|
FENCE IS 0.1' EAST
<br />OF PROPERTY LINE
<br />FENCE IS 0.5' WEST
<br />OF PROPERTY LINE
<br />FENCE IS 1' EAST
<br />OF PROPERTY LINE
<br />FD 5/8" IR
<br />MCSR 34699
<br />HELD
<br />MCSR 39587
<br />5
<br />d -
<br />Ln
<br />0
<br />M
<br />Y
<br />z
<br />Z
<br />P
<br />FENCE IS 0.4' EAST OF PROPERTY LINE
<br />FD 5/8" IR, DOWN 0.5'
<br />MCSR 27292
<br />HELD
<br />SO4024'40"W 52.05'
<br />(S3°40'00"W 52.00-)MCSR 34699
<br />FENCE IS 0.2' NORTH OF PROPERTY LINE
<br />vi ! A
<br />1.72 f ACRES CURRENT
<br />+ 0.79 f ACRES ADJUSTED
<br />2.51 f ACRES TOTAL
<br />(PARCEL I)
<br />(REEL 4509, PAGE 60)
<br />S85036'13"E 252.26'
<br />021'0711E 252.27)MCSR 34699
<br />6' CHAINLINK FENCE
<br />FD
<br />MCS
<br />[23.34']
<br />(23.34')
<br />IMCSR 306}
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<br />REEL 4608, PAGE 447
<br />I
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<br />I
<br />I
<br />3/4" IP I
<br />t 12239 1 I
<br />S85036' 13 "E 368.70'
<br />WYOMING MOBILE HOME PARK FENCE IS 0.1' SOUTH OF
<br />PROPERTY LINE
<br />[N85015'2011W 38.01']
<br />(3 8. 00')R1
<br />[N61026'15"W 15.30]
<br />(15.23')R1
<br />[S72047'00"W 16.17]
<br />(16.16')R1
<br />FD 5/8" IR W/YPC "OSDH"
<br />DOWN 0.5'
<br />MCSR 1933 HELD
<br />[N85008'37"W 26.37]
<br />(26.37')R1
<br />U ew
<br />0.79 f ACRES CURRENT
<br />- 0.79 f SQUARE FEET ADJUSTED
<br />0.00 t ACRES TOTAL
<br />(PARCEL II)
<br />(REEL 4509, PAGE 60)
<br />S85036 -13"E 116.44'
<br />(S85°35'32"E 116.75')M( -r
<br />FD 3/4" IP
<br />DOWN 0.3'
<br />MCSR 12421
<br />HELD
<br />30964
<br />yr
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<br />0
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<br />0
<br />0.2' SOUTH OF -
<br />PROPERTY LINE
<br />/ I`CALCULATED
<br />NE. CORNER
<br />MCSR 39587
<br />SCALE:
<br />0' 30' 60'
<br />I Fr,Frvn•
<br />• MONUMENT FOUND FLUSH OR AS NOTED
<br />( ) DATA OF RECORD
<br />[ ] CALCULATED DATA
<br />BOTP BOOK OF TOWN PLATS
<br />CALC. CALCULATED
<br />FD FOUND
<br />IP IRON PIPE
<br />IR IRON ROD
<br />MCSR MARION COUNTY SURVEY RECORD
<br />R1 MARION COUNTY SURVEY RECORD 30964
<br />W/YPC WITH YELLOW PLASTIC CAP
<br />t MORE OR LESS
<br />REFERENCE SURVEYS:
<br />MCSR 1933, MCSR 12421, MCSR 34699, MCSR 30964, MCSR 33504,
<br />MCSR 30964C, S15-040 BOTP.
<br />NARRATTVF-
<br />THE PURPOSE OF THIS SURVEY IS TO DEPICT THE
<br />CONSOLIDATION OF THE LANDS DESCRIBED AS 'PARCEL V AND
<br />'PARCEL 2' IN MARION COUNTY DEED VOLUME 4509, PAGE 60 INTO
<br />A SINGLE UNIT OF LAND.
