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HomeMy WebLinkAboutMAP_Boundary_Line_Adjustment_231228_v5CITY 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 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 HOME DEPOT USA TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: SIGNATURE TITLE MY APPOINTMENT EXPIRES: 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 NOIS) 1723059183. 2023059007, 9154600010. APPROVAL NOTES RECORDING NO. I VOL./PAGE THIS REQUEST FOR A LOT LINE ADJUSTMENT 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 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 I 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 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 , 2024 , 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 -� i21Z>_1�z TIMOTHY J. MCDANIEL LS NO. 45792 DATE 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. PARCEL AREAS ORIGINAL PARCEL AREA: 399,486 SQ. FT. (9.17 ACRES) REVISED PARCEL AREA: 508,445 SQ. FT. (11.67 ACRES) LOT ORIGINAL PARCEL AREA: 38,508 SQ. FT. (0.88 ACRES) REVISED PARCEL AREA: 62,035 SQ. FT. (1.42 ACRES) LOT 3: ORIGINAL PARCEL AREA: 231,806 SQ. FT. (5.32 ACRES) REVISED PARCEL AREA: 82,310 SO. FT. (1.89 ACRES) TAX PARCEL NOS./ADDRESSES SITE IDENTIFICATION 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 8. DEED OF DEDICATION, REC. NO, 20230510000358 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 fi 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 NW4 E4 17 SW 4 SE 4 XNW 4 E4 20 SW 4 SE 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 oy J WAS LOT LINE ADJUSTMENT FOR HOME DEPOT JOB: 35788 DATE: 12/28/2022 SCALE: SHEET: NO. SS02780.2002 N/A 1 OF 5 Engineering 901 SOUTH GRADY WAY DRAWN BY: CHECKED BY. 792 Fs CISTERJ�, SIGNAL RENTON, WA 98057 2601 South 35th Street, Site 200 / LA�O S Z�Z WEL TJM Tacoma, Washington 98409-7479 (253) 473-4494 FAX: (253) 473-0599 ©APEX ENGINEERING, LLC 2022 CITY OF RENTON LOT LINE ADJUSTMENT RECORDING NO. VOL./PACE LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-042@ 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 TANGENT 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 8959'42" 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 93.35 FEET THENCE SOUTH 4623'00" WEST, A DISTANCE OF 32.69 FEET; THENCE SOUTH 43'37'00" EAST, A DISTANCE OF 11.00 FEET,• THENCE SOUTH 4623'00" WEST, A DISTANCE OF 43.16 FEET, TO THE BEGINNING OF A 3875.93-FOOT RADIUS TANGENT THENCE ALONG TCURVE HE ARC OF SA DCURVE, A DISTANCE NCE OF 67.63NORTHWESTERFEET, THROUGH A CENTRAL ANGLE OF 00'59'59"; THENCE NORTH 42'37'00" WEST, A DISTANCE OF 10.00 FEET, TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 4237'00" WE DISTANCE OF 3865.93; ST A 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 NORTH 