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RECORD OF SURVEY
<br />PROPERTY UNE ADJUSTMENT
<br />LOCATED IN THE SOUTHWEST ONE—QUARTER OF SECTION 2,
<br />THE SOUTHEAST ONE—QUARTER OF SECTION 3,
<br />AND THE EAST ONE—HALF OF SECTION 10,
<br />TOWNSHIP 4 SOUTH, RANGE 2 WEST, W.M..
<br />MARION COUNTY, OREGON
<br />MAY 12, 2020
<br />[A] FOUND BENT 5/8" IRON ROD FLUSH (TIED BASE) PER MCSR 36632
<br />1 SET IN MCSR 36632 AS BEING ON THE
<br />D.L.C. UNE AND ON THE TOP OF THE
<br />SOUTH BANK OF THE WILLAMETTE RIVER
<br />4338.82'(M) HELD IN THIS SURVEY FOR THE WEST UNE
<br />4338.78 (R1 *) OF THE ROBERT ADY D.L.C. NO. 42
<br />1
<br />NOTE:
<br />1.) THIS PROPERTY UNE ADJUSTMENT IS BASED ON THE MARION COUNTY NOTICE OF DECISION CASE NO. 20-009.
<br />THE PURPOSE OF THIS SURVEY IS TO DETERMINE AND MONUMENT THE BOUNDARIES OF THOSE TRACTS OF LAND
<br />DESCRIBED AS PARCEL I OF REEL 4252, PAGE 496 AND REEL 2019, PAGE 359, MARION COUNTY DEED RECORDS.
<br />THE PURPOSE OF THIS SURVEY IS ALSO TO MONUMENT THE ADJUSTED PROPERTY LINES BETWEEN THE
<br />ABOVE-MENTIONED PARCELS AS DESCRIBED IN REEL 4335, PAGE 13 AND REEL 4335, PAGE 17, MARION COUNTY
<br />DEED RECORDS.
<br />THE BASIS OF BEARINGS WAS ESTABLISHED USING THE OREGON COORDINATE REFERENCE SYSTEM, SALEM ZONE,
<br />AND A GEODETIC DATUM OF NORTH AMERICAN DATUM OF 1983 (EPOCH 2011). THE BEARINGS AND DISTANCES
<br />SHOWN HEREON ARE BASED ON GROUND COORDINATE DATA. THE EQUIPMENT USED TO PERFORM THESE
<br />MEASUREMENTS WAS THE TRIMBLE R10 GNSS SYSTEM.
<br />THE WEST UNE OF PARCEL I OF THE REEL 4252, PAGE 496, ALSO BEING THE WEST UNE OF THE ROBERT ADY
<br />D.L.C. NO. 42 (ALSO BEING THE EAST UNE OF THE J. DEPARD D.L.C. NO. 41), WAS ESTABLISHED BY HOLDING
<br />MONUMENTS [A] AND [H]. MONUMENT [B] ALSO AGREES WITH THIS ALIGNMENT. MCSR 36632 DILIGENTLY
<br />SEARCHED FOR REMAINING EVIDENCE DETERMINING THE LOCATION OF THE NORTHEAST CORNER OF D.L.C. NO. 41
<br />AND THE LINE BETWEEN D.L.C. NUMBERS 41 AND 42, BUT WAS UNSUCCESSFUL. MCSR 36632 WORKED CLOSELY
<br />WITH THE CADASTRAL SECTION OF THE PORTLAND OFFICE OF THE BUREAU OF LAND MANAGEMENT TO DETERMINE
<br />THE CORRECT POS111ON FOR THIS LOST CORNER BASED ON LACK OF REMAINING EVIDENCE. I BELIEVE THAT
<br />MONUMENTS [A] AND [B] SET IN MCSR 36632 REPRESENT THE BEST AVAILABLE EVIDENCE MARKING THE LINE
<br />BETWEEN D.L.C. NUMBERS 41 AND 42, AND THEREFORE WERE HELD IN THIS SURVEY AS SUCH.
<br />THE SOUTHEAST CORNER OF THE ROBERT ADY D.L.C. NO. 42 WAS ESTABLISHED BY EXTENDING A UNE BETWEEN
<br />MONUMENTS [H] AND [G] A RECORD DISTANCE OF 33.00 FEET (0.50 CHAINS) EASTERLY FROM MONUMENT [G] PER
<br />GLO NOTES AND GLO D.L.C. MAP, AS SHOWN HEREON.
