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<br />RECORD OF SURVEY
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<br />C OFOR: DAVID &CHERYL MOLSTAD & BYRON &CAROL MIKKELSON
<br />R2w ti LOCATED IN THE IN THE S.W. 1/4 & S.E. 1/4 OF SECTION 25 & IN THE S.E. 1/4 SEC. 26,
<br />MARION COUNTY, OREGON
<br />LS25 -< OCTOBER 4, 2021
<br />C76 PROPERTY LINE ADJUSTMENT CASE N0. 21-025
<br />i
<br />NARRATIVE:
<br />R•
<br />LEGEND:
<br />2008
<br />SCALE: 1" = 200'
<br />The purpose of this survey is to show a property line adjustment between those properties described in Reel 206,
<br />Page 542 and Reel 405, Page 379, Marion County Deed Records, per Marion County Property Line Adjustment Case
<br />No. 21-025. The Basis of Bearings used for this survey is between monuments D and A, the line being held as North
<br />07046'24" East per OCRS Salem. Bearings are based on OCRS (Oregon Coordinate Reference System) Salem Zone -
<br />NAD 83(2011) EPOCH 2010.00, using the ORGN (Oregon Real Time GNSS Network). Monuments D and A were held
<br />for the east line of DLC No. 41. 1 held monuments B and E for the north line of the subject property. I held record
<br />distance Westerly from monument E per MCSR 6910 to determine the northwest corner of Reel 206, Page 543, and held
<br />record angle and distance Southerly off said comer per MCSR 6910 to determine the southwest comer of said Reel 206,
<br />Page 543. 1 then held the south line of said property parallel with the determined north line per said MCSR 6910. The
<br />centerline of Howell Prairie Road NE was determined by holding the brass caps found at the P.I.'s as shown. To
<br />determine the calculated south line of the subject property, I held a line Easterly parallel with the north line from
<br />monument C, intersecting the east line of DLC 41 and determined centerline of Howell Prairie Road NE. 4
<br />R• ZOM��R
<br />P 4�1,
<br />S89059'27"E 2892.62' (S89052'E 43.80 CH -2890.80')[1]
<br />1835.92'
<br />S07'17'33"W 248.95'
<br />(N7025'E 3.772 CH -248.95')[1]
<br />(N7 -25'E 248.95')R4
<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", set 1.0' below ground.
<br />•
<br />= Found monument (see found monument list)
<br />[3]
<br />( )
<br />= Data of record per survey noted
<br />-.
<br />€ 1
<br />00
<br />'
<br />[#]
<br />_ Survey reference number
<br />ADJUSTED
<br />MCSR
<br />N
<br />S8976982I E
<br />MCDR
<br />rn
<br />R.4527, P.497, N M
<br />CALC
<br />= Calculated Survey Value
<br />146.58'
<br />q_
<br />V.
<br />_ Centerline
<br />Volume
<br />of
<br />TY rA
<br />�
<br />U
<br />R• 25,46�pR w
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<br />N
<br />RECORD OF SURVEY
<br />r\T6
<br />C OFOR: DAVID &CHERYL MOLSTAD & BYRON &CAROL MIKKELSON
<br />R2w ti LOCATED IN THE IN THE S.W. 1/4 & S.E. 1/4 OF SECTION 25 & IN THE S.E. 1/4 SEC. 26,
<br />MARION COUNTY, OREGON
<br />LS25 -< OCTOBER 4, 2021
<br />C76 PROPERTY LINE ADJUSTMENT CASE N0. 21-025
<br />i
<br />NARRATIVE:
<br />R•
<br />LEGEND:
<br />2008
<br />SCALE: 1" = 200'
<br />The purpose of this survey is to show a property line adjustment between those properties described in Reel 206,
<br />Page 542 and Reel 405, Page 379, Marion County Deed Records, per Marion County Property Line Adjustment Case
<br />No. 21-025. The Basis of Bearings used for this survey is between monuments D and A, the line being held as North
<br />07046'24" East per OCRS Salem. Bearings are based on OCRS (Oregon Coordinate Reference System) Salem Zone -
<br />NAD 83(2011) EPOCH 2010.00, using the ORGN (Oregon Real Time GNSS Network). Monuments D and A were held
<br />for the east line of DLC No. 41. 1 held monuments B and E for the north line of the subject property. I held record
<br />distance Westerly from monument E per MCSR 6910 to determine the northwest corner of Reel 206, Page 543, and held
<br />record angle and distance Southerly off said comer per MCSR 6910 to determine the southwest comer of said Reel 206,
<br />Page 543. 1 then held the south line of said property parallel with the determined north line per said MCSR 6910. The
<br />centerline of Howell Prairie Road NE was determined by holding the brass caps found at the P.I.'s as shown. To
<br />determine the calculated south line of the subject property, I held a line Easterly parallel with the north line from
<br />monument C, intersecting the east line of DLC 41 and determined centerline of Howell Prairie Road NE. 4
<br />R• ZOM��R
<br />P 4�1,
<br />S89059'27"E 2892.62' (S89052'E 43.80 CH -2890.80')[1]
<br />1835.92'
<br />S07'17'33"W 248.95'
<br />(N7025'E 3.772 CH -248.95')[1]
<br />(N7 -25'E 248.95')R4
<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", set 1.0' below ground.