39'51'19" DISTANCE OF 3869.93 FEET; WEST A THENCE ALONG THE ARC OF SAID CURVE SOUTHWESTERLY, A DISTANCE OF 64.40 FEET THROUGH A CENTRAL ANGLE OF 00'57'12"; THENCE NORTH 3854'07" 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 37'19'27" 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 28'28'58" EAST, 74.42 FEET, THENCE SOUTH 57'46'57" EAST, 193.07 FEET; THENCE SOUTH 51'32'55" WEST, 90.93 FEET,• THENCE SOUTH 38'27'05" 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 1125'25" 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 TANGENT 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 7.50 FEET TO A NON -TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH THE RADIUS POINT BEARS NORTH 38'46'29" 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 35'43'40" 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 EASTERLY, FROM WHICH THE RADIUS POINT BEARS SOUTH 34'03'52" 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 88'4828"; 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 08'35'17' 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 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 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 5132'55" 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 2828'58" 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 71'01'30" 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 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 POINT OF BEGINNING REVISED PARCEL DESCRIPTIONS A SCALE: N/A PORTIONS OF SW114OFTHE SW1/4, NW 1/4 OF THE NW 1/4, NE 114 OF THE NE 1/4, LOT LINE ADJUSTMENT FOR HOME DEPOT NO. SS02780.2002 901 SOUTH GRADY WAY RENTON, WA 98057 JOB: 35788 SCALE: N/A DRA WN BY. WEL SEC. 17, TWP 23 N, RGN 5 E, W.M. SEC. 20 TWP 23 N, RGN 5 E, W.M. SEC. 19 TWP 23 N, RGN 5 E, W.M. DA TE 12/28/2023 (!x SHEET: 2 OF 5 p gineering s CHECKED B Y: 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 TJM (253) 473-4494 FAX: (253) 473-0599 O APEX ENGINEERING, LLC 2023 CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-00020 ) LAND RECORD NUMBER 30-0426 FOUND 44" CONC MON W/PK NAIL IN CASE DOWN 0.7' VISITED 8-5-21 RENTON AVE. S. CITY OF RENTON 1 CNTRL. PT NO. 418 STA: 373+89.38 154.09' (L)-\ 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 E=1298012.6 N=1758 2- 66 N=175677. 066 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 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.TA./A.C.S.M. LAND TITLE SURVEYS. RECORDING NO. 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 rn _� ` �� © FOUND MONUMENT AS NOTED R=1920.00' CALCULATED MONUMENT POS17ION L=2574.79' o • SET REBAR/CAP LS 45792 o RD d=7650'09" \ — — — OTF O �, - - - - - - - - - - - - BOUNDARY LINE — _ g mLO - ADJOINER PARCEL LINE "cwv �-� _ S Off\ w RIGHT OF WAY LINE N Qom° rn o, B� \� \ o �� - - MONUMENIED ROAD CENTERLINE ` \ STA: 369+01.37 226.12' (L) F- 0) rn �� \\W^ SEC71ONLINE - - - - - - - - - - - - - EASEMENT LINE tn:::.:. ;`c: R=847.00' P O N I:::/ a` o'::: ' L=460.85' \ \ \ /� z \ WATER EASEMENT HATCH I �A=31'10'28" SANITARY SEWER EASEMENT HATCH W_ "' N ^ \ \ �jO �� /�� GAS EASEMENT HATCH \ O R=62.03' \ STA: 367+50.00 262.75' (L) \ < o 0 e, z ao \.. ^,. o 322 E(R) I`..: o z Z:::::::..\ \ ::. L=27.64' k o i ------ I A=25 32'44" tiI O v�o�r O^3 cWzN 000n\� L=62.39' 2oN�o Q oo� � APEX 'E A=5739'30" N �o oo Woo i-0) wlr 1 9' CNN w CaM a0 -t0) \ O�D�i LLS ' V/'O� OTre U O O M �\. / \ O O O , O O W O 0 � � I w N 1 Z N N �\ W O w N I I Z p�j W cV G� Qo "'`'` --' 9� F ¢ cov EXISTING COMMERCAL M o - a to O o cn N Q w z P o N O v� O F- O /:::: / \. W N Z N �a O _ _1 :I \ O c' cn o BUILDING o .r t2 f o z N a l I ¢ z FINISH ^ p Z 10 v II �I LII J III oQ WzAREA: 135,494 S.F. LOU Q N `0 w FlNIH FLOOR ELEV. 38.8' 1723059183 ar O o N — GRAPHIC SCALE (REV PCL 3) 6p'0° /i �� o z cov o / I .�+ / \ I o AIL --� 100 0 50 100 o ORIGINAL J- �\ \ I i �.� Ij Co LOT 2 �`oz O / STA: 360+39.92 °\ 290.90' \(L) NORTHWEST CORNER ,o IN FEET-O° �:'S�12525 WORIGINAL LOT 2 1 v83' ) as O 1 inch = 100ft. S3129'10 W 27.44' TPN \... , .: 1 do o� p I I ��, o°� �o °\ d �P 0 9 \ �o ¢ �:::::.:.. i� s 6 N N46 23'00"E �0 �. 1 ` _ `o / �- .::.::: s oozp, 00, ©o ��' \ I 0 'Ca ��' REO 7 g 2023059007 s o o \ 75.85' 0 :::::: ` o� o�. O - / ¢ o r (ADJ'ED PCL 1 `" r: ^ v� "',� Osp`S1s, t�°� e� A. 0 0 D o �% O c� O W N o S p0 �S e� \ �� L=145.62' O .:.:..:..... �. rr.. m c r z oo s4 �� O� l` c� O \ 9� F /:; _ ORIGINAL zi \ o \ \ \ \ A=2 09'46" "' o o / rn i o sr o 0 4, o \ w ! rn z cn vD M 'r \ �2 O� \ o 'g I LOT 1 zz Z / W g �� / \::: �!� Q tip,° \ L=217.81' t� \ Co w o... 3 cv oa <" bN o rn TPN z z .:':'� / �� p /o / r z --3'14'05" J 72.43' o o `� vo o � :` % cn u - \ z 9154600010 W : : W g Qg Q ..... Pao �-o gp. �'i W vso \ \ 5 \ c� — 3 N — (REV PCL 2 ,roi �� `�. °c o `O 'L cr V) o ---_' /\G 4jro FOUND 3" BRASS '~ o z ORIGINAL °��:��.: o _ � F �o� Q T z \ ::: \ \ o° �6 MONUMENT IN CASE, 0.7' BELOW GRADE S \`f O LOT 3 ` / 404 VISITED 8/5/21 I-,o\ S0�0'44�'30 \"W 26\5�6.35' \.. �\ CD — N \\ _ CN Lu LLj \ \ w W� zN / / zm I I �::::� �� — X.zz _ \ \ LO �\\ zz L=385.86' o m 130.75' R=3857.93'LOo ''o a_ � l \�---`—_---- -- d- N0239 07 E °p L=411. 74' _ w J — -�� O r- _ C) � -� o A=s 06'54" ` �`- _ -� — r W �_ — TALBOT ROAD. ,w 03 Lj R=3817.93' N^ ¢ m o N0239'07 E 383.88' v g �=' N L= 715.95' , , , — W ^ z N Co REFERENCES d d=10'44'40" \ _ /,/� w� o!—Lx Z � Z W oo Cq � 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 �/ 1N�91 w a R-7 N a a Z 3. LOT LINE ADJUSTMENT LUA-98-164-LLA REC. 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 98121 9014 002 BUS �� / 19� 0 50.00 O N0. 