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0' 500' 1000'
<br />SCALE: 1 INCH = 500 FEET
<br />LINE TABLE
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />L1
<br />N29'16'22"E
<br />165.00'
<br />L2
<br />S60'43'38"E
<br />264.00'
<br />L3
<br />S29016'22"W
<br />165.00'
<br />L4
<br />N44024'39"E
<br />208.69'
<br />L5
<br />N37053'11 3"E
<br />135.08'
<br />L6
<br />N31'38'19"E
<br />295.90'
<br />L7
<br />S51054'45"E
<br />114.68'
<br />L8
<br />S45001'1 8"E
<br />99.52'
<br />L9
<br />S34'13'19"E
<br />119.99'
<br />L10
<br />S50'15'55"E
<br />144.92'
<br />L11
<br />S28'56'59"E
<br />95.34'
<br />L12
<br />S36'11'34"E
<br />69.22'
<br />L13
<br />S70020'28"E
<br />55.64'
<br />L14
<br />S77'39'18"E
<br />187.91'
<br />L15
<br />S00'54'57"W
<br />515.69'
<br />L16
<br />S45'15'57"W
<br />28.28'
<br />L17
<br />S89037'57"W
<br />950.16'
<br />L18
<br />N78'27'03"W
<br />516.24'
<br />L19
<br />S61 *5557"W
<br />414.99'
<br />L20
<br />S65025'05"E
<br />25.16'
<br />L21
<br />N61055'57"E
<br />392.52'
<br />L22
<br />S78027'03"E
<br />511.12'
<br />L23
<br />N89037'57"E
<br />991.58'
<br />\W
<br />RECORD OF SURVEY
<br />FOR PROPERTY LINE ADJUSTMENT
<br />IN THE SE 1/4 OF SECTION 25 AND THE NE 1/4 OF SECTION 36, TOWNSHIP 7 SOUTH, RANGE 2 WEST, W.M.,
<br />MARION COUNTY, OREGON, THE SE & SW 1/4'S OF SECTION 30 AND THE NE & SE & SW & NW 1/4'S OF
<br />SECTION 31, TOWNSHIP 7 SOUTH, RANGE 1 WEST, W.M., MARION COUNTY, OREGON
<br />DATE: JANUARY 22, 2021
<br />CALCULATED NW CORNER
<br />OF THE GEORGE EOFF
<br />D.L.C. 90
<br />L
<br />1411.03'
<br />N89'33'33"E 4378.73'
<br />S57017'05"E 396.20' c
<br />O 6 v �?
<br />��• CC Y
<br />n�
<br />DEED RECORDED IN
<br />REEL 4473, PAGE 11
<br />0�
<br />N
<br />ROPER E��D
<br />P S�Rv
<br />S89WI9"W 1425.45'
<br />CALCULATED WEST
<br />LINE OF THE GEORGE
<br />EOFF D.L.C. 90
<br />CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl
<br />202.90'
<br />1432.40'
<br />08006'58"
<br />S39054'34"E
<br />202.73'
<br />C2
<br />246.40'
<br />477.46'
<br />29'34'05"
<br />S50038'03"E
<br />243.67'
<br />C3
<br />1109.10'
<br />7813.06'
<br />08'08'00"
<br />S61 *21'05"E
<br />1108.17'
<br />C4
<br />230.32'
<br />716.20'
<br />18'25'31"
<br />S48'04'10"E
<br />229.33'
<br />C5
<br />507.78'
<br />7813.06'
<br />03'43'25"
<br />S63'33'23"E
<br />507.69'
<br />C6
<br />337.30'
<br />7813.06'
<br />02'28'25"
<br />S58'31'18"E
<br />337.28'
<br />C7
<br />264.01'
<br />7813.06'
<br />01'56'10"
<br />S60'4335"E
<br />264.00'
<br />RECEIVED 01/27/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />04/09/2021.
<br />MCSR 39367
<br />2967.70'
<br />VOLUME 151, PAGE 216-,,l S00'420400E 39.27'
<br />N0015'06"E 39.27' 908.49'
<br />N
<br />O�
<br />ROPER EYED
<br />P Sv Rv
<br />GEHRKE
<br />REEL 1858, PAGE 414
<br />C Sri �
<br />�S �� S
<br />R ��r
<br />L20�
<br />PROPERTY A
<br />317.54 ACRES BEFORE
<br />299.79 ACRES AFTER
<br />(INCLUDING RIGHT OF WAY)
<br />4.37 ACRES WITHIN
<br />STATE STREET RIGHT OF WAY
<br />PRCE1. P � 24$
<br />34$x' P
<br />REEF
<br />N89'33'330E
<br />S89033'33"W 909.15' 1
<br />MCSR 39367
<br />. SON c )7-
<br />S89 33 33 W �- T7 R1 NE CORNER OF THE
<br />41.25' GEORGE EOFF D.L.C. 46
<br />C56
<br />C46 C3-1/4" ALUMINUM CAP
<br />M.C.S.R. 36742
<br />VOLUME 134 �, 2004 (DOWN 1.8')
<br />PAGE 330 �R V E
<br />ISI '--- S00'54'57"W 528.00'
<br />S00Z4'57"W 528.00' 10---
<br />N89*33933"E 21.25'
<br />VOLUME 151, PAGE 217--.,
<br />I
<br />2S % OSS D
<br />\0
<br />F
<br />0ADJUSTED
<br />NEW LINE
<br />0 �.
