, THENCE SOUTH 43037'00" EAST, A DISTANCE OF 13.00 FEET; THENCE SOUTH 46023'00" WEST, A DISTANCE OF 43.16 FEET, TO THE BEGINNING OF A 3875.93-FOOT RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 67.63 FEET, THROUGH A CENTRAL ANGLE OF 00°59'59"; THENCE NORTH 42°37'00" WEST, A DISTANCE OF 11.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 42-37-00" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 186.26 FEET, THROUGH A CENTRAL ANGLE OF 02°45'41"; THENCE SOUTH'39051'19" EAST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT, CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 39°51'19" WEST A DISTANCE OF 3869.93 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 64.40 FEET, THROUGH A CENTRAL ANGLE OF 00°57'12"; THENCE NORTH 38`54'07" WEST, A DISTANCE OF 5.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38°54'07" WEST A DISTANCE OF 3864.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 214.12 FEET, THROUGH A CENTRAL ANGLE OF 03°10'27"; THENCE SOUTH 35043'40" EAST, A DISTANCE OF 8.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 35°43'40" WEST A DISTANCE OF 3872.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 113.44 FEET, THROUGH A CENTRAL ANGLE OF 01°40'41", TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTERLY, FROM WHICH THE RADIUS PONT BEARS SOUTH 34002'59" EAST A DISTANCE OF 20.00 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 31.00 FEET, THROUGH A CENTRAL ANGLE OF 88°49'21"; THENCE SOUTH 32`52'19" EAST, A DISTANCE OF 157.57 FEET, TO THE BEGINNING OF A 760.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY; THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 113.92 FEET, THROUGH A CENTRAL ANGLE OF 08°35'17"; THENCE NORTH 65°42'58" EAST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 65°42'58" WEST A DISTANCE OF 770.00 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHEASTERLY, A DISTANCE OF 107.35 FEET, THROUGH A CENTRAL ANGLE OF 07°59'17"; THENCE SOUTH 73°42'14" WEST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE WESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 73°42'14" WEST A DISTANCE OF 760.00 FEET; THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 251.33 FEET, THROUGH A CENTRAL ANGLE OF 18°56'52"; THENCE SOUTH 02°39'07" WEST, A DISTANCE OF 130.75 FEET TO THE SOUTH LINE OF THE AFORESAID ADJUSTED PARCEL 1 OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-02-127-LLA, SAID POINT BEING SOUTH 87020'53" EAST, A DISTANCE OF 10.00 FEET FROM THE SOUTHWEST CORNER OF SAID ADJUSTED PARCEL 1 AND THE TERMINUS OF THIS DESCRIBED LINE.