|
/,01� ol 100, 200' RECORD OF SURVEY
<br />FOR PROPERTY LINE ADJUSTMENT
<br />SCALE: 1 INCH = 200 FEET IN THE NE & NW 1/4 OF SECTION 4 AND THE NW 1/4 OF SECTION 3, T.7S., RAE., W.M., THE SW
<br />�o
<br />1/4 OF SECTION 34 AND THE SE 1/4 OF SECTION 33, T.6S., RAE., W.M., MARION COUNTY, OREGON
<br />DATE: DECEMBER 14, 2020
<br />LINE TABLE
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />L1
<br />N90'00'00"E
<br />174.90'
<br />L2
<br />N90'00'00"E
<br />300.96'
<br />L3
<br />N76'15'00"W
<br />309.54'
<br />L4
<br />N90'00'00"W
<br />249.35'
<br />L5
<br />SO'00'00"E
<br />509.52'
<br />L6
<br />N39'18'15"E
<br />226.35'
<br />L7
<br />N90'00'0001E
<br />90.43'
<br />SURVEY/DEED REFERENCES
<br />NOTE: ALL REFERENCES ARE FROM
<br />MARION COUNTY RECORDS
<br />(1) MCSR 38857
<br />(D1) REEL 1920, PAGE 449
<br />(D2) REEL 4377, PAGE 372
<br />CALCULATED POINT BEARS 23.63 CHAINS
<br />EAST AND 7.72 CHAINS S20'E OF THE
<br />SOUTHWEST CORNER OF SECTION 33
<br />L7 -
<br />N90'00 00"WD818.53'
<br />RECORD LINE TABLE
<br />LINE #
<br />DIRECTION
<br />LENGTH
<br />L1
<br />(D1)
<br />EAST
<br />2.65
<br />CHAINS
<br />L2
<br />(D1)
<br />EAST
<br />4.56
<br />CHAINS
<br />L3
<br />(D1)
<br />N76'15'W
<br />4.69
<br />CHAINS
<br />L4
<br />(D2)
<br />WEST
<br />3.69
<br />CHAINS
<br />L5
<br />(D2)
<br />SOUTH
<br />7.72
<br />CHAINS
<br />SURVEY/DEED REFERENCES
<br />NOTE: ALL REFERENCES ARE FROM
<br />MARION COUNTY RECORDS
<br />(1) MCSR 38857
<br />(D1) REEL 1920, PAGE 449
<br />(D2) REEL 4377, PAGE 372
<br />CALCULATED POINT BEARS 23.63 CHAINS
<br />EAST AND 7.72 CHAINS S20'E OF THE
<br />SOUTHWEST CORNER OF SECTION 33
<br />L7 -
<br />N90'00 00"WD818.53'
<br />I / / / / `-N39'18'15"E 349.72'
<br />N65'02'04"E 148.50'
<br />[NORTHEAST 2.25 CHAINS (D2)]
<br />THE PURPOSE OF THIS SURVEY IS TO COMPLETE A
<br />PROPERTY LINE ADJUSTMENT BETWEEN THOSE TRACTS OF
<br />LAND DESCRIBED IN REEL 2860, PAGE 446, AND REEL 4377,
<br />PAGE 372, MARION COUNTY DEED RECORDS, PER MARION
<br />COUNTY PROPERTY LINE ADJUSTMENT CASE NO. 20-031.
<br />FOR MY BASIS OF BEARINGS, I HELD NORTH 00'00'00" EAST
<br />BETWEEN MONUMENTS FOUND AS SHOWN ALONG THE EAST
<br />LINE OF THE SAMUEL S. COX DONATION LAND CLAIM PER
<br />REEL 4377, PAGE 372, MARION COUNTY DEED RECORDS.
<br />RECEIVED 12/18/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />01/27/2021.
<br />MCSR 39343
<br />SE CORNER OF THE
<br />ELIAS COX D.L.C.
<br />3-1/4" ALUMINUM CAP
<br />M.C.S.R. 37309
<br />(DOWN 0.8')
<br />\D N C 6 G
<br />�,q-
<br />T6S R1 W 2
<br />z C43 -c
<br />C46
<br />C45
<br />S, 2007
<br />�RVE'�0
<br />Ilk
<br />CALCULATED SE CORNER Pp
<br />OF SW QUARTER OF �O QP J�
<br />SECTION 33
<br />f
<br />..yGj1y EAST BOUNDARY OF RR
<br />CALLED TO IN DEED
<br />v�// PART OF
<br />J PROPERTY B
<br />TRANSFER AREA
<br />23.32 ACRES
<br />C
<br />[WEST 16.82 CHAINS (D2)]
<br />L4 -L�- N90'00'00"W 1110.12'
<br />N90'00'00"W 2178.00'
<br />[WEST 33.0 CHAINS (D2)] I
<br />N0�
<br />OPER�ED
<br />PR SVRVE (AS TRj�Y
<br />PARADE A (CRR
<br />WEST BOUNDARY OF RR
<br />N
<br />0
<br />RADIUS
<br />CALLED TO IN DEED
<br />Gry �G
<br />Z
<br />'-�pU
<br />CT
<br />,-,
<br />�A�1•
<br />` QQPP4 X01
<br />W
<br />~ O
<br />M
<br />U
<br />cn 1*,�
<br />W
<br />M
<br />z ai
<br />'A
<br />1 PCO
<br />c
<br />U W
<br />0
<br />0 1-i
<br />n 0
<br />O
<br />U P N
<br />(
<br />0
<br />O
<br />do - �
<br />M
<br />H N
<br />J Z
<br />I N =O
<br />ON
<br />0 o
<br />oN
<br />u
<br />I / / / / `-N39'18'15"E 349.72'
<br />N65'02'04"E 148.50'
<br />[NORTHEAST 2.25 CHAINS (D2)]
<br />THE PURPOSE OF THIS SURVEY IS TO COMPLETE A
<br />PROPERTY LINE ADJUSTMENT BETWEEN THOSE TRACTS OF
<br />LAND DESCRIBED IN REEL 2860, PAGE 446, AND REEL 4377,
<br />PAGE 372, MARION COUNTY DEED RECORDS, PER MARION
<br />COUNTY PROPERTY LINE ADJUSTMENT CASE NO. 20-031.
