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Newberg
<br />SOUTH LINE FRAHM
<br />CHAMPOEG STATE PARK
<br />VOLUME 408, PG. 170& 7380)
<br />� ,MCSR 1436
<br />CHAINS 780 130'221)
<br />(N7g°20'E 6^E 1 MCSR 18
<br />N461E 781.44 ' TEp* 781 • '
<br />( *CA1-CVA
<br />S80° 03,15„W
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<br />SCALE: 1" = 200' M
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<br />0 200 400 ic, its
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<br />LEGEND \
<br />• = MONUMENT FOUND, FLUSH TO 0.2' DOWN,
<br />IN GOOD CONDITION UNLESS OTHERWISE
<br />INDICATED. ORIGIN STATED IF KNOWN.
<br />O = 5/8" X 30" IRON ROD WITH YPC MARKED
<br />"NEWBERG LS 2838" SET
<br />W'LY NW CORNER COATNEY ? YPC = YELLOW PLASTIC CAP
<br />VOLUME 285, PG. 257�-Ci
<br />W ORIGINAL TRACT
<br />o U REEL 4035 PAGE 494
<br />W 2 ORIGINAL AREA: 20.22 +/-ACRES
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<br />SEE DETAIL "A"
<br />? N o
<br />IR
<br />= IRON ROD
<br />C 30.00'
<br />5/8" IR FOUND DOWN 0.5',
<br />BENT, SET IN MCSR 35854
<br />S69 4`
<br />3" BRASS CAP IN CONCRETE
<br />IP
<br />= IRON PIPE
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<br />—HgMP�p—R pA D
<br />FOR NW CORNER LOT 8,BEARS
<br />6, m
<br />MCSR
<br />= MARION COUNTY SURVEY RECORD
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<br />= EXISTING FENCE
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<br />= DATA OF RECORD PER MCSR 6022
<br />n
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<br />"AZIMUTH SURVEYING
<br />= CALCULATED FEET FROM RECORD
<br />>oo Q*
<br />CHAIN DATA BY MULTIPLYING CHAINS
<br />cd=240.18'
<br />MCSR 37157, HELD
<br />BY FACTOR OF 66 FT/CHAIN
<br />30.00 30.00'
<br />SOUNDING IN ASPHALT,
<br />cb=S73°30'06
<br />EGGERT
<br />0�
<br />(P
<br />>
<br />REEL 2235 PAGE 319
<br />ORIGINAL PROPERTY LINE
<br />N
<br />SOUNDING IN ASPHALT,
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<br />�r
<br />DID NOT DIG UP
<br />rn >
<br />90
<br />(S16°52'26"E 30.16', MCSR 35854)
<br />N 17°30'20"W
<br />30.15'
<br />/SPR I OIV--,,
<br />T4S R1W
<br />E.S.E—.1 COR
<br />D.L.C. #65
<br />\COUNT/
<br />ti
<br />C) Lo
<br />�N89°14'15"E
<br />z 1*-- 42.91,
<br />ct (N90° 00'00" E 42.90', MCSR 37157)
<br />U) En
<br />U Lo
<br />LCo EXCHANGE AREA
<br />1 m13.65 ACRES
<br />co
<br />ADJUSTED TRACT
<br />REEL 4488 PAGE 6
<br />ADJUSTED AREA: 21.35 ACRES
<br />EXCLUDING ROAD
<br />972.59'
<br />M S82° 13'09'W
<br />637-9/-
<br />37.92334.67'
<br />334.67'
<br />C 30.00'
<br />5/8" IR FOUND DOWN 0.5',
<br />BENT, SET IN MCSR 35854
<br />S69 4`
<br />3" BRASS CAP IN CONCRETE
