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HomeMy WebLinkAboutMAP_Boundary_Line_Adjustment_231207_v4APPROVAL NOTES RECORDING NO. I VOL./PAGE CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0420 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 5&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 MTNESS WE HAVE SET OUR HANDS AND SEALS. REPRESS TATI HOME DEP SA, INC. ACKNOWLEDGMENTS STATE Ohl ) COUNTY OF4 ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT .J01) V IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT` (HE/SHE) SIGNED THIS INSTRUMENT, ON OATH STATED THAT HEYSHE) W,S AUTH IZED TO �^ ECUTE('ri IN T�U�1 ( OF BE THE FEE ED IT AS THE�dAND VOLUNTARYTACT O SUCH PARTY THE USES AND P RP�OSES MENTIOIONED IN THE INSTRUMENT. APPROVALS 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 AMER►CAN 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 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 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. WED: y r 2. GENERAL TAXES. NOT A SURVEY ITEM. atE I V E L I S S E G U A D A L U P E ' 3. GENERAL TAXES. NOT A SURVEY ITEM. \\11111 y,, ysot; °' Notary Public, Georgia 4. POTENTIAL SEWAGE CHARGES. NOT A SURVEY ITEM. =.;� -- •: Dekalb County SIGNATURE 5. RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS AND FILLS UNDER COURT CAUSE 76105. NOT A SURVEY ITEM. 4e my Commission Expires $f j 6. QUIT CLAIM DEED, RECORDING NO. 559503, CONTAINING AGREEMENTS REGARDING A DITCH THAT MAY AFFECT A PORTION March 0 6 , 2023 OF SUBJECT PROPERTIES. THE DESCRIPTION OF THE DITCH LOCATION IS INSUFFICIENT TO PLOT HEREON. TITLE 7. RIGHT OF KING COUNTY TO MAKE SLOPES FOR CUTS AND FILLS UNDER RECORDING NO. 2827715. BLANKET IN NATURE. MY APPOINTMENT EXPIRESk,' 364t14_3 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 25. 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 24. EASEMENTS ARE PLOTTED HEREON. RECORDER'S CERTIFICATE I SURVEYOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF , 20_ , 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 2 Z TIM THY J. MCDANIE , PLS NO. 45792 DATE SCALE: N/A PORTIONS OF SW 1/4 OF THE SW 1/4, SEC. 17, TAP 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. PARCEL AREAS LOT 1: ORIGINAL PARCEL AREA: 399,486 SO. FT. (9.17 ACRES) REVISED PARCEL AREA: 508,701 SQ. FT. (11.68 ACRES) ORIGINAL PARCEL AREA: 38,508 SQ. FT. (0.88 ACRES) REVISED PARCEL AREA: 62,429 SO. 