<br />FOR MY BASIS OF BEARINGS, I HELD NORTH 00'00'00" EAST
<br />BETWEEN MONUMENTS FOUND AS SHOWN ALONG THE EAST
<br />LINE OF THE SAMUEL S. COX DONATION LAND CLAIM PER
<br />REEL 4377, PAGE 372, MARION COUNTY DEED RECORDS.
<br />RECEIVED 12/18/2020 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />01/27/2021.
<br />MCSR 39343
<br />SE CORNER OF THE
<br />ELIAS COX D.L.C.
<br />3-1/4" ALUMINUM CAP
<br />M.C.S.R. 37309
<br />(DOWN 0.8')
<br />\D N C 6 G
<br />�,q-
<br />T6S R1 W 2
<br />z C43 -c
<br />C46
<br />C45
<br />S, 2007
<br />�RVE'�0
<br />Ilk
<br />CALCULATED SE CORNER Pp
<br />OF SW QUARTER OF �O QP J�
<br />SECTION 33
<br />f
<br />..yGj1y EAST BOUNDARY OF RR
<br />CALLED TO IN DEED
<br />v�// PART OF
<br />J PROPERTY B
<br />TRANSFER AREA
<br />23.32 ACRES
<br />C
<br />[WEST 16.82 CHAINS (D2)]
<br />L4 -L�- N90'00'00"W 1110.12'
<br />N90'00'00"W 2178.00'
<br />[WEST 33.0 CHAINS (D2)] I
<br />N0�
<br />OPER�ED
<br />PR SVRVE (AS TRj�Y
<br />PARADE A (CRR
<br />ADJUSTED
<br />NEW LINE
<br />PROPERTY A
<br />SEE SHEET 2
<br />11565-1011',
<br />X5.20. � S80'21'380W 275.23'
<br />—g82'OS'35"W p2 [N72'45'E 1.62 CHAINS (D2)]
<br />81'37 E 26.37 CHAINS (D2) �IP 1 /2"
<br />[N
<br />(SEE SHEET 2)
<br />CURVE TABLE
<br />a U
<br />N
<br />0
<br />RADIUS
<br />^
<br />co
<br />N Q
<br />-
<br />0,
<br />O
<br />Z
<br />'-�pU
<br />NU)
<br />a
<br />Sao
<br />o°°N
<br />�Z
<br />�o Q
<br />W
<br />~ O
<br />M
<br />U
<br />m
<br />W
<br />W
<br />LL-
<br />Wpr'`)
<br />100
<br />7644.28'
<br />0
<br />0 1-i
<br />N
<br />O
<br />U P N
<br />(
<br />N
<br />-
<br />U 0 0
<br />O
<br />O~
<br />m
<br />J Z
<br />I N =O
<br />0 o
<br />oN
<br />ADJUSTED
<br />NEW LINE
<br />PROPERTY A
<br />SEE SHEET 2
<br />11565-1011',
<br />X5.20. � S80'21'380W 275.23'
<br />—g82'OS'35"W p2 [N72'45'E 1.62 CHAINS (D2)]
<br />81'37 E 26.37 CHAINS (D2) �IP 1 /2"
<br />[N
<br />(SEE SHEET 2)
<br />CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl
<br />285.41'
<br />2241.60'
<br />07'17'42"
<br />N52'56'24"E
<br />285.21'
<br />C2
<br />332.67'
<br />2301.60'
<br />08'16'54"
<br />N43'26'42"E
<br />332.38'
<br />C3
<br />428.30'
<br />7644.28'
<br />03'12'37"
<br />N58'11'34"E
<br />428.24'
<br />THE MOST OUTER BOUNDARY OF SUBJECT PROPERTY, AS
<br />SHOWN HEREON, WAS RESOLVED BY HOLDING RECORD
<br />GEOMETRY FROM SAID DEEDS RECORDED IN REEL 2860,
<br />PAGE 446, AND REEL 4377, PAGE 372. THE CENTERLINE OF
<br />PARADISE ALLEY WAS RESOLVED BY HOLDING THE
<br />CENTERLINE OF THE TRAVELED ROADWAY AND A 60.00 FOOT
<br />RIGHT OF WAY WIDTH (SEE MCSR 35529 FOR A DETAILED
<br />HISTORY OF THE ROADWAY). THE SOUTHERN PACIFIC
<br />RAILROAD WAS RESOLVED BY HOLDING THE CENTERLINE OF
<br />THE EXISTING TRACKS AND A 60.00 FOOT RIGHT OF WAY
<br />WIDTH PER MCSR 36574. THERE WAS NO ATTEMPT TO
<br />RESOLVE ANY DISCREPANCIES THAT MAY SHOW UP AS A
<br />RESULT OF SAID DEEDS.