<br />THE CENTERLINE OF SILVERTON ROAD NE (M.R. 26) WAS
<br />CALCULATED USING THE RECORD DISTANCE OF 42.00 FEET NORTH
<br />FROM THE NORTHEAST CORNER OF AREA B (PARCEL II) AND
<br />NORTHWEST CORNER OF SAID AREA A (PARCEL I). STATIONING
<br />ALONG THE CALCULATED CENTERLINE TOGETHER WITH OFFSETS
<br />AS NOTED IN MCSR 30964 WERE USED TO PLACE ANGLE POINTS IN
<br />THE SOUTH RIGHT OF WAY AT THE TURNOUT.
<br />THE NORTHEAST CORNER OF AREA B (PARCEL II) WAS
<br />CALCULATED USING RECORD DISTANCE OF 26.37 FEET PER MCSR
<br />30964 FROM A FOUND ROD ON THE SOUTH RIGHT OF WAY OF
<br />SILVERTON ROAD NE (M.R. 26) SET IN MCSR 1933. COUNTY
<br />SURVEYS 1933 AND 30964 SHOW TIES TO ORIGINAL MONUMENTS
<br />BEFORE THE RIGHT OF WAY WAS WIDENED AND IS THE BEST
<br />EVIDENCE OF WHERE THE CONTROLLING MONUMENTS WERE
<br />PRIOR TO THEM BEING DESTROYED; ADDITIONALLY, THEY AGREE
<br />REASONABLY WELL WITH FRONTAGE DISTANCES CALLED FOR IN
<br />THE SUBJECT DEED.
<br />THE REST OF THE BOUNDARY WAS RETRACED BY ACCEPTING THE
<br />FOUND MONUMENTS RECOVERED AT THE CORNERS.
<br />THE BASIS OF BEARING WAS ESTABLISHED ALONG THE SAID
<br />SOUTH RIGHT OF WAY OF SILVERTON ROAD NE (M.R. 26) PER
<br />MCSR 30964.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />x
<br />YL.).
<br />IV OREGON
<br />JUNE 12, 2013
<br />KYLE W. LATIMER
<br />#80442
<br />EXPIRES 12-31-2022
<br />SHEET 1 OF 1
<br />Udell
<br />ENGINEERING &LAND
<br />SURVEYING, LLC
<br />63 EAST ASH ST.
<br />LEBANON, OR 97355
<br />PH. (541) 451-5125
<br />FAX (541) 451-1366
<br />21-107 CONSER SILVERTON PLA GSR
<br />PROPERTY LINE ADJUSTMENT
<br />AT THE REQUEST OF
<br />SWAN INVESTMENT CO LLC
<br />SILVERTON ROAD NE IN THE
<br />NW 1/4 SEC. 17, T. 7 S., R. 2 W.,
<br />W.M.
<br />-_ - CENTERLINE
<br />.
<br />M.R26
<br />RIGHT OF WAY WIDTH VARIES
<br />MARION COUNTY , OREGON
<br />NE CORNER OF LOT 1
<br />-JANUARY
<br />000
<br />- -[N85°15'17"W] (S85017'32" E)R1
<br />05, 2022
<br />NO PLANNING CASE REQUIRED
<br />BLOCK 1, MIDDLE GROVE TRACTS
<br />-
<br />FD 5/8" IR W/ YPC "BARKER PLS 636"
<br />V, *-'
<br />Lu
<br />[274.43'] -
<br />CENTERLINE
<br />[14.00']
<br />MCSR 36121 AT BACK OF SIDEWALK
<br />- (14.001)R1
<br />[15.00']
<br />C)
<br />rj
<br />-
<br />♦ - - ��
<br />a I
<br />)
<br />[38.011]
<br />(38.00')R1 I [26.3T]
<br />o -- _
<br />- _
<br />---------__
<br />S87°02'44"E
<br />�,
<br />- BASIS OFB�EARING
<br />o o �
<br />I��
<br />.-, I (26.37)Rl
<br />o
<br />260.00'
<br />it
<br />N85°17'32" 274.43'
<br />274.47
<br />•-i o
<br />FD 5/8" IR L' 1
<br />o f
<br />000 00
<br />I I ,,,,
<br />00v- o �^
<br />I wFD
<br />t5°17'32"EW
<br />)R1
<br />5/8" IR 2 ,
<br />] ( 51'13 )R1
<br />MCSR 1933
<br />06,
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<br />`";
<br />M o[251.v.
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<br />MCSR 30964C
<br />HELD
<br />.-.
<br />[93.38
<br />o
<br />HFLD
<br />- S85°08'37" i
<br />FENCE IS 0.1' EAST
<br />OF PROPERTY LINE
<br />FENCE IS 0.5' WEST
<br />OF PROPERTY LINE
<br />FENCE IS 1' EAST
<br />OF PROPERTY LINE
<br />FD 5/8" IR
<br />MCSR 34699
<br />HELD
<br />MCSR 39587
<br />5
<br />d -
<br />Ln
<br />0
<br />M
<br />Y
<br />z
<br />Z
<br />P
<br />FENCE IS 0.4' EAST OF PROPERTY LINE
<br />FD 5/8" IR, DOWN 0.5'
<br />MCSR 27292
<br />HELD
<br />SO4024'40"W 52.05'
<br />(S3°40'00"W 52.00-)MCSR 34699
<br />FENCE IS 0.2' NORTH OF PROPERTY LINE
<br />vi ! A
<br />1.72 f ACRES CURRENT
<br />+ 0.79 f ACRES ADJUSTED
<br />2.51 f ACRES TOTAL
<br />(PARCEL I)
<br />(REEL 4509, PAGE 60)
<br />S85036'13"E 252.26'
<br />021'0711E 252.27)MCSR 34699
<br />6' CHAINLINK FENCE
<br />FD
<br />MCS
<br />[23.34']
<br />(23.34')
<br />IMCSR 306}
<br />I
<br />I
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<br />J
<br />DI
<br />I
<br />V
<br />I
<br />I
<br />^ I
<br />n I
<br />N
<br />O I
<br />MI
<br />LI
<br />I
<br />REEL 4608, PAGE 447
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />3/4" IP I
<br />t 12239 1 I
<br />S85036' 13 "E 368.70'
<br />WYOMING MOBILE HOME PARK FENCE IS 0.1' SOUTH OF
<br />PROPERTY LINE
<br />[N85015'2011W 38.01']
<br />(3 8. 00')R1
<br />[N61026'15"W 15.30]
<br />(15.23')R1
<br />[S72047'00"W 16.17]
<br />(16.16')R1
<br />FD 5/8" IR W/YPC "OSDH"
<br />DOWN 0.5'
<br />MCSR 1933 HELD
<br />[N85008'37"W 26.37]
<br />(26.37')R1
<br />U ew
<br />0.79 f ACRES CURRENT
<br />- 0.79 f SQUARE FEET ADJUSTED
<br />0.00 t ACRES TOTAL
<br />(PARCEL II)
<br />(REEL 4509, PAGE 60)
<br />S85036 -13"E 116.44'
<br />(S85°35'32"E 116.75')M( -r
<br />FD 3/4" IP
<br />DOWN 0.3'
<br />MCSR 12421
<br />HELD
<br />30964
<br />yr
<br />0
<br />Ln
<br />M
<br />^ ti M
<br />N �U
<br />N rn H
<br />W N O
<br />v, w
<br />N - N
<br />o
<br />p
<br />o -
<br />�r 'n
<br />�z
<br />M
<br />0
<br />M
<br />0
<br />0.2' SOUTH OF -
<br />PROPERTY LINE
<br />/ I`CALCULATED
<br />NE. CORNER
<br />MCSR 39587
<br />SCALE:
<br />0' 30' 60'
<br />I Fr,Frvn•
<br />• MONUMENT FOUND FLUSH OR AS NOTED
<br />( ) DATA OF RECORD
<br />[ ] CALCULATED DATA
<br />BOTP BOOK OF TOWN PLATS
<br />CALC. CALCULATED
<br />FD FOUND
<br />IP IRON PIPE
<br />IR IRON ROD
<br />MCSR MARION COUNTY SURVEY RECORD
<br />R1 MARION COUNTY SURVEY RECORD 30964
<br />W/YPC WITH YELLOW PLASTIC CAP
<br />t MORE OR LESS
<br />REFERENCE SURVEYS:
<br />MCSR 1933, MCSR 12421, MCSR 34699, MCSR 30964, MCSR 33504,
<br />MCSR 30964C, S15-040 BOTP.