<br />1-1/2" IP FOUND FLUSH,
<br />FOUND UP 1.00' ON STEEP
<br />S ET IN MCSR 6022, HELD,
<br />—HgMP�p—R pA D
<br />FOR NW CORNER LOT 8,BEARS
<br />WRAVELe
<br />ine
<br />5/8" IR WITH YPC MARKED
<br />�
<br />FROM DLC LINE
<br />°N CV
<br />C) Lo
<br />7iv�
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<br />r=1600.00'
<br />"AZIMUTH SURVEYING "
<br />30.00' M W
<br />° Co
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<br />/
<br />14 —
<br />a=240.40'
<br />FOUND DOWN 0.3', SET IN
<br />"AZIMUTH SURVEYING
<br />FOUND DOWN 0.3', SET IN
<br />TRAVELED CENTERLINE
<br />cd=240.18'
<br />MCSR 37157, HELD
<br />30.00 30.00'
<br />SOUNDING IN ASPHALT,
<br />cb=S73°30'06
<br />ORIGINAL PROPERTY LINE
<br />DID NOT DIG UP
<br />d= 8°36'32"
<br />CV
<br />N
<br />W'LY SW CORNER COATNEY
<br />6
<br />VOLUME 285, PG. 257
<br />-� C.0rn
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<br />ORIGINAL TRACT
<br />M
<br />REEL 4035 PAGE 493
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<br />ORIGINAL AREA: 40.81 ACRES
<br />C/)
<br />0
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<br />Of O-
<br />ADJUSTED PROPERTY LINE
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<br />U-)
<br />ADJUSTED TRACT
<br />ti
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<br />REEL 4488 PAGE 7
<br />V
<br />~
<br />ADJUSTED AREA: 47.38 +/- ACRES
<br />w
<br />�m
<br />U')
<br />EXCLUDING ROAD
<br />a,
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<br />C)zo
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<br />5/8" IR WITH YPC MARKED
<br />0
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<br />0
<br />Co
<br />"AZIMUTH SURVEYING"
<br />ADJUSTED PROPERTY LINE
<br />WRIGHT
<br />FOUND DOWN 0.2', SET IN
<br />REEL 3647 PAGE 405
<br />MCSR 37157, HELD
<br />1591.41'
<br />N83° 12'20"E
<br />Co
<br />/SPR I OIV--,,
<br />T4S R1W
<br />E.S.E—.1 COR
<br />D.L.C. #65
<br />\COUNT/
<br />ti
<br />C) Lo
<br />�N89°14'15"E
<br />z 1*-- 42.91,
<br />ct (N90° 00'00" E 42.90', MCSR 37157)
<br />U) En
<br />U Lo
<br />LCo EXCHANGE AREA
<br />1 m13.65 ACRES
<br />co
<br />ADJUSTED TRACT
<br />REEL 4488 PAGE 6
<br />ADJUSTED AREA: 21.35 ACRES
<br />EXCLUDING ROAD
<br />972.59'
<br />M S82° 13'09'W
<br />637-9/-
<br />37.92334.67'
<br />334.67'
<br />CHAMPOEG ROAD
<br />3" BRASS CAP IN CONCRETE
<br />1-1/2" IP FOUND FLUSH,
<br />FOUND UP 1.00' ON STEEP
<br />S ET IN MCSR 6022, HELD,
<br />BANK, HELD, SEE MCSR 37753
<br />FOR NW CORNER LOT 8,BEARS
<br />WRAVELe
<br />ine
<br />S 7046'51"E 0.15'
<br />M
<br />3:
<br />FROM DLC LINE
<br />RECEIVED 06/03/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />07/15/2021.