9812109014 w 4. DEED OF DEDICATION, REC. N0. 20030220000243 I SHELTER �° 6�5� / o L=465•\ 5. WARRANTY DEED, REC, NO. 20071228001161 r1 so, a o A=35'30j� (0 6. STATUTORY WARRANTY DEED, REC. NO, 20021218002477 1� j N R=700.00' 7. RECORD OF SURVEY, REC. NO. 20050728900039 L=434.01' 8. DEED OF DEDICATION, REC. NO. 20230510000358 FOUND 3" BRASS / g so. '�' A=3531'26" MONUMENT IN CASE 0.5' BELOW GRADE �,� a .�,LOT LINE ADJUSTMENT DA TE: - VISAHARDIE ED 8/5/21 � AVE. S.W. R=45.00' JOB: �°`� OF wAs�,j� ,,� FOR 35788 12/28/2022 CITY OF RENTON L=69.59' �0 CNTRL. PT. NO, 60 A=8836'19" wSDOT N0. 5282 HOME DEPOT SCALE: SHEET. EASEMENT MAP WITH z NO. SS02780.2002 � 0 4� 5792 ��� 901 SOUTH GRADY WAY 1 - 100' 3 OF 5 ORIGINAL PARCELS sS�0ALSTAN�'SJ� RENTON, WA 98057 DRAWN BY Engineering° l%l CHECKED BY, 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 WEL TJM (253) 473-4494 FAX: (253) 473-0599 O APEX ENGINEERING, LLC 2022 L= 72.18' �104'19" i "' 1� N 72.43' CITY OF RENTON LOT LINE ADJUSTMENT LAND USE ACTION NUMBER 22-000209 LAND RECORD NUMBER 30-0426 FOUND 44" CONG MON W/PK NAIL IN CASE DOWN VISITED 8-5-21 sa RENTON AVE. S. 21 � CITY OF RENTON CNTRL. PT. NO. 418 STA: 373+89,38 154.09' (L)-\ P � 0 I co l+J PO C,Cn R=62.00' L=90.03' N067322"E(R) A=8312'13"- — — "w N rn N L=27.64' 4=2532'44" 2- c�9 'rF LO TPN l a � (00 � 172 059183 ��� �� a 1 (REV PCL 3) ���o�o ORIGINAL ti- ooF\ 0 L=62.39' 4=57'39'30" L---- O w G � 0 LOT 2 NORTHWEST CORNER ORIGINAL LOT 2 N46 23'00"ENR=3857.93' 75.85'A=31405 FOUND 3" BRASS MONUMENT IN CASE, 0 7' BELOW GRAD 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 4t8 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 RIK 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 a ` R=1920.00' rJ CALCULATED MONUMENT POSITION 3 L=2574.79' • SET REBAR/CAP LS 45792 A--76 50'09" BOUNDARY LINE z TF ADJOINER PARCEL LINE _ gas RIGHT OF WAY LINE \ - - MONUMENTED ROAD CENTERLINE STA: 369+01.37 226.12' (L) \ - - SECTION LINE L=460.85' 4=3110'28" � O '73t 7,-). STA: 367+50.00 262.75' (L) ?9��F APEX 2j6 �9 IN AREA: 135,494 S.F. FINISH FLOOR ELEV. 38.8' N ry N `. STA: 360+39.92 290.90' (L) S1125'25"W 9.83' S31 *29'10"W 27.44' TPN 2023059007 — o �b - (ADJ'ED PCL 1) "�- ��� �0. GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100ft. L=145.62 9� F ORIGINAL �0 00 d=2'09'46" loj '� - LOT 1 �� �k0 @ \ TPN , 411 — — — 9154600010°� ti16 'p- op" — (REV PCL 2) ORIGINAL E LOT 3 / �� 9 VISITED 8/5/21 I v IN L=79.15' .