<br />NEW PROPERTY LINES WERE ESTABLISHED BY THE DIRECTION
<br />OF THE LANDOWNER.
<br />G'
<br />CALCULATED SW CORNER---,.�
<br />LEANDER S. DAVIS D.L.C. NO. 59
<br />N90'00'00"E 990.00'
<br />L1 'j N90'00'00"E 815.10'
<br />[EAST 12.35 CHAINS (D1)]
<br />N0l
<br />S
<br />PRS og\JEYED
<br />(�- ORIGINAL LINE TO
<br />I BE ADJUSTED
<br />(EAST BOUNDARY OF
<br />SAMUEL S. COX D.L.C.)
<br />N00 -00'00"E 156.42
<br />[NORTH 2.37 CHAINS (D2)]
<br />�::t—IP 1/2"
<br />06 z
<br />r -Q
<br />o
<br />It =
<br />N )
<br />N U
<br />z
<br />W
<br />O
<br />U N
<br />� �
<br />W
<br />O r7
<br />Lo 00
<br />O =
<br />O
<br />zo
<br />0
<br />zDEED
<br />0,_,
<br />RECORDED IN
<br />z
<br />�0
<br />u
<br />D N
<br />o
<br />0
<br />MARKET ROAD
<br />Ln
<br />L
<br />PART OF
<br />PROPERTY B
<br />N0�
<br />PRO �RREYED
<br />5
<br />[WEST 7.85 CHAINS (D1)]
<br />N90000'00"W 518.10'
<br />PROPERTY B
<br />66.00 ACRES BEFORE
<br />89.32 ACRES AFTER
<br />(INCLUDING RIGHT OF WAY)
<br />MCSR 39343
<br />S00ro0'000E 6.60'
<br />[SOUTH 10 LINKS (D1)]
<br />L2 --.
<br />P (AS TRAVELED)
<br />ALLEY (CR 758)
<br />. N8422' "
<br />[N84'22'yy W 818.92'_
<br />12.60 CHAINS
<br />M
<br />N00'00.00"E 40.92' �3
<br />[NORTH 62 LINKS (D1)]
<br />M
<br />LEGEND
<br />• FOUND 1/2" IRON PIPE PER MCSR 28612
<br />WITHIN 0.2' OF SURFACE, UNLESS OTHERWISE NOTED
<br />in
<br />2.23 ACRES EXIST WITHIN
<br />SET 5/8"x30" IR W/YPC MARKED
<br />,-,
<br />PARADISE ALLEY RIGHT OF WAY
<br />"HOWELL LS 91569"
<br />rn�
<br />04
<br />01
<br />0.76 ACRES EXIST WITHIN
<br />o
<br />3 =
<br />RAILROAD RIGHT OF WAY
<br />Z
<br />0
<br />�Q
<br />zDEED
<br />0,_,
<br />RECORDED IN
<br />v
<br />`J
<br />REEL 4440, PAGE 51
<br />COUNTY ROAD
<br />o
<br />MR
<br />MARKET ROAD
<br />Z
<br />N
<br />N
<br />ZY Np1
<br />0
<br />N ~
<br />PRs URR EYED
<br />oN
<br />u
<br />P (AS TRAVELED)
<br />ALLEY (CR 758)
<br />. N8422' "
<br />[N84'22'yy W 818.92'_
<br />12.60 CHAINS
<br />M
<br />N00'00.00"E 40.92' �3
<br />[NORTH 62 LINKS (D1)]
<br />M
<br />LEGEND
<br />• FOUND 1/2" IRON PIPE PER MCSR 28612
<br />WITHIN 0.2' OF SURFACE, UNLESS OTHERWISE NOTED
<br />in
<br />O
<br />SET 5/8"x30" IR W/YPC MARKED
<br />IR
<br />"HOWELL LS 91569"
<br />N
<br />M
<br />[DATA(#)]
<br />RECORD DATA AND REFERENCE
<br />MCSR
<br />MARION COUNTY SURVEY RECORD REGISTERED
<br />W
<br />PROFESSIONAL
<br />o
<br />D.L.C.
<br />DONATION LAND CLAIM LAND SJRVEYOI
<br />Q
<br />CR
<br />COUNTY ROAD
<br />o
<br />MR
<br />MARKET ROAD
<br />N
<br />RR RAILROAD OIAON
<br />IP IRON PIPE [SEPTEMBtR 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2021
<br />
|