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e NW CORNER L. DAVIS D.L.C. NO. 46 S890 48' 23"E - 1118.01' (S890 50' 26"E - 1118.00 N89° 48' 23"W - 330.00' -WEST - 330.00' - N890 48' 23"W - 349.80' *WEST - 349.80' CALC o= z z RECEIVED 06/27/2022 BY MARION COUNTY SURVEYOR. APPROVED FOR FILING ON 08/16/2022. DETAIL 'A' S84° 32 23"W - 271.9Z' ' ' 00°W — 271.92' CALC] ' CS$4 41 L------ � S840 32' 23"W - 120.39' [S840 41' 00"W - 190.74' CALC] FENCE ± 4.7'-6.6' FROM PROPERTY LINE FENCE ± 0.3'-5.1' FROM PROPERTY LINE CORD OF SU EY REAL PROPERTY IN THE SE 1/4 OF SECTION 33 TOWNSHIP 6 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN MARION COUNTY, OREGON SURVEYED FOR: THE THISTLE FARM, LLC JUNE 10, 2022 NARRATIVE U L C\J U Q z O — N Il- _ cO Q C t� N L N W m ON NL0 LL i i NO O I- - 00° U) OZ z m ° 00 O O z° O z _ THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY PERFORMED TO IDENTIFY AND MARK WITH PROPER MONUMENTS THE BOUNDARY N8956 43E 632.96 LINES OF THAT TRACT OF LAND DESCRIBED ON REEL 3681 AT PAGE 89 IN THE DEED RECORDS OF MARION COUNTY, OREGON. UNLESS (N89° 54 38,- 632.98) H OTHERWISE NOTED HEREON, ALL SHOWN FOUND MONUMENTS WERE CONSIDERED TO MARK THEIR TRUE BOUNDARY CONTROL POSITIONS \, V WITHIN ACCEPTABLE SURVEY MEASUREMENT TOLERANCES. THE SOUTH LINE OF THE TRACT WAS DETERMINED TO BE COMBINED CONTIGUOUS RAILROAD R/W AND MARKET ROAD R/W PERPENDICULARLY OFFSET NORTHERLY OF THE LINE AND ITS EXTENSION WESTERLY FROM FOUND MONUMENT #6 THROUGH FOUND MONUMENT #1 AND CONSIDERED TO BE THE SOUTH LINE OF THE RR R/W. THE EAST LINE OF THE TRACT WAS DETERMINED TO BE ON THE LINE CONNECTING FOUND MONUMENT #4 TO FOUND MONUMENT #3 PLACING THE NORTHEAST CORNER MONUMENT AT DEED DISTANCE SOUTH OF MONUMENT #4 AND THE SOUTHEAST CORNER MONUMENT AT THE INTERSECTION OF THE THUS DETERMINE EAST AND SOUTH TRACT LINES. THE WEST LINE OF THE TRACT WAS DETERMINED TO BE PARALLEL WITH THE THUS DETERMINED EAST LINE AT 597.51 FEET RECORD DISTANCE AND S 89048'23" E EAST OF THE NORTHWEST CORNER OF THE L. DAVIS D.L.C.#46 AS SHOWN CALCULATED HEREON. THE MONUMENT FOR THE SOUTHWEST CORNER OF THE TRACT WAS PLACED AT THE INTERSECTION OF THE THUS DETERMINED SOUTH AND WEST LINES. THE EAST --WEST DIRECTION OF THE NORTH LINE OF THE TRACT WAS CALCULATED PRESERVING THE ANGULAR RELATIONSHIP BETWEEN IT AND THE EAST LINE OF THE TRACT AS CALLED FOR IN THE DEED. THE CORRESPONDING DEED LENGTH FOR THE NORTH LINE DIFFERED SIGNIFICANTLY WITH THE DERIVED SOUTH LINE LENGTH RESULTING IN AN INTERPRETATION OF A LATENT AMBIGUITY IN THE DEED AND PLACING THE NORTHWEST CORNER OF THE TRACT AT THE INTERSECTION OF THE THUS DETERMINED NORTH