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 SITE IDENTIFlCATION NO. SS02780.2002 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 INDEXING INFORMATION NE 1/4 NE 1/4 SECTION: 19 TOWNSHIP: 23N RANGE: 5E COUNTY: KING NW4 E4 19 SW 4 SE 4 VICINITY MAP SCALE 1" = 1000' SHEET INDEX SHEET 1: ORIGINAL PARCEL DESCRIPTIONS, SPECIAL EXCEPTIONS. PARCEL INFORMATION SHM 2 REVISED PARCEL DESCRIPTIONS SHEET 3: EASEMENTS MAP WITH ORIGINAL PARCELS. SHEET 4: ORIGINAL PARCEL MAP SHEET 5: REVISED PARCEL MAP NW4 E4 SW 4 SE 4 NW E4 20 SW 4 SE 4 WAS �9� t LOT LINE ADJUSTMENT FOR HOME DEPOT JOB: 35788 DATE: 10/4/2022 SCALE: SHEET: NO. 8802780.2002 N/A 1 OF 5 792 0 901 SOUTH GRADY WAY DRAWN BY. CHECKED BY: TE�`����,``� RENTON, WA 98057 WEL TJM 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 EngineerinLo 2601 South 35th Street, Suite Tacoma, Washington 98409-7479 (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 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 89'59'42" 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 .70 E T, 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 93.35 FEET,, THENCE SOUTH 46'23'00" WEST, A DISTANCE OF 32.69 FEET,• THENCE SOUTH 4337'00" EAST, A DISTANCE OF 11.00 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 4237'00" WEST, A DISTANCE OF 10.00 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 3865.93; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 186.31 FEET, THROUGH A CENTRAL ANGLE OF 02'45'41 THENCE SOUTH 39'51'19" EAST, A DISTANCE OF 4.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NOR 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 38'54'77" WEST, A DISTANCE OF 4.50 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 3865.43; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 8.60 FEET, THROUGH A CENTRAL ANGLE OF 00'07'39"; THENCE SOUTH 37'19'27" EAST, A DISTANCE OF 112.74 FEET,• THENCE SOUTH 52'40'33' WEST, A DISTANCE OF 205.50 FEET,• THENCE SOUTH 37'1927" 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 282858" EAST, 74.42 FEET,• THENCE SOUTH 5746'57" EAST, 193.07 FEET; THENCE SOUTH 5132'55" WEST 90.93 FEET,• THENCE SOUTH 3827'05" EAST, 60.00 FEET TO EASTERLY LINE OF AFORESAID ADJUSTED PARCEL 1; THENCE NORTH 5132'55" EAST ALONG SAID EASTERLY LINE, A DISTANCE OF 139.39 FEET. THENCE NORTH 31'29'10" EAST, 27.44 FEET,• THENCE NORTH 11'2525" EAST, 9.83 FEET,• THENCE SOUTH 7758'20" EAST, 69.21 FEET TO THE WESTERN MARGIN OF STATE ROUTE 405; THENCE NORTH 32'29'17" 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, WASHNGTON; 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 7.50 FEET TO A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38'4629" WEST A DISTANCE OF 3865.43 FEET, AND THE POINT OF BEGINNING; THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY A DISTANCE OF 205.54 FEET, THROUGH A CENTRAL ANGLE OF 03'02'48"; THENCE SOUTH 35'43'40"EAST, A DISTANCE OF 7.50 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 112.44 FEET, THROUGH A CENTRAL ANGLE OF 01'39'48", TO THE BEGINNING OF A REVERSE CURVE CONCAVE EASTEDISTANCE OF 20.00 FEET CENTRAL ANGLE OF 88'48'28"; RLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 34'03'S2" EAST A THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY, A DISTANCE OF 31.00 FEET, THROUGH A THENCE SOUTH 32'52'19"EAST, A DISTANCE OF 157.59 FEET, TO THE BEGINNING OF A 761.00-FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY. THENCE ALONG THE ARC OF SAID CURVE, A DISTANCE OF 114.07 FEET THROUGH A CENTRAL ANGLE OF 0835'17"; THENCE NORTH 65'42'58"EAST, A DISTANCE OF 9.