<br />MCSR 39443
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<br />MCSR 39443
<br />RECORD OF SURVEY FOR:
<br />WILMES, NIGGLI, & LAYTON
<br />LOCATION: SE 1/4 SECTION 6 T. 4 S., R. 1 W., WM.,
<br />NE 1/4 SECTION 7 T. 4 S., R. 1 W., WM.,
<br />MARION COUNTY, OR
<br />DATE: MAY 25, 2021
<br />PLA CASE NO. 21-005
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENTAND DESCRIBE A PROPERTY LINE ADJUSTMENT BETWEEN THOSE LANDS CONVEYED
<br />TO WILMES, NIGGLI, & LAYTON IN REEL 4035 PAGE 493, REEL 4035 PAGE 494, AND REEL 4035 PAGE 496, MARION COUNTY DEED RECORDS,
<br />IN ACCORDANCE WITH MARION COUNTY PROPERTY LINE ADJUSTMENT CASE NUMBER 21-005. THE BASIS OF BEARING IS SOUTH 820 13'
<br />09" WEST ALONG THE NORTH BOUNDARY OF THE F. MATTHIEU DONATION LAND CLAIM NO. 42 BETWEEN MARION COUNTY SURVEY
<br />MONUMENTS AS SHOWN AND AS ESTABLISHED USING THE OREGON COORDINATE REFERENCE SYSTEM, SALEM ZONE, USING THE NAD
<br />83(2011) EPOCH:2010.00 DATUM REALIZATION.
<br />THE SOUTHERLY TRACT IS LOT 9 OF THE SUBDIVISION OF THE WEST ONE-HALF OF THE DONATION LAND CLAIM OF F. X. MATTHIEU AND
<br />WIFE AS SHOWN ON MCSR 6022. A 1-1/4" IRON PIPE WAS FOUND AND HELD FOR THE SOUTHEAST CORNER OF LOT 9. A 1-1/2" IRON PIPE
<br />WAS FOUND ON THE WEST BOUNDARY OF LOT 3 AT THE INTERSECTION WITH THE RIGHT-OF-WAYAS SHOWN ON MCSR 9143. FROM THIS
<br />IRON PIPE, THE RECORD ANGLE AND DISTANCE WAS HELD TO ESTABLISH A POINT ON THE CENTERLINE OF MATTHIEU LANE. THE
<br />SOUTHWEST CORNER OF LOT 9 WAS PROPORTIONED IN BETWEEN THIS POINTAND THE 1/2" IRON PIPE FOUND AT THE NORTHEAST
<br />CORNER OF LOT 3. THE NORTHEAST CORNER OF LOT 9 WAS ESTABLISHED BY HOLDING RECORD DISTANCE FROM MCSR 11980 OF 152.00
<br />FEET WESTERLY OF A 5/8" IRON ROD FOUND IN SAID SURVEYAND A POINT ON THE NORTH LINE OF THE MATTHIEU DLC AS
<br />MONUMENTED. IT WAS DECIDED TO HOLD THE RECORD DISTANCE INSTEAD OF PROPORTIONING THIS CORNER IN SINCE THE DISTANCE
<br />FROM THE FOUND IRON ROD WAS SHORTAND WOULD LIKELY BE CLOSER TO THE ORIGINAL LOCATION THAN A PROPORTION WOULD
<br />GIVE. THE NORTHWEST CORNER OF LOT 9 WAS PROPORTIONED IN BETWEEN THE NORTHEAST CORNER OF LOT 9 AND THE IRON PIPE
<br />FOUND AT THE NORTHWEST CORNER OF LOT 8.
<br />THE WEST BOUNDARY OF THE CENTER TRACT WAS ESTABLISHED BY HOLDING MONUMENTS OF MCSR 37157. THE EAST BOUNDARY OF
<br />THE CENTER TRACT WAS ESTABLISHED BY HOLDING THE 5/8" IRON ROD FOUND IN MCSR 11980 AND A 5/8" IRON ROD SET IN MCSR 34381.
<br />THIS LINE WAS THEN INTERSECTED WITH THE NORTH BOUNDARY OF THE MATTHIEU DLC AS MONUMENTED AND AN IRON ROD WAS SET.
<br />THIS ROD FALLS ON THE EAST SIDE OF A CORNER FENCE POST WITH FENCES RUNNING NORTH AND EAST.