LINE DIRECTION WITH THE THUS DETERMINED WEST LINE. THE DISCREPANCY IN THE RESULTING LENGTH OF THE DERIVED NORTH LINE AND THE DEED CALL LENGTH FOR IT WAS NOT LINEARLY DISTRIBUTED BUT THE DEFICIENCY WAS ALL PLACED IN THE LENGTH OF THE EAST SEGMENT OF THE NORTH LINE SO AS TO PLACE THE RECTANGULAR TABULAR SECTION OF THE NORTH LINE TO MOST NEARLY ENCLOSE AN EXISTING APPARENT UNDERGROUND WATER SOURCE. BASIS OF BEARING: THE DIRECTION OF N 00008'37" W WAS ADOPTED FOR THE LINE BETWEEN FOUND MONUMENTS #3 AND #4 THEREBY CONFORMING TO MCSR 34626. /I-,- A�� DETAIL ,B, P� / / r------ --�/- H FENCES ± 6.1'-9.9' G/ FROM PROPERTY j j-/ G��\/ �p LINE col L 6• � \, O S� OO oo -/ ,ZS 6-I Cl N i o., o O/0c)' �--T DETAIL "C" 0 r� 00 U r� aU �\c) LO W a` o c/) o LJ � 2 1 100, 200; SCALE IN FEET 77I�\ley Y�LwamW, of I, JO / 0° *S5 ; L------------------------------------------ MONUMENT TABLE I FOUND 3/4" IRON PIPE, DOWN 0.4', SET MCSR 18335 2 FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.3', SET MCSR 36319 3 FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, FLUSH, SET MCSR 34626 4 FOUND IRON PIN, DOWN 0.2', SHOWN IN MCSR 34626 & 6940 5 FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, BENT, SHOT ON POE, DOWN 0.3', SET MCSR 34626 6 FOUND 5/8" IRON ROD WITH OPC, "J. BEST PLS 85112", FLUSH, SET MCSR 38949 DETAIL 'A' SCALE: I "_ 10" --------------------------------------------------------------------------� ' ' 23"E - 50.00' N84° 32 [S840 41' W - 29.7 0' CALC] I U I i (D J i i Ln U i i N 0 O -J i O Q L i U = N i N - 00 W Lo N N O` Lo ° i �W zz N ° ° i Lf) i i Cf) i 1 1 ---------------------------------------------------------------------------J LEGEND: • FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION. 0 SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED "LEI OREGON". 0 CALCULATED POINT [ ] RECORD DISTANCE: DEED REEL 3681, PAGE 89 O RECORD DISTANCE: MCSR 34626 { } RECORD DISTANCE. MCSR 36663 < > RECORD DISTANCE: MCSR 38949 & 36663 RECORD DISTANCE: DEED REEL 1973, PAGE 268 RECORD DISTANCE: MCSR 27428A MCSR MARION COUNTY SURVEY RECORD PROFESSIONALREGISTERED LAND SURVEYOR ApzgZ)" OREGON JANUARY 17, 1995 L. M. ALLEN 2688 EXPIRES 12/31/2023 D.L.0 DONATION LAND CLAIM R/W RIGHT OF WAY ± MORE OR LESS YPC YELLOW PLASTIC CAP POE POINT OF ENTRY OPC ORANGE PLASTIC CAP CALC CALCULATED & SURVEYING 2564 19TH ST. SE TEL 503-399-382E SALEM, OR. 97302 FAX 503-365-1852 CLIENT: THE THISTLE FARM, LLC 12433 S I LVERTON RD SILVERTON, OR 97381 DRAWN: FIELD: G. VAN AGTMAEL J. VAN AGTMAEL CALC' D: I CHECKED: In PROJECT: 14-84 DRAWING NO.: 14-84_ROS. DWG FIELD DATE: 5-19-2022 SCALE: I" = 100' PAGE: OF • li r