V __
<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 />( ) 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? P
<br />B. 0. T. P. Book of Town Platsto
<br />V. = Volume R �� MG�� N
<br />R. = Reel o
<br />P. = Page 0 Z
<br />CH _ Chains -
<br />R/W Right of Way
<br />PLA = Property Line Adjustment
<br />SURVEY REFERENCES:
<br />DEED REFERENCES:
<br />[1 ]
<br />MCSR 2576
<br />R1
<br />R.45627 P.474, MCDR
<br />[2]
<br />MCSR 2595
<br />R2
<br />R.4562, P.475, MCDR
<br />[3]
<br />MCSR 4875
<br />R3
<br />R.45621 P.476, MCDR
<br />[4]
<br />MCSR 19924
<br />R4
<br />V.6219 P.727, MCDR
<br />[5]
<br />MCSR 37776
<br />R5
<br />V.653, P.638, MCDR
<br />[6]
<br />MCSR 32366
<br />R6
<br />R.25747 P.45, MCDR
<br />[7]
<br />MCSR 38351
<br />R7
<br />R.16471 P.339, MCDR
<br />[8]
<br />MCSR 37899
<br />R8
<br />R.3190, P.159, MCDR
<br />[9] MCSR 18104
<br />RECORD OF SURVEY
<br />FOR: GLORIA GEHRING
<br />LOCATED IN THE S.W. & S.E. 1/4 OF SEC. 9 AND THE
<br />N.W. 1/4 & N.E. 1/4 OF SEC. 16, T. 7 S., R. 1 W., W.M,.
<br />MARION COUNTY, OREGON
<br />NOVEMBER 15, 2021
<br />PROPERTY LINE ADJUSTMENT CASE NO. 19-043
<br />�rZ
<br />00 O
<br />SEE SHEET 2 rri V) 3
<br />ORIGINAL PROPERTY 12 SET DOWN 1.0'x` " ' o U')S89 55 21 E 435.04 w
<br />(8.2574, P. 45, MCDR) O � F�
<br />N89'22'33"E 51.85')
<br />(N89'34'41 "E 51.85'CALC)[6]
<br />N89'55'21 "W
<br />290.35'
<br />(EAST 4.38 CH-
<br />289.08'CALC)R6-R7
<br />FOUND MONUMENT LIST:
<br />Q 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WILSON PLS
<br />268711, SET IN MCSR 37899.
<br />Q 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WILSON PLS
<br />268711, SET IN MCSR 38351.
<br />Q 3 1/4" MARION COUNTY ALUMINUM CAP, DOWN 2.01, SET IN MCSR 37776,
<br />HELD FOR SOUTH ONE-QUARTER CORNER.
<br />Q 2-1/2" MARION COUNTY BRASS CAP IN MONUMENT BOX, DOWN 1.5
<br />FEET, SET IN MCSR 37776, HELD FOR SECTION CORNER.
<br />Q 3" MARION COUNTY BRASS CAP, DOWN 1.4 FEET IN MONUMENT BOX,
<br />SET IN MCSR 2595, NORTHEAST CORNER OF THE WEST HALF OF THE
<br />EAST HALF OF THE BLACKERBY D.L.C., N.E. 1/16 CORNER AND
<br />WESTERLY SOUTHWEST CORNER MASCHER CLAIM PER MCSR 32366.
<br />HELD.
<br />Q 1/2" IRON PIPE, DOWN 0.6 FEET, SET IN 18104.
<br />MCSR 39536
<br />2 P 302'
<br />R 38 �GpFZ
<br />SCALE: 1 " = 200'
<br />ADJUSTED LINE #2
<br />�p
<br />TRANSFERRED PROPERTY
<br />ADJUSTED PROPERTY #2 i
<br />� v 0
<br />TRANSFERRED PROPERTY
<br />w
<br />3.55 ACRES
<br />(EXHIBIT "E" R.4562,
<br />��15
<br />O oo R• g,
<br />PLA 2 OF 3
<br />N
<br />EXHIBIT "C"
<br />3
<br />�, a; P •GOR
<br />61.80 ACRES
<br />I
<br />U
<br />R.4562 P. 475, MCDR
<br />c:) "� M
<br />(EXHIBIT "E" R.4562,
<br />gyri
<br />r �n
<br />SET ON u -i
<br />-dam.
<br />SEE DETAIL "A"
<br />P.475, MCDR)
<br />O M
<br />►�
<br />470.74'
<br />0
<br />THIS SHEET
<br />€116.49' CALCJ[8]
<br />Z
<br />W
<br />ch
<br />S89'55'21 "E
<br />--KAUFMAV RD. NE (077.�5
<br />ORIGINAL RRORERTY ,41
<br />(60' R/IY 62.46
<br />B
<br />66.00'
<br />© 1---532.32' - - -
<br />ORIGINAL
<br />- -
<br />LINE
<br />_ 372.58-���
<br />1 435 04
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<br />•
<br />MCSR 39536
<br />SHEET 1 OF 2
<br />(WEST 5.08 CH -335.28')R6
<br />S89'55'21 "E 335.28'-------------------
<br />_!
