01
<br />r
<br />T
<br />0
<br />N
<br />3
<br />tD
<br />N
<br />0
<br />c0
<br />0
<br />N
<br />W
<br />0
<br />r-
<br />0
<br />z
<br />25' OTTER LANE NE
<br />1
<br />N85'32'336 7650. 53'
<br />)[3]
<br />(N85'47'E
<br />N85732'33"E 637.79'
<br />(WEST 38 RODS -627 )R1
<br />i
<br />SEE DETAIL "A"
<br />SHEET 2
<br />/ X00
<br />/ 2
<br />tK
<br />o1x ASA
<br />StiR'
<br />5. W�
<br />09
<br />I o
<br />RECORD OF SURVEY
<br />FOR: MARY J KRAEMER
<br />LOCATED IN NW 1/4, SW 1/4, & SE 1/4 OF SECTION
<br />T. 6 S., R. 1 E., W.M., MARION COUNTY, OREGON
<br />NOVEMBER 26, 2021
<br />PROPERTY LINE ADJUSTMENT CASE N0. 21-045
<br />0
<br />JV
<br />a
<br />Aryl
<br />SEE DETAIL "B"
<br />SHEET 2
<br />SCALE: 1 = 200 Q X�,/
<br />/ /,� / a
<br />� X
<br />ORIGINAL PROPERTY "8" / / /�
<br />W
<br />FOUND MONUMENT LIST:
<br />Q 1" axle, down 0.8'. Set in [1].
<br />Q 2" axle, down 0.5'. Set in [1].
<br />Q 5/8" iron rod (no cap). Set in [3].
<br />Q 5/8" iron rod with yellow plastic cap (unreadable). Set in [3].
<br />Q 3/4" iron pipe (unknown origin). Shown in [2].
<br />Q 3-1/4" aluminum disk in concrete, SW corner DLC 41. Set in [5]
<br />(PARCEL /, R. 4174,
<br />O�
<br />P. 278, MCDR)
<br />33.98 ACRES �ro-bi
<br />�/ /Q '� i /-
<br />M
<br />_ G
<br />N G�
<br />OAC „gyp / G,Z`
<br />qq 45
<br />of ORIGINAL LINE
<br />/
<br />ADJUSTED PROPERTY "B"
<br />/ EXHIBIT D, R. 4567, P. 277, MCDR
<br />/ 94.90 ACRES
<br />/ "UNSURVEYED"
<br />/N00*27'30"E 335.93'
<br />/ (N00'03'40"E 335.90')[21
<br />PG ``3� `'`�•
<br />ORIGINAL PROPERTY "A"
<br />(PARCEL ///, R. 4174,
<br />P. 278, MCDR)
<br />66.90 ACRES
<br />/ TRANSFERRED PROPERTY
<br />k P / EXHIBIT E, MCDR 4567, P. 277, MCDR
<br />\0� c0G 60.92 ACRES
<br />T6S ME y)�
<br />S 8 C 41
<br />/ C 43
<br />/ s 2006
<br />/ CSR V E '� o
<br />r
<br />RECEIVED 11/30/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />03/01/2022.
<br />MCSR 39546
<br />N89'58'34"W 2317.38' (S89",35'1 0"W 2317.27)[2]
<br />SURVEY REFERENCES:
<br />[1]
<br />MCSR 13743
<br />[2]
<br />MCSR 28389
<br />[3]
<br />MCSR 30805
<br />[4]
<br />MCSR 34663
<br />[5]
<br />MCSR 37045
<br />DEED REFERENCES:
<br />R1 R. 4174, P. 728, MCDR
<br />MCSR 39546
<br />SHEET 1 OF 2
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />0 = Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687"
<br />• = Found monument (see found monument list)
<br />[#] = Survey reference number
<br />( ) = Data of record per survey noted
<br />= Record and measured data per survey noted
<br />MCSR = Marion County Survey Records
<br />MCDR = Marion County Deed Records
<br />CALC = Calculated Survey Value
<br />CR = County Road
<br />V. = Volume
<br />R. = Reel
<br />P. = Page
<br />CH = Chains
<br />PC = Point of Curvature
<br />PT = Point of Tangency
<br />NARRATIVE:
<br />The purpose of this survey is to show a property line adjustment between those
<br />properties described as Tract I and Tract III in that instrument recorded in Reel 4174, Page
<br />278, Marion County Deed Records ("deed"), per Marion County Property Line Adjustment
<br />Case No. 21-045. The Basis of Bearings used for this survey is between monuments B and
<br />A, the line being held as North 40°37'12" East per OCRS Salem. Bearings are based on
<br />OCRS (Oregon Coordinate Reference System) Salem Zone - NAD 83(2011) EPOCH
<br />2010.00, using the ORGN (Oregon Real Time GNSS Network). This line was also held for
<br />the original line between said Parcel I and Parcel III. To determine the north line of the
<br />subject property, I held monuments C and D for the north line of Otter Lane NE and offset
<br />said line 25' to the South per deed. I held monuments F, B and D for the west line of the
<br />subject property per MCSR 28389 and MCSR 30805. To determine the south line of the
<br />subject property, I held monument F and prorated the data from MCSR 28389 between said
<br />monument F and a point 1.33 feet Southeasterly of monument E per said survey. To
<br />56`1C determine the alignment of the county road, I held the record station and offset at
<br />monument C and held record offset at monument E from the centerline of the county road
<br />SSP
<br />CO `ti per MCSR 34663. After rotating said centerline from said survey, I match the offset value at
<br />/o� monument A as shown in said MCSR 34663 within 0.04.
<br />/fix
<br />coy
<br />X 40
<br />ADJUSTED
<br />LINE
<br />ADJUSTED PROPERTY "A"
<br />EXHIBIT C, R. 4567,
<br />P. 277, MCDR
<br />5.98 ACRES
<br />S�
<br />S60%
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503) 588-8800
<br />FAX (503) 363-2469
<br />EMAIL: I N F0O6 ARKER WI LSON. COM
<br />A'
<br />tk.
<br />me
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JULY 19, 1994
<br />GREGORY L. WWI SON
<br />2687
<br />EXPIRES: 6/30/2022
<br />LINE TABLE
<br />LINE #
<br />BEARING
<br />DISTANCE
<br />L1
<br />S66'29'42"E
<br />77.59'
<br />L1[41
<br />N66'20'00"W
<br />77.59'
<br />L2
<br />S74'12'41 "E
<br />85.24'
<br />L2[41
<br />N74 -02'59"W
<br />85.24'
<br />L3
<br />S43'32'48"E
<br />117.11'
<br />L3[4]
<br />N43'23'06"W
<br />117.11'
<br />L4
<br />S37'38'07"E
<br />191.10'
<br />L4[4]
<br />N37'28'24"W
<br />191.10'
<br />' CURVE DATA
<br />CURVE
<br />RADIUS
<br />DELTA
<br />ARC LENGTH
<br />CHORD BEARING
<br />DIST.
<br />C1
<br />4,155.00'
<br />08'13'46"
<br />596.79'
<br />S43'40'35"E
<br />596.27'
<br />C1 [4]
<br />4155.00'
<br />08'13'46"
<br />596.78'
<br />-
<br />596.27'
<br />C2
<br />4,155.00'
<br />3'38'28"
<br />264.04'
<br />S4102256"E
<br />263.99'
<br />C3
<br />4,155.00'
<br />0026'36"
<br />32.15'
<br />S43'25'28"E
<br />32.15'
<br />C4
<br />4,155.00'
<br />4'08'42"
<br />300.59'
<br />S45'43'07"E
<br />300.53'
<br />C5
<br />300.00'
<br />18'42'14"
<br />97.93'
<br />S57'08'35"E
<br />97.50'
<br />C5[4]
<br />300.00'
<br />18'42'14"
<br />97.93'
<br />-
<br />97.50'
<br />C6
<br />300.00'
<br />9'48'20"
<br />51.34'
<br />S52641'38"E
<br />51.28'
<br />C7
<br />300.00'
<br />8'53'54"
<br />46.59'
<br />S6200245"E
<br />46.55'
<br />C8
<br />535.00'
<br />36047'00"
<br />343.46'
<br />S48'06'12"E
<br />337.60'
<br />C8[4]
<br />535.00'
<br />36'47'00"
<br />343.46'
<br />-
<br />337.60'
<br />C9
<br />425.00'
<br />23'35'06"
<br />174.95'
<br />S41'30'15"E
<br />173.71'
<br />C9[4]
<br />425.00'
<br />23'35'06"
<br />174.94'
<br />-
<br />173.71'
<br />C10
<br />460.00'
<br />20'54'53"
<br />167.91'
<br />S63'45'15"E
<br />166.98'
<br />C10[4]
<br />460.00'
<br />20'5453"
<br />167.91'
<br />-
<br />166.98'
<br />C11
<br />200.00'
<br />30'39'53"
<br />107.04'
<br />S5805294519E
<br />105.77'
<br />C11 [4]
<br />200.00'
<br />30'39'53"
<br />107.04'
<br />-
<br />105.77'
<br />C12
<br />600.00'
<br />05054'41 "
<br />61.90'
<br />S40'35'28"E
<br />61.88'
<br />C12[4]
<br />600.00'
<br />05'54'41"
<br />61.90'
<br />-
<br />61.88'
<br />
|