<br />v
<br />h
<br />S35'51'05"E 399.61' _
<br />S35'51'05"E 16.54' '
<br />S350519050E 243.49'
<br />L16
<br />L17
<br />L23
<br />S89033'33"E 41.25'
<br />J
<br />S00'54'57"W 555.51'
<br />v -w 5
<br />�j U9
<br />L10 ova
<br />alp L11
<br />L12
<br />�L13
<br />q
<br />Sq�pq L14.
<br />O_
<br />L g
<br />O� .01
<br />S435WO50E 613.35'
<br />S89430919"W 3531.04'
<br />77'
<br />8 PROPERTY 9 S43'58'05"E 395.03'
<br />S--
<br />108.72 ACRES BEFORE
<br />N 126.47 ACRES AFTER
<br />(INCLUDING RIGHT OF WAY) DEED RECORDED IN 3
<br />W REEL 4473, PAGE 11
<br />1.11 ACRES WITHIN
<br />STATE STREET RIGHT OF WAY NOl C4
<br />0 0
<br />g REEL 24$ pR SVRVE`�E,
<br />z P4PPG
<br />REEF 3 REEL 1097, PAGE 252
<br />W9W190W 3811.51'
<br />S89050'1 9"W 3877.50'
<br />CALCULATED EAST �
<br />LINE OF THE GEORGE
<br />EOFF D.L.C. 46
<br />(6 y
<br />h
<br />V)
<br />�W aov
<br />Z IX 0
<br />�0�6
<br />Q U co
<br />W
<br />mUW�'`�
<br />J
<br />LL- �w
<br />00
<br />�w't
<br />Qf-oo
<br />aoWz0
<br />M u
<br />ORIGINAL LINE
<br />LEGEND
<br />• FOUND MONUMENT WITHIN 0.20' OF
<br />SURFACE UNLESS OTHERWISE NOTED
<br />HELD UNLESS OTHERWISE NOTED
<br />MCSR MARION COUNTY SURVEY RECORD
<br />D.L.C. DONATION LAND CLAIM
<br />MR MARKET ROAD
<br />SURVEY/DEED REFERENCES
<br />NOTE: ALL REFERENCES ARE FROM
<br />MARION COUNTY RECORDS
<br />(1) MCSR 36742
<br />(D1) VOLUME 134, PAGE 330
<br />(D2) VOLUME 151, PAGE 216
<br />353.72' (D3) VOLUME 151, PAGE 217
<br />(D4) REEL 3481, PAGE 248
<br />15WWW 95.02'
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO COMPLETE A PROPERTY LINE ADJUSTMENT BETWEEN PARCEL 1 AND
<br />PARCEL 2 OF THAT PROPERTY DESCRIBED IN REEL 3481, PAGE 248, MARION COUNTY DEED RECORDS,
<br />PER MARION COUNTY PROPERTY LINE ADJUSTMENT CASE NO. 20-035.
<br />FOR MY BASIS OF BEARINGS, I HELD NORTH 00'5457" EAST BETWEEN THE NORTHEAST CORNER OF THE
<br />GEORGE EOFF D.L.C. 46 AND THE SOUTHWEST CORNER OF THE C. GRIFFITH D.L.C. 47 PER SURVEY
<br />NUMBER 36742, MARION COUNTY SURVEY RECORDS.
<br />THE BOUNDARIES OF SUBJECT PROPERTY, AS SHOWN HEREON, WERE RESOLVED BY HOLDING RECORD
<br />GEOMETRY FROM DEEDS RECORDED IN VOLUME 134, PAGE 330, VOLUME 151, PAGE 216, VOLUME 151,
<br />PAGE 217, VOLUME 1097, PAGE 252, REEL 1858, PAGE 414 AND REEL 3481, PAGE 248, MARION COUNTY
<br />DEED RECORDS. THE CENTERLINE OF STATE STREET WAS RESOLVED BY HOLDING RECORD GEOMETRY
<br />FROM SURVEY NUMBER 1896, MARION COUNTY SURVEY RECORDS. THERE WAS NO ATTEMPT TO RESOLVE
<br />ANY DISCREPANCIES THAT MAY SHOW UP AS A RESULT OF SAID DEEDS.
<br />NEW PROPERTY LINES WERE ESTABLISHED BY THE DIRECTION OF THE LANDOWNER.
<br />SW CORNER OF THE
<br />C. GRIFFITH D.L.C. 47
<br />3" BRASS CAP IN CONCRETE
<br />M.C.S.R. 4409-BO28
<br />(UP 0.8')
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYO �
<br />SEPTEMBER OREGON, 2017
<br />STEVEN LEE HOWELL
<br />9156
<br />RENEWS: 6--30-2021
<br />
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