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TRACT 1 OF
<br />IS82'45'E 1030-26'1 REEL 3251, PAGE 45,
<br />O 583.29'35 "E 10 R3 MCD R
<br />28.58' M&R 1
<br />THIS POINT IS SHOWN AS
<br />BEING 14.94 CHAINS SOUTH
<br />OF THE NORTHWEST CORNER N00'08'30'E
<br />OF SECTION 31, TOWNSHIP41.50' A
<br />5 SOUTH, RANGE 2 WEST OF
<br />THE WILLAMETTE MERIDIAN IN [N00'08'E
<br />MARION COUNTY, OREGON AS 41.5'] R6
<br />PER MARION COUNTY SURVEY
<br />19011.
<br />W/Wan-043
<br />The purpose of this survey was to adjust the property line between
<br />those tracts of land described in Reel 3251, Page 45, and Reel 3851,
<br />Page 203, Marion County Deed Records as approved by Marion County
<br />Property Line Adjustment Case No. 20-036. The basis of bearings for
<br />this survey is between found monuments "C" and "B" as shown on
<br />Marion County Survey 38744 said found monuments were also held for
<br />the East line of the subject property. Found monuments "A" and "B"
<br />were held for the North property line. The North right of way of Matheny
<br />Rd. was established by record bearing and distance from found
<br />monuments "C" and "F" as shown on Marion County Survey 38744. The
<br />right of way width was incorrectly shown on Marion County Survey 38744.
<br />It was shown as 60' wide when it should have been 50'. The correct
<br />right of way is shown hereon. Found monuments "A" and "F" were held
<br />for the West line and projected Southerly to the North right of way of
<br />Matheny Rd. The adjusted property line was then established by my
<br />clients design.
<br />EQUIPMENT AND PROCEDURE
<br />A LEICA TS12 Electronic Total Station Survey System;
<br />CARLSON SURVEY Data Collector with supplemental
<br />hand-written field survey notes were used in this survey.
<br />SURVEY
<br />AND
<br />DEED REFERENCES
<br />CHORD LENGTH
<br />CHORD BEARING
<br />R1
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />38744.
<br />R2
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />5594.
<br />R3
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />4929.
<br />R4
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />11796.
<br />R5
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />16605.
<br />R6
<br />Indicates
<br />record
<br />information
<br />from
<br />Marion
<br />County
<br />Survey
<br />19011.
<br />D1
<br />Indicates
<br />record
<br />information
<br />from
<br />Reel 3851, Page 203,
<br />Marion
<br />00
<br />County Deed Records.
<br />OZ
<br />�o
<br />oM
<br />MONUMENT REFERENCES
<br />QA
<br />1/2" IP, DOWN 0.8', AN 3/4" IR BEARS 0.17' S14'20'11 "E, SET IN R6
<br />QB 5/8" IR WITH DESTROYED YPC, SET IN R1
<br />© 5/8" IR WITH YPC, MARKED "PETERSEN PLS 61408", SET IN R1
<br />OD 3/4" IP, DOWN 1.0', SET IN R6
<br />QE 5/8" IR, 22.86' N00'03'00"W FROM R/W, DOWN 0.4', ORIGIN UNKNOWN
<br />QF BENT 5/8" IR WITH YPC, MARKED "PETERSEN PLS 61408"
<br />0.21' S79020'00"E, UP 0.2', SET IN R1
<br />© 3" BRASS CAP, UP 0.3', SEE DETAIL, SET IN R5
<br />(S82•45 S82054'34"E l
<br />E 812.40) Di 18.54' 1
<br />[S83'00'E 794.01 '
<br />N82-599 55 "W 793.86 �� R6
<br />14 &8c 1
<br />N82'59055 �.
<br />793' 93. MdcR 1
<br />ORIGINAL
<br />PROPERTY
<br />LINE
<br />N81 *56'24"W J
<br />18.50' M&R 1
<br />45.45' M&R 1
<br />01/2 of IRON SHAFT, DOWN 0.6', SET IN R3 Cr3w__,
<br />0'WX51
<br />DEED NO TE:
<br />The resultant deed for this property line adjustment is
<br />recorded as Reel 4466, Page 436, Marion County Deed
<br />Records.
<br />4
<br />?0
<br />N00008'58"W N89'51'02"E 331.94'
<br />140.00'
<br />.1
<br />l� N89'51'02"E 474.89'
<br />o
<br />0
<br />N U')
<br />U') M
<br />r7
<br />4.97 Acres
<br />N QF [WEST791.01'] R2 Q
<br />N89. 51 02" E 791.01 M&R 1
<br />-S89651'02"W 643.86'-
<br />CURVE TABLE
<br />[N00'08'E
<br />41.5'] R6
<br />S00'03'00"W
<br />41.50' M&R 1
<br />N89'51'02"E
<br />15.00' M&R1
<br />(15.00') C D1
<br />MCSR 39432
<br />PROPERTY LINE ADJUSTMENT
<br />LOCATED IN THE
<br />NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 31,
<br />TOWNSHIP 5 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />MATHEN Y RD NE (MR 24)
<br />S89051'02"W
<br />[S89'51 '02"W] R1 I -
<br />CURVE
<br />RADIUS
<br />ARC LENGTH
<br />CHORD LENGTH
<br />CHORD BEARING
<br />DELTA ANGLE
<br />C1
<br />979.93'
<br />162.96'
<br />162.96'
<br />3�
<br />9'28'40"
<br />C2
<br />979.93'
<br />152.30'
<br />152.15'
<br />S75052'1 1 "W
<br />8057'18"
<br />C3 M&R11
<br />954.93'
<br />1 307.22'
<br />305.90'
<br />N80'38'029'E
<br />18'26'00"
<br />3.
