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RECORD OF SURVEY LOCATED IN THE NE 1/4 SECTION 26, TOWNSHIP 7 SOUTH, RANGE 3 WEST W.M. CITY OF SALEM, MARION COUNTY, OREGON DECEMBER 13, 2021 LEGEND: FOUND 1/2" FOUND MONUMENT AS NOTED, VISITED APRIL AND NOVEMBER 2021 DOWN 0.6' PER MCSR 26706 ALL HELD UNLESS NOTED, SEE FOUND MONUMENTS TABLE O SET 1-1/8" COPPER DISK "S&F LAND SERVICES" IN CONC. CONC DENOTES CONCRETE W/YPC DENOTES WITH YELLOW PLASTIC CAP ALUM DENOTES ALUMINUM MCSR DENOTES MARION COUNTY SURVEY RECORDS BOTP DENOTES BOOK OF TOWN PLATS IP DENOTES IRON PIPE IR DENOTES IRON ROD AC DENOTES ASPHALT MKD DENOTES MARKED CP DENOTES CONTROL POINT SW DENOTES SOUTHWEST SE DENOTES SOUTHEAST NW DENOTES NORTHWEST NE DENOTES NORTHEAST A,B DENOTES CALCULATED POINT PER THE NARRATIVE (#.##)(#) DENOTES RECORD DATA PER SURVEY REFERENCE #.## (#) DENOTES MEASURED AND RECORD DATA PER SURVEY REFERENCE (#)* DENOTES CALCULATED DATA PER SURVEY REFERENCE MONUMENT TABLE: ALL MONUMENTS FOUND FLUSH WITH THE GROUND UNLESS NOTED. (EqD FOUND BRASS TACK IN LEAD FLUSH PER SN 26706 102 FOUND 1/2" IP DOWN 0.6' PER MCSR 26706 103 FOUND 1 /2" 1 P UP 0. 1' PER MCSR 28970 104 FOUND I" IP DOWN 0.3' PER MCSR 26706 105 FOUND 112" IP DOWN 0.2 PER MCSR 28970 106 FOUND 1/2" IR PER UNKNOWN ORIGIN, S70 -00'19"E 39041 0.61' OF LINE FOUND ((0D FOUND 1 /2" 1 P DOWN 0.8' PER MCSR 28970 108 FOUND 112" IP UP 0.2' PER MCSR 28970 109 FOUND 1-1/8" COPPER DISK MARKED "AKS ENGINEERING" PER MCSR 39041 ([D 0 FOUND 1/2" IP DOWN 0.2' PER MCSR 28970 (ED FOUND 1 /2" 1 P DOWN 0.2' PER MCSR 28970 I I FOUND 1/2" 1 P DOWN 0.3' PER MCSR 28970 13 FOUND 2" IP PER MCSR 26706 35960 114 FOUND 2" IP PER MCSR 26706 39041 115 FOUND 2" IP PER MCSR 26706 S02-030 1 1 6 FOUND 3/4" IP DOWN 0.4' UNKNOWN ORIGIN 1 1 7 FOUND 1/2" IP DOWN 0.3' PER MCSR 16979 1 1 8 FOUND 3/8" 1 RON ROD I NS I DE I" I P DOWN 0.2' HELD PER BOTP S02-030 1 1 9 FOUND 5/8" 1 P W/YPC MARKED "LANDMARKERS" PER MCSR 35960, N70'00' 19"W 0.43' OF L I NE 120 FOUND 1/2" IP PER MCSR 16979 RECEIVED 01/27/2022 BY MARION COUNTY SURVEYOR. APPROVED FOR FILING ON 04/14/2022. MCSR 39579 BASIS OF BEARINGS: THIS SURVEY UTILIZES A LOW DISTORTION PROJECTION (LDP) WHICH IS RELATIVE TO THE OREGON COORDINATE REFERENCE SYSTEM (OCRS) OF NAD 1983 (2011)(EPOCH 2010.0000), WITH RESPECT TO THE LOCAL LATITUDE AND GROUND ELEVATION. THE LDP COORDINATES DEFINE TRUE GROUND DISTANCES. THE BASIS OF BEARING BASED ON OREGON COORDINATE REFERENCE SYSTEM, SALEM ZONE, MEASURED BETWEEN MONUMENTS 102 AND 100 ALONG THE NORTHERLY RIGHT OF WAY LINE OF CENTER STREET NE IS NORTH 84'15'54" EAST. NARRATIVE: THE NORTHERLY RIGHT OF WAY LINE OF CENTER STREET NE BEING THE SOUTHERLY L I NE, WAS REESTABL I SHED THROUGH A BEST F I T L I NE W I TH MONUMENTS 102, 105, 104, AND 100. EACH MONUMENTS F I T W I TH I N 0.04' FEET OF L I NE. THE WESTERLY L I NE WAS REESTABLISHED THROUGH FOUND MONUMENTS AS SHOWN PER MAR ION COUNTY