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NARRATIVE:
<br />The purpose of this survey is to show a property line adjustment between those
<br />properties described in Reel 1647, Page 339, MCDR (Original Property #1), Reel 2574, Page
<br />45, MCDR (Original Property #2), Volume 653, Page 638, MCDR (Original Property #3) and
<br />Volume 621, Page 727, MCDR (Original Property #4), as approved by Marion County
<br />Property Line Adjustment Case No. 19-043. The Basis of Bearings used for this survey is
<br />between monuments C and D, the line being held as South 89°55'21" East per OCRS Salem.
<br />Bearings are based on OCRS (Oregon Coordinate Reference System) Salem Zone - NAD
<br />83(2011) EPOCH 2010.00, using the ORGN (Oregon Real Time GNSS Network). The
<br />boundaries of the four individual properties were determined as follows:
<br />Property #1 - I held monuments C and D for the north line. I held record distance Easterly
<br />from monument B per MCSR 38351 for the northeast corner and held data per Reel 1647,
<br />Page 339 for the east line Southeasterly to Cascade Highway. I held the calculated 1/16
<br />corner at Finlay Road and Cascade Highway and a point at record distance Easterly from
<br />monument A per MCSR 37899 for the portion of the east line along Cascade Highway,
<br />extending said line Southerly to the southeast comer of said Reel 1647, Page 339. 1 held the
<br />south line of said deed parallel with the Section line and held record distance Westerly per
<br />MCSR 37899 for the southwest corner of said deed. I then held record data from the
<br />boundary line agreement recorded in Reel 3190, Page 159, MCDR to determine the
<br />southeast and southwest corners of. Property #1. 1 held record distance Westerly from
<br />monument C per MCSR 37899 to determine the northwest corner of the subject property.
<br />Property #2 - 1 held monuments C and D for the south line. I held monuments B for the east
<br />line. I held the calculated record distances Easterly from monuments F and J per MCSR
<br />32366 to determine the west line. I held prorated distances along the Northerly courses
<br />between the calculated northwest comer and monument B at the northeast comer per Reel
<br />2574, Page 45 to determine the north line of the subject property.
<br />Property #3 -1 held the above determined north line for the south line of Property #3 (also
<br />being the final Adjusted Line for the third property line adjustment deed recorded in Reel
<br />4372, Page 486, MCDR). I held a best fit between monuments G, H and I with the deed data
<br />per Volume 653, Page 638 for the remaining boundary.
<br />Property #4 -1 held monument I for the northeast corner and held best fit deed data per
<br />Volume 621, Page 727 for the boundary of the subject property.
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />0
<br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped 'WLSON PLS 2687"
<br />•
<br />= Found monument (see found monument list)
<br />( )
<br />= Data of record per survey noted
<br />= Record and measured data per survey noted
<br />MCSR
<br />= Marion County Survey Records
<br />MCDR
<br />= Marion County Deed Records
<br />CALC
<br />= Calculated Survey Value
<br />B.O. T. P.
<br />= Book of Town Plats
<br />V.
<br />= Volume
<br />R.
<br />= Reel
<br />P •
<br />= Page
<br />CH
<br />= Chains
<br />R/W
<br />= Right of Way
<br />PLA
<br />= Property Line Adjustment
<br />FOUND MONUMENT LIST:
<br />RECORD OF SURVEY
<br />FOR: GLORIA GEHRING
<br />LOCATED IN THE S.W. & S.E. 1/4 OF SEC.
<br />N.W. 1/4 & N.E. 1/4 OF SEC. 16, T. 7 S., R.
<br />MARION COUNTY, OREGON
<br />NOVEMBER 15, 2021
<br />PROPERTY LINE ADJUSTMENT CASE NO.
<br />o
<br />R•�1 ICOR
<br />O N
<br />ao 0
<br />N W
<br />L�
<br />w
<br />o �
<br />0 0
<br />(S89'59'E 21.12')R4 z z
<br />S89'53'16"E 21.12'
<br />0.ri) ;
<br />�0i
<br />� M
<br />w�OD
<br />OZ
<br />0
<br />O
<br />AND THE
<br />1 W., W. M'.
<br />19-043
<br />(N89'59'W 211.12')[4]
<br />S89'53'16"E
<br />(NO -09'E 114.18')[4] 211.12'
<br />N00'14'44"E 114.18'-'--I Q (all
<br />S89'53'16"E 1056.51' (S89'59'E 1056.00')R4 O
<br />I
<br />o �
<br />I� U-)
<br />IM o0
<br />LO
<br />(� co c6
<br />0
<br />o
<br />I� �3
<br />to �o
<br />ORIGINAL PROPERTY #4 I o N O
<br />(V.621, P.727, MCDR) ADJUSTED PROPERTY #4 10
<br />(N89'59'W 529.64') R4
<br />N89'53'16"W 529.64'
<br />N89'53'16"W 446.43'
<br />168.96'
<br />(NORTH 168.96)R5
<br />(2.56 CH -168.96')[3]
<br />€39.48' CALCI[6]
<br />1 P
<br />Ar -Bb'
<br />R 5Ar cCpR
<br />u �
<br />I
<br />to �
<br />ri
<br />N00
<br />CO 0
<br />LO
<br />3
<br />3l
<br />LO
<br />N
<br />N N
<br />0
<br />o z
<br />MCSR 39536
<br />SCALE: 1" = 200'
<br />288'
<br />p P-
<br />R
<br />41.19 ACRES I (S89'59'E 523.72')R5
<br />EXHIBIT "D"
<br />R.4562 P. 476, MCDR (? �- S89'53'16"E 523.72'
<br />"UNSURVEYED"
<br />13
<br />83.21' (S89'59'E 103.25')R5 I
<br />I�
<br />N63'05'16"W 194.16' ( o
<br />(N6,3 -11 'W 194.16')R4 10
<br />N38'43'16"W 150.30' TRANSFERRED PROPERTY
<br />\� (N38'49'W 150.30')84 PLA 3 OF 3
<br />\ 22.05 ACRES
<br />\ I (EXHIBIT "E" R.4562,
<br />P.476, MCDR)
<br />H'I'S , (N 6�S8i6�
<br />2A8�s�. 68 04 ;� �. 49, w_.
<br />�L9 &- ; 301-49 4X\ -ORIGINAL LINE #3
<br />110 %*1 9)84
<br />O cy6`S /-ORIGINAL LINE 2 ORIGINAL PROPERTY #3
<br />N �AN �8, # (V.653. P.638. MCDR)
<br />�0.,
<br />�s
<br />U
<br />O
<br />N
<br />0
<br />V)
<br />000
<br />ADJUSTED LINE #3
<br />N73'05'32"W 241.46' -•
<br />(N74'45'W 3.57 CH -235.62')R6 .�
<br />N78'32'32"W 144.74'
<br />(N80'12'W 2.14 CH -141.24')R6
<br />N73'20'32"W 216.44'
<br />(N75'W 3.20 CH -211.20')R6
<br />ORIGINAL PROPERTY hf2
<br />(8.2574, P.45, MCDR)
<br />TRANSFERRED PROPERTY
<br />PLA 2 OF 3
<br />61.80 ACRES
<br />(EXHIBIT "E" R.4562,
<br />P.475, MCDR)
<br />SEE SHEET 1
<br />(N89'59'W)R5
<br />N89'53'16"W
<br />211.30'
<br />tisk
<br />(�63•�S3 � 266
<br />3SS k' � 3 98
<br />4320S20S�
<br />)�6 Oyu
<br />000
<br />0
<br />0
<br />rn
<br />3
<br />0
<br />16P49'
<br />R.2 M01
<br />SHEET 2 OF 2
<br />;k
<br />Q
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WILSON PLS
<br />SURVEY REFERENCES:
<br />DEED REFERENCES:
<br />268711, SET IN MCSR 38351.
<br />[1 ]
<br />MCSR 2576
<br />R1
<br />R.4562, P.474, MCDR
<br />[2]
<br />MCSR 2595
<br />R2
<br />R.45621 P.475, MCDR
<br />REGISTERED
<br />©
<br />3" IRON PIPE PINCHED, SET IN MCSR 19924.
<br />[3]
<br />MCSR 4875
<br />R3
<br />R.4562, P.476, MCDR
<br />PROFESSIONAL
<br />[4]
<br />MCSR 19924
<br />R4
<br />V.6211 P.727, MCDR
<br />BARKER
<br />LAND SURVEYOR
<br />Q
<br />��
<br />3 IRON PIPE, SET IN MCSR 19924.
<br />[5]
<br />[6]
<br />MCSR 37776
<br />MCSR 32366
<br />R5
<br />R6
<br />V.653,P.638, MCDR
<br />8.2574, P.45, MCDR
<br />S U RV EY I N G
<br />Q
<br />1-1/2" IRON PIPE INSIDE 3" IRON PIPE, SET IN MCSR 19924.
<br />[7]
<br />MCSR 38351
<br />R7
<br />R.16472 P.339, MCDR
<br />3657 KASHMIR WAY SE
<br />vO R E G 0 N
<br />[8]
<br />MCSR 37899
<br />R8
<br />R.31901 P.159, MCDR
<br />SALEM, OREGON 97317
<br />JULY 19, 1994
<br />Q
<br />1/2" IRON PIPE, SET IN MCSR 18104.
<br />[9]
<br />MCSR 18104
<br />PHONE 503 588-8800
<br />GREGORY L. TWON
<br />FAX 503 363-2469
<br />2687
<br />EMAIL: INFOOBARKERWILSON.COM
<br />EXPIRES: 6/30/2022
<br />MCSR 39536
<br />
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