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE SOUTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 6542'S8" 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 37'19'27 WEST, A DISTANCE OF 112.74 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 38'27'05" WEST, A DISTANCE OF 60.00 FEET, THENCE NORTH 51'32'55" EAST, A DISTANCE OF 90,93 FEET,• THENCE NORTH 5746'57" WEST, A DISTANCE OF 193.07 FEET,• THENCE NORTH 28'28'58" WEST, A DISTANCE OF 74.42 FEET; THENCE SOUTH 79'19'11" WEST, 125.09 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE WESTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 71'0130" WEST, A DISTANCE OF 770.00 FEET, THENCE ALONG THE ARC OF SAID CURVE SOUTHERLY A DISTANCE OF 36.00 FEET, THR CENTRAL ANGLE OF 02'40'44"; OUGH A 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 RECORDING NO. VOL./PAGE Sk Ef,K. NSA PORTIONS OF SW 114 OF THE SW 114, SEC. 17, TWP 23 N, RGN 5 E, W.M. NW 114 OF THE NW 114, SEC. 20 TWP 23 N, RGN 5 E, W.M. NE 114 OF THE NE 1A SEC. 19 TWP 23 N, RGN 5 E, WM. mmommmumm- LOT LINE ADJUSTMENT JOB: DA TE: SAS dq FOR 35 788 121712023 HOME DEPOT SCALE. SHEET: NO. SS02780.2002 901 SOUTH GRADY WAY NIA 2 OF 5 i TER cz � 2�� RENTON, WA 98057 Ap ineerin L ANO 1 DRAWN By. CHECKED B Y: 9 2601 South 35th Street, Suite 200 Z Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 ©APEX ENGINEERING, LLC 2023 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� a © I � � I d � [� L=27.64' A-=25'32'44" 1 L=90.03' A=8312'13"- - L=62.39' A=57'39'30" L----- m0) W — N o LO ;n M rn \ ON N Jj o oo - =W' 3N a' z 0 M � N N O HORIZONTAL DATUM 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 )NIX 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 8959'25" 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 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 0 w ►Ool Q9 FOUND MONUMENT AS NOTED w ^! CALCULATED MONUMENT POSITION ¢`�' • SET REBAR/CAP LS 45792 00 R=1920.00' BOUNDARY LINE z Q S L=2574.79' o - - - - - - - - - - - - - ADJOINER PARCEL LINE o o Q TgrF �\ d=76'50'09" 0 RIGHT OF WAY LINE RDUT03 a Fg® � ^ - - LO MONUMENTED ROAD CENTERLINE w ^ SECTION LINE d o z \� M- - - - - - - - - - - - - EASEMENT LINE B \ \ STA: 369+01.37 226.12' (L) ^ to7. 7-777 z�\ N Cr w w WATER EASEMENT HATCH zrn M z SANITARY SEWER EASEMENT HATCH -9 L=460.85' w ., GAS EASEMENTHATCH \:__A=3110'28" \ \ \ %/ � ca ' < O F o �z ��� \ STA: 367+50.00 262.75' (L) \ d \ o = o.:'::'::': %'::: \ a M APEX c�noo\UOM o N ¢g �W �`':::::•...' \ 91e i wino' 2�a �(a C-4 CC O^Z Oo �\ 2j6�9. =3C14 CO 00 boo wow w"' z°° Wcv N^ I---ILLI W _ �. I \ ZN n' NCN W aL I ��O �rn II NZN�aZCq 0 =1 I II aZ I (no EXISTING COMMERCAL o M '- A,I W o U l I I o 0 I K wO \ GRAPHIC SCALE BUILDING oo o j II / o: _ -"N' � z AREA: 135,494 S.F. w � o w o 1 'o �TPN U o N N o z I I I L —J 100 0 50 100 -a`n, rn yF�� w FINISH FLOOR ELEV: 38.8 � o � N o o� �, 1723059183 N� ^ o Z o .y� .0 \ N46'23'00"E 75.85' p h R=3857.93' L=217.81' A=3'14'05" FOUND 3" BRASS MONUMENT IN CASE, 0.7' BELOW GRADE VISITED 8/5/21 .. o z ¢N oo \ I r (REV PCL 3) :.f'. 6k� /o \` v `V STA: 360+39.92 290.90' (L) IN FEET 'n U / n I ORIGINAL 1:`�/ \ /I I /� \ I I I o� \ �° 1 inch = 100ft. LOT 2 "'.: S1N125 25 W 9.80 3 o S31'29'10"W 27.44' NORTHWEST CORNER po ORIGINAL LOT 2 \A% �0 o 6°�, \ RLicT4, o/ I TPonGC-g�1'0419" /� o ° -0(-ZS PCL 1)I Jr ,�I ORIGINAL tiC_ P\ N 12023059007 CN g CM p\ °V 1L=145.62 LOT 1 LU . 'A=2'09'46" � r 2�S1N��g� \ J \.G .O N:':: i W \ \ I � 1 / ' � g 1C14 ¢ao w^ TPN �az.:::::::.� 0°/ `r O w wo \ tea, �n o....:.::::::: ' �o \ G G \ 9154600010 w .........:. s �b ti N o '�-+ 1, 0 72.43' z S :' : \I ��P °�, O `�O 9l "' �\ : \\ \ 0 0 Q O -� U — 3 N — (REV PCL 2) ` `' \ w �_ _sr. !p N 'n O \ , \ — \ — N �i \ ao at Z ORIGINAL gyp\ .' `Z o �--�� r'� �y \\ S00'44'30'W 2656.35' \ w LOT 3s::\ 3N J. s I I I \_;:r 1 I W^ d=6b247.... \ F-a�i IpI I W� AW \ \\\ \---- - --� 00 o� F--o r I ^o\ \ \ \ \ � `- N O W NLLJ W N I I I :: ': I / (n O — — I I ::�� — � : V c'-i> z z z I , %� o: 00 130.75' _j / co.� o U F5 w I L=385.86 �/ ,D LO d N0239'07'E U A=-29'28 39" '3 i :: O w i- o o z o ''II r _ a . I R=3857.93' J� N w ORL=411.74' \ �� — — — �/' o ,new N b z W N Z16 O �N w= R=3817.93' i ' °v L=715.95' \ �/ 0C CL U "NNE vj A=10'44'40" \ / / t-- R=750.00' N z o ck� N FOUND 3" BRASS MONUMENT IN CASE 0.5' BELOW GRADE oo HARDIE AVE. S.W. VISITED 8/5/21 "+ CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 BUS__-N SHELTER oA 0 L=69.59' / A=88'36'19" 1ZE (5 O w L=465.01' 258 t o: o �i• ti�g� A=35'31'26" o R=700.00' o�" o L=434.01' A=35'31'26" 0 EASEMENT MAP WITH ORIGINAL PARCELS TALBOT ROAD. -77777- W N0239'07"E 383.88' " g _— 7 �Mo 0 W°o°n O ClN Co a-oo Z N W o: 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 ° , J 'WAS . LOT LINE ADJUSTMENT FOR HOME DEPOT JOB: 35788 DATE: 10/4/2022 \ / \' ex SCALE: SHEET: NO. SS02780.2002 1 = 100 3 OF 5 901 SOUTH GRADY WAY Engineering DRAWN BY: CHECKED BY: 45792 ���� Fs OISTE��`�a s��NAL RENTON, WA 98057 2601 South 35th Street, Suite 200 LAND S WEL TJM Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 © APEX ENGINEERING, LLC 2022 HORIZONTAL DATUM METHODS AND EOUIPMENT RECORDING NO. 