SURVEY RECORD (MCSR) 28970, AND 39041. THE NORTHWESTERLY MOST POINT ALONG THE WESTERLY LINE, SHOWN HEREON AS POINT A, FALLS IN THE CREEK AND WAS CALCULATED BY HOLDING RECORD DISTANCES PER SAID MCSR 39041 AS SHOWN. THE SOUTHEASTERLY LINE, BEING THE NORTHWESTERLY RIGHT OF WAY LINE OF STATESMAN STREET NE WAS REESTABLISHED FROM FOUND MONUMENTS 100, 1 16, AND 1 18. MONUMENTS 1 17 AND 120 FIT THIS REESTABLISHMENT AT A 50.00 FOOT WIDE RIGHT OF WAY PER MCSR 16979. THE NORTHEASTERLY LINE BEING DESCRIBED AS A DIVIDING LINE OF LOT 15, HIGH SCHOOL ADDITION WAS REESTABLISHED HOLDING A LINE THROUGH MONUMENT 1 15 AT THE CALCULATED ANGLE OF 90020'40" PER (2) & (8) TURNED FROM SAID NORTHWESTERLY RIGHT OF WAY LINE OF STATESMAN STREET NE. THE SOUTHEASTERLY END BEING AN INTERSECTION AT THE RIGHT OF WAY LINE ALSO F I TS RECORD D I STANCES FROM MONUMENTS 1 18 AND 100 FROM MCSR 28697 AS SHOWN. THE NORTHWESTERLY PROJECT I ON OF TH I S L I NE I NTO M I LL CREEK TO PO I NT B AS SHOWN, WAS ESTABL I SHED AT 246.00 FEET FROM THE R I GHT OF WAY L I NE PER THE PLAT "HIGH SCHOOL ADDITION". THE NORTH-WESTERLY PROPERTY LINE, ALSO BEING IN MILL CREEK AND RIPARIAN I N NATURE, WAS CALCULATED BETWEEN POINTS A AND B AS PREVIOUSLY DESCRIBED. 16.77' 12 e •\ 80� •- l 8225 7S"£ n ? o 0 co 9 L -� rn N20'00'06"E 20.00' (S19'30'W 20.00)(3)�� 110 4 N69'59'54"W 63.00' (S70'30'E 63.00')(3) N20'00'06"E 24.50' (S19'30'E 24.50')(3) N69'59'54"W 25.00' (S70'30'E 25.00')(3) N19'56'04"E 62.22' (S19'30'W 62.25)(3) N05'44'34"W 69.00' (S06 -13'47"E 69.00)(3) THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF WRIGHT GROUP, IS TO LOCATE THE PROPERTY BOUNDARY OF THOSE PROPERTIES DESCRIBED IN DEED REEL 398, PAGE 132, AND REEL 89 PAGE 39 AND PLACE MONUMENTS AS SHOWN HEREON. MCSR 39579 SURVEY REFERENCES: 1) RECORD DATA PER MCSR 16806 ?) RECORD DATA PER MCSR 26706 3) RECORD DATA PER MCSR 28970 �) RECORD DATA PER MCSR 35960 �) RECORD DATA PER MCSR 39041 i) RECORD DATA PER BOTP S02-030 "HIGH SCHOOL ADDITION TO SALEM" ') RECORD DATA PER MCSR 16979 I) RECORD DATA PER MCSR 28697 Cp \ \ 119 C) ^ \ \ OT 27 \� \\\ 00 t0 ^ t07-20 Q) 7- ov 19 \ \ \ 116 COT / 7 ` \ \ 2S 4.4j B _�N 19'59'41 "E 484.75' 10, 7„E 199 77, '�\ 1 15 % CpT \ l� / \ \ N6g `39 ago �V 246 • Z \ C p w )�2 \ i 118 `O N / ,� rn C0T 1 Y) \ COT \ / 2 to), 4 \\\ N 19'59'41 "E 49.95' (49.98')(4) (50')(6)(7) \ CpT 5 CpT 14 (00.09220-4. °'6 C W � 1 12 \ \ \ \ 2039�i, t07- 6 00 \\ CpT \\ 73 \\ \\ * CpT 111 to), 8 / COT I CpT � l / 10.39' (263.30)(2) 263.25 100 27 3.63' (5) O - S84'1554 ;"W 273.63')(5) o 105 104 (586'06 51 W - 4' 15'�4"E237.06'13'� 273_65')(3) � 102 (586'06'51 37.06')(5) BASIS OF BEARING_ - o (SB3.46' 13"w 237.00)(3) - CENTER STREET NE S&F LAND SERVICES MAKES NO WARRANTIES AS TO MATTERS OF UNWRITTEN TITLE SUCH AS ACQUIESCENCE, ESTOPPEL, ADVERSE POSSESSION, ETC. 21 _36601 -Willson House-ROS.d _'--N84' 16'35"E 55.50' - 60' 0 30' 60' 120' SCALE: 1" = 60' -