� ORIGINAL DEED OF DEDICATION �d=6'02'47" UNDER REC. NO. 20230510000358 �0 /-TO BE REVISED WITH RE-RECORD DA R=3857.93' 00 II-- L=411.74' d=6'O6'S4" N a , R=3817.93'- N L=715.95' vi A--10'44'40' rn I I FOUND 3" BRASS MONUMENT IN CASE 0.5' BELOW GRADE VISITED 8/5/21 °�,° HARDIE AVE. S.W. CITY OF RENTON CNTRL. PT. NO. 60 WSDOT NO. 5282 BUS SHELTER �d R=45.00' L=69.59' A=88736'19" SIMULTANEOUS WITH THIS LLA i '0019 5 19 0. e=29 28'39" `-R=750.00' L=465.01' A=3531'26" R= 700.00' L=434.01' A=35'31'26" ORIGINAL � PARCEL MAP S00'44'30"W 2656.35' "W �rn h N 130, 75' N0239'07 E TALBOT ROAD S. N0239'07 E 38-� 0 01 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 8. DEED OF DEDICATION, REC, NO, 20230510000358 of WAsy� LOT LINE ADJUSTMENT JOB: DATE: � f FOR 35788 1212BI2023 AEngineering 1A z HOME DEPOT SCALE: SHEET. (!x NO. SS02780.2002 " 45792 ,� 1 — 100' 901 SOUTH GRADY WAY 4 OF 5 CHECKED BY. I STEg�� ANS AL LAND RENTON, WA 98057 DRAWN BY: 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 WEL Tim (253) 473-4494 FAX: (253) 473-0599 ©APEX ENGINEERING, LLC 2023 CITY OF RENTON LOT LINE ADJUSTMENT HORIZONTAL DATUM METHODS AND EQUIPMENT RECORDING N NAD 83/91 O' VOL./PAGE SURSE AND RADIAL SURVEY METHODS AND HELD SOUTH 8948'53" EAST BETWEEN FOUND CITY OF RENTON MON. NO. SUPPLEMENTEDRWITH A TOPCON HYPERLITEMED WITH A 1" TOTAL �6 S RECEIVER UTIN, USING LIZING RTK METHODS AND THE WASHINGTON LAND USE ACTION NUMBER 22-000209 60/WSDOT MON. NO. 5282 AT THE INTX OF HARDIE AVE SW AND SW 7TH STATE REFERENCE NETWORK. SURVEY MEETS OR EX ST AND FOUND CITY OF RENTON MON. NO. 418 AT THE INTX OF RENTON W.A.C. 332,130.090. CEEDS ACCURACY REQUIREMENTS CONTAINED IN LAND RECORD NUMBER AVE SO AND SW 7TH ST. 30-0426 NO 60 N=175890.97 MON NO 418 SURVEY STANDARDS N=175877.066 E=1298012.66 E=1302310066 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 FOUND 4"x4" CONC REQUIREMENTS WHICH CONTROL LAND BOUNDARIES FOR A.L.TA./A.C.S.M. LAND TITLE SURVEYS. PORTIONS OF MON W/PK NAIL IN CASE SW 1/4 OF THE SW 1/4, SEC. 17, TWP 23 N, RGN 5 E, W.M. DOWN 0.7' NW 1/4 OF THE NW 1/4, SEC. 20 TWP 23 N, RGN 5 E, W.M. VISITED 8-5-21 RENTON AVE. S. RENTON CITY OF RENTON NE 1/4 OF THE NE 1/4, SEC. 19 TWP 23 N, RGN 5 E, W.M. I CNTRL. PT. NO. 418 ` APEX CURVE TABLE ILINE TABIDANCE ` CURVE LENGTH RADIUS DELTA ING POINT OF BEGINNING T \� ClR=1920.00' GRAPHIC SCALE 67.63 3875.93 05959" '00"E STA: 373+89.38 154.09' (L) REVISED LOT 1 0 S -9TF L=2574.79' 100 0 50 C2 186.31 3865.93 2'4541" d=765009" 100 '00"E �TF gO C3 64.40 3869.93 0 57'12" '00"W IN FEET) C4 214.14 3865.43 310'27" '00"E 1 inch = 100ft.N ,� Ln ;n �F STA: 369+01.37 226.12' (L) C5 8.60 3865.43O'07'39" '00"E � Z ,�� N S� C6 205.54 3865.43 3'02'48"I '19"W m R=847.00' R�'q C7 112.44 3872.93 139'48"US L7 N3854'07"W 4.50 LEGEND CS 31.00 20.00 88'48'28" L8 S35'43'40"E 7.50 Q O o tl I L=460.85' �, I <"''n 4=31 10'28" C9 114.07 761.00 8 35'17" L9 S32 52'19"E 157.59 d I m N .w ,�o' s� ?30, QQ FOUND MONUMENT AS NOTED C10 107.35 770.00 T59'17" L10 N65' " 42 58 E 9.00 69B' �j0"' * �� CALCULATED MONUMENT POSITION C11 35.34 770.00 237'48" L11 