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 f CITY OF RENTON CNTRL. PT. NO. 418 STA: 373+89.38 154.09' (L)- \ ao N� zLo o O � 1 � tip r- c� I m l l Po I � a }} ¢ 00 mN L� L=27.64° A=25'32'44" 1 1 R=62.00' L=90.03 - I- a-83`I2'13" N46'23'00"E 75.85' 1 L--- �57'39'30" 2 �oo�. �^ o TPN N 1723059183 ^ (REV PCL 3) j �p5 ` ORIGINAL w �o LOT 2 NORTHWEST CORNER p ORIGINAL LOT 2 � �104'119" �d 6 i R=3857.93' L=217.81' n o a=3'14'05" *-+ 1. N 72.43' FOUND 3" BRASS MONUMENT IN CASE, 0.7' BELOW GRADE VISITED 8/5/21 '9\ O p0 R=3857.93" cw G L=411.74' 1= N � �6'06'54" R=3817.93- v L=715.95' vi A=-10'44'40" rn N I FOUND 3" BRASS MONUMENT IN CASE 0.5' BELOW GRADE VISITED 8/5/21 op HARDIE AVE. S.W. ^� 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. 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 SURVEY PERFORMED WITH A I" 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.TA./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 1/4, SEC. 19 TWP 23 N, RGN 5 E, W.M. LEGEND FOUND MONUMENT AS NOTED CALCULATED MONUMENT POSITION • R=1920.00' SET REBAR/CAP LS 45792 L=2574.79' BOUNDARY LINE j TFR�Ii `\ A=7650'09" - - - - - - - - - - - - - ADJOINER PARCEL LINE o RIGHT OF WAY LINE%fig OS \\ - - MONUMENTED ROAD CENTERLINE \ - - SECTION LINE STA: 369+01.37 226.12' (L) �\ ecc�s�ti � \ \ \ R=847.00' L=460.85' A=3110'28" Zjj�0- •Og. 7Y STA: 367+50.00 262.75' (L) IN, N APEX •.fig. #MERCAL a JG AREA: 135,494 S.F. FINISH FLOOR ELEV.- 38.8' I RW o %\ N R co STA: 360+39.92 290.90' (L) S112525"W 9.83' S31'29'10"W 27.44' \ TPN 2023059007 _ (ADJ'ED PCL 1) /iy o' ORIGINAL s`y &#q� �° LOT 1 BUS \ SHELTER oA R=45.00'- L=69.59' d=88'36'19" GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100ft. TPN ��` b V o 9154600010 \ �� +� ti1 ` yZ` 6' 1' - (REV PCL 2)- ORIGINAL / S00'44'30`W 2656.35' LOT 3 `./ �'9 L=79.15' \ A=6'02'47" 4 j r� \ � N L=385.86' 130.75' a=29'28'39" N0239'077E U':)' TALBOT ROAD S. E2 NO2 39'07 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 i 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO. 9812109014 ' 4. DEED OF DEDICATION, REC, NO. 20030220000243 �N�g1 R=750.00' 5. WARRANTY DEED, REC. NO. 20071228001161 19� i L=465.01° 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 A=35'31'26" 7. RECORD OF SURVEY, REC. NO. 20050728900039 R=700.00' L=434.01' a� �' ' A^35'31'26" JOB: DATE: 01N a� LOT LINE ADJUSTMENT o� of WASH, 9� FOR 35788 12/7/2023 ORIGINAL �"� ' a HOME DEPOT SCALE: SHEET: O. SS02780.2002 PARCEL MAP �0 4 92 ��� 901N SOUTH GRADY WAY 1" = 100' 4 OF 5 Ap �FSS��GISTER`�RENTON, WA 98057 DRAWN BY: CHECKED BY: 2601 South 35tn street, site 200 oNAL LAND /7 Tacoma, Washington 98409-7479 3 WEL TJM (253) 473-4494 FAX: (253) 473-0599 ©APEX ENGINEERING, LLC 2023 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 ;AJ a N Lo cai� zL rn o 22 (2 N o� mW I 1 c� OO cn o, ¢rn m CoIn o GS cW I N co L=90.03' IF d_=8312'13"- I I �O 2 c� P� �o P LO0) [� 0) 00 a� HORIZONTAL DATUM METHODS AND EOUIPMENT NAD 83/91 SURVEY PERFORMED WITH A 1" 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 