<br />269.28'
<br />(WEST 4.08 CH -269.28')87 I
<br />S89'55'21 "E I I
<br />66.00' I
<br />(N89'05'27"W
<br />66.00')[7] DETAIL "A"
<br />SCALE: 1" = 100'
<br />I 9 110
<br />f1NLA Y RD. NE (CR 7J6) (60'R/W)
<br /># €1302.64 1[7] O
<br />N89'55'21 "W 1374.20' EAST 20.80 CH 1372.80' R6 128.46' �� `rM n v`- 1-55"21"E
<br />" 16 I 15
<br />1374.20'(EAST \ •gyp (.,aA y � I ©TO QD S89 55 21 E 2605.28
<br />SET ON �• �-1 (S88'05'27"E 2605.28')[7]
<br />APPROX R/W BASIS OF BEARINGS
<br />00
<br />N
<br />TRANSFERRED PROPERTY
<br />ADJUSTED PROPERTY #3
<br />0
<br />.
<br />61.80 ACRES
<br />O
<br />(EXHIBIT "E" R.4562,
<br />EXHIBIT "C"
<br />M
<br />N
<br />R.4562 P. 476, MCDR
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<br />0
<br />LA
<br />�-
<br />SEE NOTE
<br />3
<br />W
<br />ADJUSTED LINE #1
<br />Z N
<br />Q_
<br />ORIGINAL RRORERTY ,41
<br />(R.1647, P. 339, MCDR)
<br />U-) -
<br />ADJUSTED
<br />�. O
<br />O
<br />O
<br />6
<br />N Z
<br />.
<br />€16.62' CALC)[8]
<br />5.60 ACRES
<br />00
<br />3
<br />SOUTH LINE PER
<br />EXHIBIT "C"
<br />00
<br />N
<br />TRANSFERRED PROPERTY
<br />o
<br />PLA 1 OF 3
<br />.
<br />33.71 ACRES
<br />o
<br />(EXHIBIT "E" R.4562,
<br />Z
<br />P.474, MCDR)
<br />(N1'10'11 "W 28.28')R8
<br />28.28' ---,�`_
<br />SW CORNER -
<br />PER R.1647,
<br />P.339, MCDR
<br />�\ T7S R1 W
<br />1/4-o
<br />19
<br />2009
<br />VEC
<br />RF
<br />N89'39'00'W 1421.58' (N89'17'45"E 1421.58')R8
<br />N89'55'21 "W 1421.58' (N89'01'24"E 1421.58' CALC)[8]
<br />NOTE: KAUFMAN ROAD NE RIGHT OF WAY DEPICTED
<br />HEREON IS BASED ON DATA PER MCSR 2576,
<br />BUT NOT DEFINED PER THIS SURVEY.
<br />�pN Cp(i P R � O
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<br />S9 I S10
<br />S16 I S15rSW COR
<br />DLC
<br />2009 � C �
<br />!RVEYO � U N ��
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<br />SEE DETAIL
<br />"B" THIS SHEET I
<br />I
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<br />�-
<br />SEE NOTE
<br />�� II
<br />W
<br />oM
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<br />BELOW 1
<br />Q_
<br />I
<br />o
<br />ADJUSTED
<br />` v
<br />O
<br />PROPERTY #1
<br />.
<br />€16.62' CALC)[8]
<br />5.60 ACRES
<br />00
<br />SOUTH LINE PER
<br />EXHIBIT "C"
<br />w' r^
<br />N
<br />BOUNDARY LINE AGREEMENT
<br />R.4562 P. 474,
<br />°'_ -a
<br />R.3190, P.159, MCDR
<br />MCDR
<br />r^ o
<br />w
<br />`
<br />1n
<br />S89'34'27'W 413.13'
<br />o
<br />N89'39'00"W 1421.58'
<br />o
<br />N89'39'00'W 1421.58' (N89'17'45"E 1421.58')R8
<br />N89'55'21 "W 1421.58' (N89'01'24"E 1421.58' CALC)[8]
<br />NOTE: KAUFMAN ROAD NE RIGHT OF WAY DEPICTED
<br />HEREON IS BASED ON DATA PER MCSR 2576,
<br />BUT NOT DEFINED PER THIS SURVEY.
<br />�pN Cp(i P R � O
<br />nslRiw ti� �
<br />nti
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<br />S9 I S10
<br />S16 I S15rSW COR
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<br />2009 � C �
<br />!RVEYO � U N ��
<br />0 Q
<br />SEE DETAIL
<br />"B" THIS SHEET I
<br />I
<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 FO@BARKERWI LSON. COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />O R E G O N
<br />JULY 19, 1994
<br />GREGORY L. WHSON
<br />2687
<br />EXPIRES: 6/30/2022
<br />ii
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<br />0
<br />0
<br />0 o
<br />(n
<br />U
<br />€16.62' CALC)[8]
<br />00
<br />SOUTH LINE PER
<br />N
<br />BOUNDARY LINE AGREEMENT
<br />R.3190, P.159, MCDR
<br />N89'39'00"W 1421.58'
<br />21.52'(N1'16'31 "W 21.52')R8 ----'l
<br />SE CORNER
<br />I
<br />PER R.1647,
<br />P.339, MCDR
<br />I
<br />DETAIL "B"
<br />I I
<br />SCALE: 1 " = 50'
<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 FO@BARKERWI LSON. COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />O R E G O N
<br />JULY 19, 1994
<br />GREGORY L. WHSON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
|