<br />0
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<br />THE SOUTHERLY PORTION OF THE EAST UNE OF PARCEL I OF REEL 4252, PAGE 496 WAS ESTABUSHED BY HOLDING
<br />THE CALCULATED POSITION FOR THE SOUTHEAST CORNER OF THE ROBERT ADY D.L.C. NO. 42 AND MONUMENT [E]. v
<br />THE NORTHERLY PORTION OF THE EAST UNE OF SAID PARCEL I (ALSO BEING THE WEST UNE OF REEL 2019, PAGE o
<br />359) WAS ESTABLISHED BY HOLDING MONUMENTS [C] AND [E]. THE LOCATION OF THE EXISTING FENCE AGREES o
<br />WITH THIS ALIGNMENT.
<br />Q
<br />THE SOUTH UNE OF PARCEL I OF REEL 4252, PAGE 496 WAS ESTABLISHED BY HOLDING A RECORD DISTANCE OF w
<br />1259.28 FEET (19.08 CHAINS) PER VOLUME 646, PAGE 367 NORTHERLY FROM MONUMENTS [G] AND [H], AS SHOWN o
<br />HEREON. MONUMENT [F] AND THE LOCATION OF THE EXISTING FENCE ALSO AGREE WITH THIS ALIGNMENT.
<br />THE NORTH LINE OF PARCEL I OF REEL 4252, PAGE 496 WAS ESTABLISHED BY HOLDING MONUMENT [C] AND A
<br />LINE PARALLEL WITH THE SOUTH LINE OF SAID PARCEL I.
<br />THE NORTH LINE OF REEL 2019, PAGE 359 WAS ESTABLISHED BY HOLDING MONUMENTS [D] AND [C] AND RECORD
<br />DATA PER SAID REEL 2019, PAGE 359 AND MCSR 27169, AS SHOWN HEREON.
<br />THE EAST LINE OF REEL 2019, PAGE 359 WAS ESTABLISHED BY HOLDING MONUMENT [D], A RECORD ANGLE OF
<br />90'03'54" PER SAID REEL 2019, PAGE 359 AND MCSR 27169, AND EXTENDING SAID LINE SOUTHERLY TERMINATING
<br />AT THE CENTER OF MISSION CREEK.
<br />THE SOUTH UNE OF REEL 2019, PAGE 359 WAS ESTABLISHED BY HOLDING THE CENTER OF MISSION CREEK, AS
<br />CALLED FOR IN SAID DEED.
<br />THE ADJUSTED PROPERTY LINES SHOWN HEREON WERE ESTABLISHED BY HOLDING RECORD BEARINGS AND
<br />DISTANCES PER THE PROPERTY UNE ADJUSTMENT DEED RECORDED AS REEL 4335, PAGE 13 AND REEL 4335, PAGE
<br />17, MARION COUNTY DEED RECORDS.
<br />LEGEND:
<br />- DENOTES RECORD
<br />0 -
<br />DENOTES
<br />SET 5/8" X 30" IRON ROD WITH YELLOW
<br />33626
<br />PLASTIC
<br />CAP INSCRIBED "TERRACALC L.S."
<br />• -
<br />DENOTES
<br />FOUND MONUMENT AS NOTED.
<br />477
<br />HELD, UNLESS OTHERWISE NOTED.
<br />(M) -
<br />DENOTES
<br />"MEASURED DISTANCE"
<br />(H) -
<br />DENOTES
<br />"HELD RECORD DATA"
<br />(P) -
<br />DENOTES
<br />"PROPORTIONED DISTANCE"
<br />(C) -
<br />DENOTES
<br />"CALCULATED DISTANCE"
<br />G.C. -
<br />DENOTES
<br />"GOOD CONDITION"
<br />(R1) -
<br />DENOTES
<br />RECORD DATA PER MCSR 36632
<br />(R2)
<br />- DENOTES
<br />RECORD DATA PER MCSR 27169
<br />(R3) -
<br />DENOTES
<br />RECORD DATA PER GLO NOTES FOR THE
<br />- DENOTES RECORD
<br />JOHN B.
<br />GOODELL CLAIM NO. 91 AND THE GLO D.L.C.
<br />MCSR
<br />MAP FOR
<br />TOWNSHIP 4 SOUTH, RANGE 2 WEST
<br />(R4)
<br />- DENOTES
<br />RECORD DATA PER MCSR 38111
<br />RECEIVED 06/01/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/14/2021.