<br />•
<br />= Found monument (see found monument list)
<br />[3]
<br />( )
<br />= Data of record per survey noted
<br />MCSR 37575
<br />€ 1
<br />= Record and measured data per survey noted
<br />'
<br />[#]
<br />_ Survey reference number
<br />ADJUSTED
<br />MCSR
<br />Marion County Survey Records
<br />S8976982I E
<br />MCDR
<br />= Marion County Deed Records
<br />R.4527, P.497, N M
<br />CALC
<br />= Calculated Survey Value
<br />146.58'
<br />q_
<br />V.
<br />_ Centerline
<br />Volume
<br />of
<br />TY rA
<br />00 00
<br />.
<br />_
<br />PR0PER MCDR
<br />R.
<br />-Reel
<br />IOINA� P 54 RES
<br />P.
<br />= Page
<br />p R 2069 85 AC
<br />P.I.
<br />= Point of Intersection
<br />DLC
<br />= Donation Land Claim
<br />CH
<br />= Chains
<br />z EAST LINE DLC NO. 41
<br />RI
<br />RE—ENT COR
<br />61 D.L.C. 41
<br />�/ C,0 U N��
<br />MCSR 39515
<br />N89059'27"W 2904.42' (EAST 44.09 CH=2909.94')R1
<br />T. 6 S., R. 2 W., W. M.
<br />880.51' (S89.52'E 880.51')R4
<br />€1031.27'1[1 ]
<br />1056.70' (16.00 CH -1056.00')[1]
<br />MO N07017'33"E 248.95'
<br />P 541ART (S7 -25'W 248.95')R4
<br />206N0T A P
<br />R 880.51' (N89'52'W 880.51')R4
<br />S89059'27"E 1057.12'
<br />(S89'52'E 16.00 CH -1056.00')[1]
<br />S07'17'33"W 125.00'
<br />ADJUSTED PROPERTY "A",
<br />"UNSURVEYED"
<br />EXHIBIT "C",
<br />R. 4527, P. 497, MCDR
<br />79.35 ACRES
<br />176.19'
<br />S89'59'27"E 176.82'
<br />I �
<br />Q
<br />LW
<br />0
<br />30
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<br />105, MOOR I
<br />3023, P
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<br />FOUND MONUMENT LIST:
<br />3-1/4" Marion County aluminum cap, down 0.8', NW corner of DLC #76, set in MCSR 37575.
<br />© 1 "x1 /4" iron bar, bent, tied where vertical, set in MCSR 6910. Bears N89059'27"W 0.30' from northwest corner subject property.
<br />© 1/2" iron pipe, set in MCSR 6910. Bears N89059'27"W 3.41' from southwest corner of subject property.
<br />Q 3" brass cap in concrete, up 0.8', Re -Entrant corner of McCorkle DLC #41, set in MCSR 4409-13059.
<br />Q 1" iron pipe, set in MCSR 6910.
<br />Q 1" iron pipe, up 1.0', set in MCSR 6910.
<br />©
<br />2-1/2" Marion County brass cap, down 1.0' in monument box, set in MCSSR 2304.
<br />Q 3" Marion County brass cap, down 1.0' in monument box, set in MCSR 2304.
<br />�1
<br />ZYO.9
<br />MCSR 39515
<br />SHEET 1 OF 1
<br />SURVEY REFERENCES:
<br />[1 ]
<br />MCSR 6910
<br />[2]
<br />MCSR 4409-BO59
<br />[3]
<br />MCSR 2304
<br />[4]
<br />MCSR 37575
<br />DEED REFERENCES:
<br />R1 R. 206, P. 542, MCDR
<br />R2 R. 206, P. 543, MCDR
<br />R3 R. 4051 P. 379, MCDR
<br />R4 V. 512, P. 27, MCDR
<br />� R 1 0�
<br />� 6c,. R 2W
<br />P.I.
<br />A
<br />378+84.0
<br />M.R. 51 DETAIL "A"
<br />0 U N -\ SCALE: 1 " = 100'
<br />3O,
<br />RTY�R
<br />PRop 9MC�
<br />IO "" P• 3►
<br />7RE
<br />OR 405 A
<br />R. 1.00
<br />880.51'
<br />25.45'
<br />(S89062'E 175.49'
<br />(0.375 CH -24.75')[1]
<br />I
<br />S89059'27"E
<br />176.19'
<br />I (N 89'42' W O
<br />175.49' CALC)R3
<br />'
<br />o
<br />TRANSFERRED PROPERTY,
<br />ADJUSTED
<br />N `o
<br />N PROPERTY "B",
<br />S8976982I E
<br />W EXHIBIT "D", Cd .
<br />R. 4527, P. 497, MCDR !
<br />R.4527, P.497, N M
<br />I to
<br />.'� MCDR ao
<br />146.58'
<br />1.50 ACRES 0 N
<br />^ �
<br />O N
<br />O
<br />Z ^ ORIGINAL K
<br />00 00
<br />.
<br />UNE
<br />,! 176.61' FF
<br />N89'59'27"W 1057.12' i
<br />(S89062'E 175.49'
<br />ADJUSTED LINE
<br />CALC25 �1'
<br />S07017 33 W 125.00
<br />(0.375 CH
<br />VT
<br />TRANSFERRED PROPERTY,
<br />—24,75')111
<br />N `o
<br />EXHIBIT "E",
<br />S8976982I E
<br />`O
<br />R. 4527, P. 497, MCDR !
<br />I to
<br />21,911 SF 1
<br />DOWN
<br />146.58'
<br />/
<br />0.5
<br />DOWN'�
<br />05
<br />ADJUSTED LINE
<br />30.24'
<br />(Nl
<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: INFO@BARKERWILSON.COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />O R E G O N
<br />JULY 19, 1994
<br />GREGORY L. W11 SON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
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