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Home My WebLink AboutR-432404MATTERS OF RECORD RAINIER TITLE ORDER NO. 810974RT - 9/15/2022 8:00 A.M 1. TAX EXEMPTION TPN:232305-9021-07 2. SPECIAL TAXES 3. LIABILITY FOR PERSONAL TAXES IF ANY 4. UNRECORDED LEASEHOLDS, IF ANY 5. MATTERS AFFECTING SECURITY INTEREST 6. DEED OF TRUST RECORDED UNDER RECORDING NUMBER 20210505000930 7. EASEMENT RECORDED UNDER RECORDING NUMBER 1154579 8. EASEMENT RECORDED UNDER RECORDING NUMBER 5151370 9. EASEMENT RECORDED UNDER RECORDING NUMBER 7605060559 10. EASEMENT RECORDED UNDER RECORDING NUMBER 7802060562 AND #7802060563 11. TEMPORARY EASEMENT UNDER RECORDING NUMBER 8002270121 12. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190316 13. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190322 14. RIGHT TO MAKE NECESSARY SLOPES RECORDED UNDER RECORDING NUMBER 9001041071 15. EASEMENT RECORDED UNDER RECORDING NUMBER 9303312387 16. DECLARATION OF COVENANT RECORDED UNDER RECORDING NUMBER 9307091537 17. SENSITIVE AREA NOTICE RECORDED UNDER RECORDING NUMBER 9308300442 18. EASEMENT RECORDED UNDER RECORDING NUMBER 9403311030 19. EASEMENT RECORDED UNDER RECORDING NUMBER 9404071219 20. SENSITIVE AREAS NOTICE ON TITLE RECORDED UNDER RECORDING NUMBER 9801070292 21. EASEMENT RECORDED UNDER RECORDING NUMBER 9905190312 22. MEMORANDUM OF LEASE RECORDED UNDER RECORDING NUMBER 20000406000521 AND AMENDMENTS #20100616000447, #20020524000988 23. MEMORANDUM OF SUB -LEASE RECORDED UNDER RECORDING NUMBER 20030815001494 24. SENSITIVE AREAS NOTICE RECORDED UNDER RECORDING NUMBER 20010726002144 25.EASEMENT RECORDED UNDER RECORDING NUMBER 20040426002198 26. AGREEMENT RECORDED UNDER RECORDING NUMBER 20050630002642 27.EASEMENT RECORDED UNDER RECORDING NUMBER 20091007000046 28.EASEMENT RECORDED UNDER RECORDING NUMBER 20100120000403 29. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100120000562 30. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100223000155 31. EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000156 32.EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000157 33.EASEMENT RECORDED UNDER RECORDING NUMBER 20101230000591 34.EASEMENT RECORDED UNDER RECORDING NUMBER 20110419000730 35.MATTERS SET FORTH BY SURVEY RECORDED UNDER RECORDING NUMBER 20210210900001 36.EASEMENT RECORDED UNDER RECORDING NUMBER 20220629001658 37. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF MADSEN CREEK. 38. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION & FISHERIES. LEGAL DESCRIPTION OF AFFECTED PARCEL ALL THAT PORTION OF THE HEREINAFTER DESCRIBED 'PARCEL A' LYING NORTHERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 367+97.93 ON THE SR 169 SURVEY LINE OF SR 169, CEDAR GROVE PARK VICINITY TO MAPLEWOOD GOLF COURSE VICINITY, AND 155.51 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 368+65.07 THEREON; THENCE NORTHERLY TO A POINT OPPOSITE HES 368+73.00 ON SAID SURVEY LINE AND 120 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 370+25 THEREON; THENCE NORTHERLY TO SAID HES 370+25 AND THE END OF THIS LINE DESCRIPTION. THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE-HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN, 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" WEST ALONG SAID FENCE, 1010.22 FEET; THENCE NORTH 75°42'00" WEST, 139.00 feet; THENCE NORTH 13°42'00" WEST, 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NUMBER 9001041071; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23. LEGAL DESCRIPTION OF AFFECTED PARCEL TPN:232305-9021-07 THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75°42'00" WEST 139.00 FEET; THENCE SOUTH 13°42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; REFERENCE SURVEYS 1) SP - KING COUNTY SHORT PLAT, AQUA BARN AFN 20010831900002 (REC. OF K.C.) 2) CONDO - RIVER VALLEY, A CONDOMINIUM AFN 20040630003386 (REC. OF K.C.) 3) ROS - RECORD OF SURVEY AFN 20111101900002 (REC. OF K.C.) 4) WSDOT - R.O.W. PLAN, SR 169-MP 20.78 TO MP 23.69, DATED JAN. 1986 SOUTHWEST CORNER OF SECTION 23 2" IRON PIPE W/BRASS DISK CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) 1 _ 0 0 WEST Y4 CORNER SECTION 23 a0o 3 STONE W/'X' cNo CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) _ �O N N rCOi L �. o `r a N N oa U I Z J .� FOUND PUNCH IN 3" BRASS v DISK STAMPED "KING COUNTY Ci SURVEY MONUMENT 3960 1995" � I / (6/15/2022) w o BOUNDARY/CONTROL EXHIBIT N86°43'15"W 1288.35'(SP/CONDO) \ ---------------------- SHEET 2 - N z SHEET 2 SHEET 3 I ISHEET 4 I I I I SHEET 5 I I I I L- N75°4j'35»w 61 g. 62 iSP) I I � I I I I `ogcc 00 po� I I I I I SE 15,37,x pL o TRACT '& 0 100' 200' GRAPHIC SCALE BASIS OF BEARINGS HELD A BEARING OF NORTH 78°42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM CITY OF RENTON NAD '83/'11 - WASHINGTON STATE PLANE NORTH ZONE VERTICAL DATUM NAVD '88 PER CITY OF RENTON BENCH MARK DESIGNATION NO. 2677 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRAIL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE. SE ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TB 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TB 'B' SET REBAR AND RED AXIS CONTROL CAP f3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TB 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TB 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 BOUNDARY NOTE THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON JUNE 21, 2022 AND, MARCH 28, 2023 AND, JULY 25, 2024 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. 1' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. R-432404 PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON