REQORD OF SUIRVEY :
<br />FOR: STEVEN AND CARRELL DESHAW & DESHAW TREE FARMS
<br />MARION COUNTY,OREGON
<br />JANUARY 25, 2023
<br />PROPERTY ADJUSTMENT CASE !22-023
<br />The purpose of this survey is to shove a property line adjustment between those
<br />properties described in Reel 2050, Page 52, and Reel 2467, Page 153, Marion
<br />County Deed Records, per Marion County Property Line Adjustment Case No.
<br />22-023. The Basis of Bearings used was along the east line of the subject property,
<br />between the brass cap Section Corner and the 1" iron pipe held as the Forth 1116
<br />Corner of Sections 9/10, the line being held as South 00020'49" East per OCRS
<br />(Oregon Coordinate Reference System) Salem Zone - NAD 83(2011) EPOCH
<br />2010.00, using the ORGN (Oregon Real Time GNSS Network).
<br />The two subject property deeds call to being the east and west one -halves of the
<br />east one-half of the Northeast Quarter of the Northeast Quarter of Section 9. To
<br />determine the boundary of the subject properties, I first resolved the NE 1/4 of the
<br />NE 1/4 of Section 9 by holding the aforementioned brass carp Section Corner and 1"
<br />iron pipe North 1/16 Corner, as well as the Azimuth cap at the E 1/16 Corner of
<br />Sections 4/9 and a point 4.20 feet Northerly from the found iron rod referencing the
<br />NE 1/16 Comer, per MCSR 33468. I then held the mid -point on the north and south
<br />lines of the NE 114 of the NE 1/4 to determine the west line of the subject property. I
<br />then held the mid -point on the north and south lines of the East One-half of said NE
<br />114 of the NE 1/4 to determine the original line.
<br />A Property Line Adjustment Deed was recorded in Reel 4666, Page 115, Marion
<br />County Deed Records, with proper monuments being set at the limits of the adjusted
<br />line as directed by our client.
<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 "WILSON PLS 2687"
<br />!�
<br />= Found monument as noted
<br />( )
<br />= Data of record per survey noted
<br />= Record and measured data per survey noted
<br />[]
<br />= Survey reference number
<br />MCSR
<br />= Marion County Survey Records
<br />MCDR
<br />_ Marion County, Deed Records
<br />CALL
<br />Calculated Survey Value
<br />',
<br />JUY 19, 1994
<br />GREGOIff 1, i
<br />2687
<br />EXPIRES. 6/30/2024
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />OREGON
<br />PHONE
<br />FAX • 4•
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<br />!. FILING ON
<br />001/16/90as
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<br />5/8" IRON ROD WITH
<br />YELLOW PLASTIC CAP
<br />STAMPED "AZIMUTH",
<br />SET IN MCSR 33468
<br />N89'08'06"E 1313.68' (19.90 CHAIN S-1 313.40')[1 ] (S89'21'W 1313.40')[3] (S89'28'47"W 1313.40')[4]
<br />656.84' SECTION 4 _
<br />656.84' (656.70' CALC 3 )[ ]
<br />------------------7 328 351)[31
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<br />FOR
<br />E 158,
<br />3669, P
<br />AG
<br />REEL
<br />SCALE: 1 " = 100'
<br />DEED REFERENCES:
<br />R1
<br />REEL 2050, PAGE 52, MCDR
<br />R2
<br />REEL 2467, PAGE 153, MCDR
<br />SURVEY REFERENCES:
<br />[1 ]
<br />MCSR 7584
<br />[2]
<br />MCSR 20715
<br />[3]
<br />MCSR 22470
<br />[4]
<br />MCSR 33468
<br />[5]
<br />MCSR 38012
<br />MG�R
<br />�E 222a
<br />PA
<br />3805,
<br />R EEC
<br />s 328.42 (328.35 )[3] (� 328.42 ( SECTION 9
<br />5/8" IRON ROD, ( 3" BRASS CAP,
<br />SET IN MCSR 22470, 1 SHOWN IN-)
<br />FOUND S05'50'27" E 0.88' 1 MCSR 38012
<br />FROM CORNER
<br />I n4_3
<br />I N0 TRANSFERRED PROPERTYI EXHIBIT "E", REEL 4666,
<br />PAGE 115, MCDR I C
<br />8.74 ACRES ( 0 U N -�
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<br />N89'52'53"E 225.11'
<br />1
<br />1 ADJUSTED PROPERTY "B"
<br />1 EXHIBIT "D", REEL 4666,
<br />PAGE 115, MCDR
<br />0) I 18.91 ACRES
<br />ADJUSTED I
<br />PROPERTY "A" N- - - - to
<br />`�- EXHIBIT "C",to
<br />W_ - I
<br />t N REEL 4666, ® N
<br />PAGE 115, MCDR UJ
<br />w 1.42 ACRES O
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<br />ORIGINAL
<br />6 ACRES III ORIGINAL
<br />RlGlN�0, PAA�RES
<br />EEC 2461,
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<br />-.y ( [.-WELL AGREEMENT AND EASEMENT
<br />I 1 I FOR INGRESS AND EGRESS PER
<br />I I I REEL 4676, PAGE 87, MCDR
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<br />60' 1 d 331.08' (331.25)[3
<br />_ 662.15' (662.50' CALC)[3]
<br />5/8" IRON ROD, DOWN 0.9, SET IN S89'34'20"W 1324.31' (S87.28E 20.12 CHAINS-1327.92')[1 ]
<br />MCSR 20715, FOUND S00'06'41 "E (S89'51'W 1324.82' CALC)[2] (N89'51'E 1325.00')[3]
<br />4.20' FROM NE 1/16 CORNER
<br />(SO'31'W 4.20')[2] REEL 4575, PAGE 64, MCDR
<br />I 331.08' (331.25')[3]
<br />662.15'
<br />RF_L 4341, 1" IRON PIPE,
<br />PAGE 19, MCDR DOWN 1.5 , -
<br />SET IN MCSR 7584
<br />SHEET 1 OF 1
<br />SECTION 3 _
<br />SECTION 10
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<br />REEL 931,
<br />PAGE 416,
<br />MCDR
<br />
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