<br />MCDR - Marion County Deed Records
<br />Oso
<br />o
<br />4.
<br />R/W - Right-of-way
<br />RECEIVED 05/14/2021 BY
<br />COR 72
<br />0 C/)
<br />5.
<br />N 4
<br />27.85 Acres
<br />COUNT`S
<br />I m
<br />O
<br />0 - Set 5/8" x 30" iron rodwith a YPC
<br />APPROVED FOR FILING ON
<br />marked PETERSEN PLS 61408, on April 12, 2021
<br />n
<br />N
<br />F-
<br />W
<br />06/29/2021.
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<br />ADJUSTED
<br />o0 0
<br />PROPERTY
<br />z o
<br />LINE
<br />Z
<br />45.45' M&R 1
<br />01/2 of IRON SHAFT, DOWN 0.6', SET IN R3 Cr3w__,
<br />0'WX51
<br />DEED NO TE:
<br />The resultant deed for this property line adjustment is
<br />recorded as Reel 4466, Page 436, Marion County Deed
<br />Records.
<br />4
<br />?0
<br />N00008'58"W N89'51'02"E 331.94'
<br />140.00'
<br />.1
<br />l� N89'51'02"E 474.89'
<br />o
<br />0
<br />N U')
<br />U') M
<br />r7
<br />4.97 Acres
<br />N QF [WEST791.01'] R2 Q
<br />N89. 51 02" E 791.01 M&R 1
<br />-S89651'02"W 643.86'-
<br />CURVE TABLE
<br />[N00'08'E
<br />41.5'] R6
<br />S00'03'00"W
<br />41.50' M&R 1
<br />N89'51'02"E
<br />15.00' M&R1
<br />(15.00') C D1
<br />MCSR 39432
<br />PROPERTY LINE ADJUSTMENT
<br />LOCATED IN THE
<br />NORTHWEST AND SOUTHWEST QUARTERS OF SECTION 31,
<br />TOWNSHIP 5 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN,
<br />MARION COUNTY, OREGON
<br />MATHEN Y RD NE (MR 24)
<br />S89051'02"W
<br />[S89'51 '02"W] R1 I -
<br />CURVE
<br />RADIUS
<br />ARC LENGTH
<br />CHORD LENGTH
<br />CHORD BEARING
<br />DELTA ANGLE
<br />C1
<br />979.93'
<br />162.96'
<br />162.96'
<br />N85005'11 1 "E
<br />9'28'40"
<br />C2
<br />979.93'
<br />152.30'
<br />152.15'
<br />S75052'1 1 "W
<br />8057'18"
<br />C3 M&R11
<br />954.93'
<br />1 307.22'
<br />305.90'
<br />N80'38'029'E
<br />18'26'00"
<br />MCSR 39432
<br />30' I
<br />0 200 400
<br />SCALE IN FEETLn
<br />1 "=200'
<br />I
<br />I
<br />Z �
<br />W
<br />O�
<br />I
<br />25'
<br />L 25'
<br />"This map does not guarantee that any
<br />particular use may be made of the
<br />property illustrated hereon. Parties
<br />should check with the City or County
<br />planning department to verify approved
<br />uses."
<br />30'
<br />V-
<br />LEGEND:
<br />MARION
<br />_
<br />1.
<br />All monuments found erect, flush, in good
<br />T5S R2W
<br />condition and useable unless otherwise noted.
<br />S 31
<br />rfj o
<br />2.
<br />MCSR - Marion County Survey Records
<br />r- �N
<br />3.
<br />MCDR - Marion County Deed Records
<br />NW DLC
<br />o
<br />4.
<br />R/W - Right-of-way
<br />RECEIVED 05/14/2021 BY
<br />COR 72
<br />0 C/)
<br />5.
<br />M&R1 - Measured and Record Match
<br />MARION COUNTY SURVEYOR.
<br />COUNT`S
<br />6.
<br />0 - Set 5/8" x 30" iron rodwith a YPC
<br />APPROVED FOR FILING ON
<br />marked PETERSEN PLS 61408, on April 12, 2021
<br />DETAIL MONUMENT "G"
<br />06/29/2021.
<br />NOT TO SCALE
<br />MCSR 39432
<br />30' I
<br />0 200 400
<br />SCALE IN FEETLn
<br />1 "=200'
<br />I
<br />I
<br />Z �
<br />W
<br />O�
<br />I
<br />25'
<br />L 25'
<br />"This map does not guarantee that any
<br />particular use may be made of the
<br />property illustrated hereon. Parties
<br />should check with the City or County
<br />planning department to verify approved
<br />uses."
<br />30'
<br />
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