<br />THE LOCATION OF CHAMPOEG ROAD IS A BEST FIT OF THE EXISTING TRAVELED CENTERLINE. WE DID NOT DO ANY SURVEYING NORTH
<br />OF CHAMPOEG ROAD AND THE LINES SHOWN WERE DRAWN FROM RECORD SURVEY DATA.
<br />I AM FILING THIS RECORD OF SURVEY BECAUSE THE CLIENT HAS REQUESTED IRON RODS BE SETAS SHOWN, ALTHOUGH THE MARION
<br />COUNTY SURVEYOR HAS NOT REQUIRED ONE DUE TO THE TRACTS ARE LARGER THAN 10 ACRES.
<br />5/8” IR WITH YPC MARKED
<br />"DEHAAS & ASSOC. INC."
<br />SMITH FOUND FLUSH PER MCSR
<br />> REEL 3702 PAGE 248 34381, HELD
<br />>
<br />1-1/4" IP FOUND FLUSH,
<br />SET IN MCSR 11980, HELD
<br />FOR EAST LINE LOT 10,
<br />BEARS S10021'34"E 0.86'
<br />C CAIN FROM DLC LINE
<br />IGINA� PR
<br />OR
<br />,
<br />630.66
<br />BASIS OF 13F_AR►Ng 58'
<br />S82°13'09"w 40', MCSR 37753)
<br />(N81°55'00'�E 2297
<br />-18.66'
<br />IR TO IR
<br />w M
<br />REEL 322 PAGE 737
<br />o
<br />.0
<br />.l �� 471.79'
<br />151.82 \ 623.61'
<br />SEE DETAIL "B"
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<br />EXCHANGE AREA
<br />7.71 ACRES Lo
<br />82038'4411W cfl
<br />,&N %A 174.18' o
<br />S82003'28„W
<br />191.09'
<br />ADJUSTED PROPERTY LINE
<br />SEE PAGE 2
<br />1.28 , MCSR 11980)
<br />(7
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<br />BRANT TRUST Z
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<br />REEL 3262 PAGE 379
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<br />S.W. LCOR.
<br />D.L.C. #39
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<br />3" BRASS CAP IN CONCRETE
<br />FOUND FLUSH, HELD, SEE
<br />MCSR 37753
<br />Newberg Surveying, Inc.
<br />1205 NE Evans
<br />McMinnville, OR 97128
<br />(503)-474-4742 (971)-237-1956 Cell
<br />(503)-474-3752 Fax newberg@viclink.com
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JUNE 30, 1997
<br />JOHN G. NEWBERG
<br />2838
<br />EXPIRATION DATE: 12-31-2022
<br />DETAIL "A"
<br />SCALE: 1" = 20'
<br />CHAMPOEG ROAD
<br />80 °43'26'
<br />30.00
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<br />5 g.83,
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<br />5/8" IR WITH YPC MARKED
<br />"AZIMUTH SURVEYING
<br />FOUND DOWN 0.3', SET IN
<br />MCSR.37157, HELD
<br />DETAIL "B" -
<br />SCALE: 1" = 50'
<br />IRON ROD SET
<br />1-1/2" IP FOUND UP 0.7' N
<br />ON EAST SIDE OF
<br />ORIGIN UNKNOWN, CORNER FENCE
<br />BEARS N28049'37"W
<br />3.61' FROM SET IRON 151 g2'
<br />S82° 13'09"W 69.67'
<br />82.15' ---�
<br />152.00 IR TO IR
<br />(152.0' , MCSR 11980)
<br />3/4" IP FOUND DOWN 0.2',
<br />SET IN MCSR 11980,2.11'
<br />S 7°46'51"E OF DLC LINE
<br />0 5/8" IR FOUND FLUSH,
<br />m ORIGIN UNKNOWN, SHOWN
<br />LOT 9 LOT 10 AS FOUND ON MCSR 11980,
<br />HELD FOR EAST LINE, BEARS
<br />S15017'42"E 1.59' FROM DLC LINE
<br />PAGE 1 OF 2 #1751
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