D SW 71H SMON NO 60T 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. ` R=1920.00' L=2574.79' UTFg S B � � STA: 369+01.37 226.12' (L) \ R R=847.00' ��0 \ L=460.85' A=3110'28" 0" 1p _ 69.8• 4445, \ STA: 367+50.00 262.75' (L) EXISTING COMMERCAL h = o BUILDING ,N h AREA: 135,494 S.F. FINISH FLOOR ELEV. 38.8' F? L1 ��,� lA N'0' P - 31� 6' N46'23'00"E 75.85' ee 1-5 co \\GP R=3857.93' ` o? _ N o L6 a 314 05" _v 72.43'- �/ rn e 0 FOUND 3" BRASS J� < MONUMENT IN CASE, / 0.7' BELOW GRADE VISITED 8/5/21 I �� 0 SEE DETAIL 'A' THIS SHEET I R=3857.93' CR L=411.74' G I � A=6'06'54" CV W = R=3817.93'- d L=715.95' vi 4=10'44'40" rn I FOUND 3" BRASS MONUMENT IN CASE 0.5' BELOW GRADE VISITED 8/5/21 o HARDIE AVE. S.W ^+ CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 O-v 1 �0 R�v�S 6�p,CR S 1�. .4 14.6'- 25.3' 43.9' �o = -2.0' N 621 APEX loom 1) GRAPHIC SCALE 100 0 50 100 ( IN FEET ) I inch = 100ft. RECORDING NO. I VOL./PAGE 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. LEGEND ►0.41 + 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 I `A� o N h S112525"W 9.83' S31'29'10"W 27.44' Oil oQto E EVISED LOT LINES -,jhd O-t 3 ��?\ aEv, 82,310 PRES - - - - 1 Sg STA: 360+39.92 290.90' (L) S00'44'30"W 2656.35' 4 .F, z 0 ss? o � REVISED LOT LINES o o POINT OF BEGINNING �. ee POINT OF BEGINNING so's� .�, 52739, - o REVISED L07 3 or; �� h� e REVISED LOT 2 S51�o�,`Lo� 1g0448'{y Ltt C14 U2 L13 0 o 130.75' 64 e 0\GPO 2 oc�`'�' L10 G11 C10 �' "' N0239'07 E TALBOT ROAD S. ro goo IV- L8 Rw`s� 035CR S �02 G9 � si ,�; NO2'39'07'E 383.88' --� 1N1' R=750.00' BUS L=465.01' SHELTER �� C8 �S.4sp_ / A=35'31'26" R=700.00' L=434.01' 4=35'31'26" LOT LINE ADJUSTMENT L=69.59' t�88'36'19" REVISED PARCEL MAP L HOME DEPOT NO. SS02780.2002 901 SOUTH GRADY WAY RENTON, WA 98057 CURVE TABLE CURVE LENGTH RADIUS DELTA Cl 67.63 3875.93 0 59'59" C2 186.31 3865.93 24541" C3 64.40 3869.93 0'57'12" C4 214.14 3865.43 310'27" C5 8.60 3865.43 0'07'39" C6 205.54 3865.43 3'02'48" C7 112.44 3872.93 139'48" C8 31.00 20.00 88'4828" C9 114.07 761.00 8*35117" CIO 107.35 770.00 7'59'17" CII 35.34 770.00 23148" C12 36.00 770.00 2'40'44" C13 36.00 770.00 2'40'44" C14 251.33 760.00 18'56'52" e N ee e A=4'50'21 "---- R=3857.93' e L=325.84' N3719'27"W ` 7.50' DETAIL "A" SCALE: 1 "=20' REFERENCES LINE TABLE LINE BEARING DISTANCE L1 S4337'00"E 7.00 L2 N4623'00"E 32.69 L3 N43'37'00"W 11.00 L4 N46 23'00"E 43.16 L5 S42 37'00"E 10.00 L6 N39'51'19"W 4.00 L7 N38'54'07" W 4.50 L8 S35'43'40"E 7.50 L9 S32 52'19"E 157.59 L10 N65'42'58"E 9.00 L11 N73 42'14"E 10.00 L12 NO2'39'07"E 130.75 L13 N87'20'53"W 10.00 POINT OF BEGINNING REVISED LOT 2 0 0 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: DA TE: 35788 12/7/2023 SCALE: SHEET: I A ex 1" = 100' 5 OF 5 Engineering 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 2023