S73'42'14"W 10.00 L=90.03' � � ASS, � STA: 367+50.00 262.75' (L) • SET REBAR/CAP LS 45792 N067322 E BOUNDARY LINE C12 36.00 770.00 2'40'44" L12 N0239'07"E 130.75 4=83'12'13"- - - -- Nam? �� - - - - - - - - - - - - - ADJOINER PARCEL LINE C13 36.00 770.00 2'40'44" L13 N8720'53"W 10.00 I� Qo I �9j). q I F 2j RIGHT OF WAY LINE C14 251.33 760.00 185652" � 6 L - - �9 - - MONUMENTED ROAD CENTERLINE QO N EXISTING COMMERCAL - - SECTION LINE e1 o BUILDING h d S�'n ti AREA: 135,494 S.F. FINISH FLOOR ELEV.• 38.8' POINT OF BEGINNIN( C1t`��Rr i0�01G� �O L0 1 N REVISED LOT 2 �' FRt�=3857.93' ON a�v, 5�'4h ORES ry <o STA: 360+39.92 290.90' L \ s P () •� oti� <11r,� L1 �5 l10 GP�p 3.9' S11'2525 W 9.83' \ '� N37'19'27"W �O S3129'10"W 27.44' 7.50' 1 14.6' rr rr N46 23'00"E p4 �O �p� 25.3' `Psi. DETAIL A 75.85' �� �� L5 0`01GP 43.9' �o " 0 2 SCALE: 1 "=20' ORIGINAL DEED OF DEDICATION 2.0' ti - s`� �O O ss� °° UNDER REC. NO. 20230510000358 ��s�� �� \ TO BE REVISED WITH RE-RECORD s°`� s o \ � SIMULTANEOUS WITH THIS LLA 62� �`��,� R=3857.93' 1�0 1 ^�A. 55b� L-21781'05" N 72.43� L6 4=3'14'05� 1G� � 00i - ago P - - _ - _N _ _ - FOUND 3" BRASS C5 REVISED LOT LINES 0L7 �g10 _ �`� SF _ MONUMENT IN CASE, 0.7' BELOW GRADE S h 18g S00'4430"W 2656.35' 1-4. 110 - ------__ ���(- - '1s VISITED 8/5/21 � G1 I \ 451°s os REVISED LOT LINES ca, POINT OF BEGINNING s°' I*- Ln b o POINT OF BEGINNING �. REVISED LOT 2 1�9�0`� 08b� - o REVISED LOT 3 0) `h ern,' orn SEE DETAIL •Al L11 c14 L12 L13 THIS SHEET _ C4 ` OF,o1C'P Z �� �i. C11 t✓10 130.75' R=3857.93' N0239'07 E b _ L=411.74 �Q� o� L10 0 V1 BOT ROAD S. `D d=6'06'S4" L8 cj� 9 Of / / o 0 a35 w R=3817.93' 1 42 / / o "' N0239'07 E 383.88' N L=715.95' \ e Ro�pa z REFERENCES A=10'44'40" 15 pp� / _ 1. LOT LINE ADJUSTMENT LUA-99-153-LLA, REC. NO. 20010213900004 o- N pE,01 �9 19� 2. LOT LINE ADJUSTMENT LUA-02-127-LLA, REC. NO. 20021216900002 ` 1�I R=750.00' 3. LOT LINE ADJUSTMENT LUA-98-164-LLA, REC. NO. 9812109014 BUS A / , 9� 4. DEED OF DEDICATION, REC. NO. 20030220000243 I SHELTER Ap C8 ti5�1 L=465.01' S. WARRANTY DEED, REC. N0. 20071228001161 6=3531'26` 6. STATUTORY WARRANTY DEED, REC. NO. 20021218002477 R=700.00' 7. RECORD OF SURVEY, REC. NO. 20050728900039 �51�5 L=434.01' 8. DEED OF DEDICATION, REC. NO. 20230510000358 FOUND 3" BRASS / g`� s A=35'31'26" MONUMENT IN CASE ,. 00 0.5' BELOW GRADE ", HARDIE AVE S.W. R=45.00' LOT LINE ADJUSTMENT JOB: DA 7E: �� J d!� VISITED 8/5/21 apt pF �As��q� FOR -- CITY OF RENTON L=69.59' 35788 12/28/2023 CN1RL PT. N0. 60 WSDOT NO. 5282 0 HOME DEPOT SCALE: SHEET. NO. 8802780.2002 1 °' - 100' 5 OF 5 901 SOUTH GRADY WAY RENTON, WA 98057 Engineering DRAWN BY: CHECKED BY. 2601 South 35th Street, Suite 200 Tacoma, Washington 98409-7479 WEL Tim (253) 473-4494 FAX: (253) 473-0599 ©APEX ENGINEERING, LLC 2023