<br />NARRATTVF-
<br />THE PURPOSE OF THIS SURVEY IS TO DEPICT THE
<br />CONSOLIDATION OF THE LANDS DESCRIBED AS 'PARCEL V AND
<br />'PARCEL 2' IN MARION COUNTY DEED VOLUME 4509, PAGE 60 INTO
<br />A SINGLE UNIT OF LAND.
<br />THE CENTERLINE OF SILVERTON ROAD NE (M.R. 26) WAS
<br />CALCULATED USING THE RECORD DISTANCE OF 42.00 FEET NORTH
<br />FROM THE NORTHEAST CORNER OF AREA B (PARCEL II) AND
<br />NORTHWEST CORNER OF SAID AREA A (PARCEL I). STATIONING
<br />ALONG THE CALCULATED CENTERLINE TOGETHER WITH OFFSETS
<br />AS NOTED IN MCSR 30964 WERE USED TO PLACE ANGLE POINTS IN
<br />THE SOUTH RIGHT OF WAY AT THE TURNOUT.
<br />THE NORTHEAST CORNER OF AREA B (PARCEL II) WAS
<br />CALCULATED USING RECORD DISTANCE OF 26.37 FEET PER MCSR
<br />30964 FROM A FOUND ROD ON THE SOUTH RIGHT OF WAY OF
<br />SILVERTON ROAD NE (M.R. 26) SET IN MCSR 1933. COUNTY
<br />SURVEYS 1933 AND 30964 SHOW TIES TO ORIGINAL MONUMENTS
<br />BEFORE THE RIGHT OF WAY WAS WIDENED AND IS THE BEST
<br />EVIDENCE OF WHERE THE CONTROLLING MONUMENTS WERE
<br />PRIOR TO THEM BEING DESTROYED; ADDITIONALLY, THEY AGREE
<br />REASONABLY WELL WITH FRONTAGE DISTANCES CALLED FOR IN
<br />THE SUBJECT DEED.
<br />THE REST OF THE BOUNDARY WAS RETRACED BY ACCEPTING THE
<br />FOUND MONUMENTS RECOVERED AT THE CORNERS.
<br />THE BASIS OF BEARING WAS ESTABLISHED ALONG THE SAID
<br />SOUTH RIGHT OF WAY OF SILVERTON ROAD NE (M.R. 26) PER
<br />MCSR 30964.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />x
<br />YL.).
<br />IV OREGON
<br />JUNE 12, 2013
<br />KYLE W. LATIMER
<br />#80442
<br />EXPIRES 12-31-2022
<br />SHEET 1 OF 1
<br />Udell
<br />ENGINEERING &LAND
<br />SURVEYING, LLC
<br />63 EAST ASH ST.
<br />LEBANON, OR 97355
<br />PH. (541) 451-5125
<br />FAX (541) 451-1366
<br />21-107 CONSER SILVERTON PLA GSR
<br />
|