<br />MCSR 39249
<br />(R5)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />33626
<br />(R6)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />477
<br />(R7)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />438
<br />(R8)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />4998
<br />(R9)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />7263
<br />(R10)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />7484
<br />(R11)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />31650
<br />(R12)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />4323
<br />(R13)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />5429
<br />(R14)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />MCSR
<br />6780
<br />(R15)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />VOLUME 646,
<br />PAGE 367
<br />(R16)
<br />- DENOTES RECORD
<br />DATA
<br />PER
<br />VOLUME 2019,
<br />PAGE 359
<br />* -
<br />DENOTES CALCULATED FROM
<br />RECORD
<br />[H] FOUND 3-1/4- BRASS DISK
<br />PER MCSR 3811 G.C. DOWN 2.5'
<br />MARKING THE SOUTHWEST CORNER
<br />OF THE ROBERT ADY D.L.C. NO. 42
<br />ALSO BEING THE SOUTHEAST CORNER
<br />OF THE J. DESPARD D.L.C. NO. 41
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<br />[B] FOUND BENT 5/8" IRON ROD FLUSH (TIED BASE) PER MCSR 36632
<br />SET IN MCSR 36632 AS BEING ON THE
<br />D.L.C. UNE AND THE NORTH RIGHT-OF-WAY PARCEL II OF
<br />UNE OF CHAMPOEG ROAD REEL 646, PAGE 367
<br />HELD IN THIS SURVEY FOR THE WEST UNE
<br />OF THE ROBERT ADY D.L.C. NO. 42
<br />N52'47'54"E
<br />181.55-\
<br />S73'47'01 "E
<br />158.52'
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<br />323.19'(M)
<br />295.45'(R11)
<br />N87'21'34"W 1448.92'
<br />ADJUSTED
<br />PROPERTY UNE
<br />S5319'18"E
<br />46.61'
<br />S01'59'40"W
<br />121.00'
<br />ss�b
<br />92�♦
<br />F
<br />S31026'02"E
<br />143.52'
<br />PARCEL 1
<br />ORIGINAL AREA=100.63 ACRES
<br />ADJUSTED AREA=92.12 ACRES
<br />PARCEL
<br />I OF
<br />REEL 4252,
<br />PAGE 496
<br />(ORIGINAL
<br />DEED)
<br />EXHIBIT
<br />E OF
<br />REEL 4335,
<br />PAGE 17
<br />(RESULTANT DEED)
<br />S70'08'03"E
<br />134.49'
<br />I �
<br />I
<br />I
<br />ORIGINAL I
<br />PROPERTY LINE—�
<br />I
<br />I
<br />I
<br />I
<br />I
<br />N01'28'28"E I
<br />93.49' i
<br />I
<br />588'31'32"E I
<br />_ 131.27' 1' I
<br />N74'26'34"EJ
<br />59.52'
<br />S42"21'1 4"E
<br />30.33'
<br />EXISTING WOVEN
<br />WIRE FENCE UNE
<br />IS ON THIS UNE -
<br />[F] FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
<br />INSCRIBED "D.L.T. do ASSOC., LS 1362" G.C. DOWN 0.2'
<br />PER MCSR 31650
<br />HELD FOR THE SOUTH UNE OF REEL 4252, PAGE 496
<br />EXISTING WOVEN WIRE FENCE LINE
<br />IS ON THIS LINE EXISTING WOVEN
<br />WIRE FENCE LINE
<br />IS ON THIS UNE -
<br />1115.47'(M)
<br />N87'21'34"W 1438.66'(M) 21.75 CHAINS(R7,R8&R15) 1430.00'(R11)
<br />[G] FOUND 3-1/4- BRASS DISK
<br />PER MCSR 37988 G.C. FLUSH
<br />VOLUME 646 MARKING THE NORTHEAST CORNER
<br />PAGE 367 OF THE PETER PAPIN D.L.C. NO. 85
<br />ALSO BEING THE NORTHWEST CORNER
<br />OF THE JOHN GOODELL D.L.C. NO. 91-
<br />S87721 "25"E
<br />1-
<br />S87'21'25"E 1424.74'(C) 21.75 CHAINS(R7&R8)
<br />1391.74'(M) 1391.68'(R4) 1392.02'(R11)
<br />P. PAPIN D.L.C. NO. 85
<br />[C] FOUND 5/8" IRON ROD G.C. DOWN 0.5'
<br />PER MCSR 27169
<br />HELD FOR THE NORTHWEST CORNER OF
<br />REEL 2019, PAGE 359 AND THE NORTHEAST
<br />CORNER OF REEL 4252, PAGE 496
<br />[D] FOUND 2" IRON PIPE G.C. DOWN 0.2'
<br />ORIGIN UNKNOWN
<br />HELD FOR THE NORTHEAST CORNER
<br />OF REEL 2019, PAGE 359--x
<br />16919'05"(R2*,R16*&H)
<br />628.49' R N77-02 '20-W
<br />2&R16) 9.21627 94'(M
<br />9 22 CH CHAINS R) "
<br />A�NS013) ( 12&R14) N87 4315 W
<br />396.00 (R2,R16&H)
<br />'- 6.00 CHAIIN, SO(R12R13,R14)
<br />PARCEL 2 90003'54"(R2*,R16*BCH)
<br />ORIGINAL AREA=24.93 ACRES
<br />ADJUSTED AREA=33.45 ACRES
<br />REEL 2019, PAGE 359
<br />(ORIGINAL DEED)
<br />EXHIBIT E OF
<br />REEL 4335, PAGE 13
<br />(RESULTANT DEED)
<br />VN87*54'55*E
<br />S42'21'14"E
<br />OR
<br />54.01'
<br />S02'38'46"W
<br />58.42'
<br />r
<br />4'
<br />-col
<br />co
<br />co ---ORIGINAL
<br />I PROPERTY UNE
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<br />N 7,
<br />I16
<br />�6' N88'28'04"W
<br />CN 163.70'
<br />Ncr S73028'07"W
<br />.4- 87.18
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<br />S73'59'20"
<br />104.98'
<br />EXISTING WOVEN WIRE FENCE UNE
<br />IS ON THIS LINE
<br />ADJUSTED
<br />PROPERTY UNE -i
<br />N84'2SWE 768.35'
<br />CENTERUNE
<br />OF CREEK—
<br />N70'58'01 "W
<br />143.03'
<br />S66'54'27"W
<br />136.39'
<br />REEL 3760, PAGE 297
<br />N66003'09"W
<br />97.16'
<br />332'35'36"W
<br />80.26'
<br />0
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<br />MCSR 39249
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<br />76'51'04"W
<br />119.02'
<br />S36'31'50"W
<br />51.23'
<br />GRAPHIC SCALE
<br />200 0 100 200 400
<br />SCALE: 1" = 200'
<br />[E] FOUND 5/8" IRON ROD G.C. DOWN 0.2'
<br />POSSIBLY IRON BAR DENOTED IN MCSR 4998
<br />OR MONUMENT SET IN MCSR 27169
<br />HELD FOR THE EAST UNE OF REEL 4252, PAGE 496
<br />AND THE WEST LINE OF REEL 2019, PAGE 359
<br />VOLUME 646
<br />PAGE 367
<br />CALCULATED SOUTHEAST CORNER
<br />OF THE ROBERT ADY D.L.C. NO. 42
<br />33.00'(R3&H) 33.17'(R5)
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JANUARY 11, 2005
<br />DARREN S. HARR
<br />56,181
<br />PREPARED FOR:
<br />MARK do LOTTIE SMITH
<br />7358 CHAMPOEG ROAD N.E.
<br />ST. PAUL, OR 97137
<br />PREPARED BY:
<br />TerraCafc
<br />Land Surveying Inc .
<br />1615 N.E. Miller Street
<br />McMinnville, OR 97128
<br />(503) 857-0935
<br />www.Terra-caic.com
<br />SHEET 1 OF 1
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<br />S73'59'20"
<br />104.98'
<br />EXISTING WOVEN WIRE FENCE UNE
<br />IS ON THIS LINE
<br />ADJUSTED
<br />PROPERTY UNE -i
<br />N84'2SWE 768.35'
<br />CENTERUNE
<br />OF CREEK—
<br />N70'58'01 "W
<br />143.03'
<br />S66'54'27"W
<br />136.39'
<br />REEL 3760, PAGE 297
<br />N66003'09"W
<br />97.16'
<br />332'35'36"W
<br />80.26'
<br />0
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<br />MCSR 39249
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<br />76'51'04"W
<br />119.02'
<br />S36'31'50"W
<br />51.23'
<br />GRAPHIC SCALE
<br />200 0 100 200 400
<br />SCALE: 1" = 200'
<br />[E] FOUND 5/8" IRON ROD G.C. DOWN 0.2'
<br />POSSIBLY IRON BAR DENOTED IN MCSR 4998
<br />OR MONUMENT SET IN MCSR 27169
<br />HELD FOR THE EAST UNE OF REEL 4252, PAGE 496
<br />AND THE WEST LINE OF REEL 2019, PAGE 359
<br />VOLUME 646
<br />PAGE 367
<br />CALCULATED SOUTHEAST CORNER
<br />OF THE ROBERT ADY D.L.C. NO. 42
<br />33.00'(R3&H) 33.17'(R5)
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JANUARY 11, 2005
<br />DARREN S. HARR
<br />56,181
<br />PREPARED FOR:
<br />MARK do LOTTIE SMITH
<br />7358 CHAMPOEG ROAD N.E.
<br />ST. PAUL, OR 97137
<br />PREPARED BY:
<br />TerraCafc
<br />Land Surveying Inc .
<br />1615 N.E. Miller Street
<br />McMinnville, OR 97128
<br />(503) 857-0935
<br />www.Terra-caic.com
<br />SHEET 1 OF 1
<br />
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