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0' 100' 200'
<br />SCALE: 1 INCH = 200 FEET
<br />RECORD OF SURVEY
<br />IN THE NW 1/4 OF SECTION 14, T. 7S., R. 2W., W.M.
<br />MARION COUNTY, OREGON
<br />0 BASIS OF BEARINGS
<br />0
<br />o S89'56'19"E 2654.33'
<br />• �- 0j [S89 -45'18"E 2654.33'(3)]
<br />0
<br />0
<br />C 0
<br />SON �
<br />�Z T7S R2W 7,
<br />Q- -A
<br />S10 S11
<br />S15 S14
<br />S, 2004
<br />vE�o
<br />1286.25' [1286.25(3)
<br />2-1/2" BRASS CAP
<br />SET IN MCSR 36509
<br />DOWN 0.5' IN
<br />MONUMENT BOX, HELD
<br />IRON BAR CALCULATED
<br />PER MCSR 36509
<br />WEST LINE OF 23.09
<br />ACRE TRACT PER
<br />MCSR 7038
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF THAT
<br />PROPERTY CONVEYED TO ROTH BY REEL 34, PAGE 1940, MARION COUNTY
<br />DEED RECORDS.
<br />FOR MY BASIS OF BEARINGS I HELD THE OREGON COORDINATE REFERENCE
<br />SYSTEM "SALEM ZONE", NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A
<br />TRIMBLE R12i GNSS RECEIVER UTILIZING THE OREGON REAL-TIME GNSS
<br />NETWORK BETWEEN MONUMENTS FOUND AS SHOWN ALONG THE CENTERLINE OF
<br />LARDON ROAD NE.
<br />THE NORTH
<br />LINE OF
<br />SUBJECT PROPERTY WAS RESOLVED BY HOLDING 20.00
<br />FEET SOUTH
<br />OF THE
<br />CENTERLINE
<br />OF LARDON ROAD NE PER MARION COUNTY
<br />ROAD BOOK
<br />4, PAGE
<br />75. LARDON
<br />ROAD NE (CR 735) WAS RESOLVED BY
<br />HOLDING A WIDTH OF
<br />40.00 FEET,
<br />CENTERED ALONG THE SECTION LINE
<br />COMMON TO
<br />SECTIONS
<br />11 AND 14,
<br />BETWEEN MONUMENTS FOUND AS SHOWN
<br />PER MARION
<br />COUNTY
<br />ROAD BOOK
<br />4, PAGE 575.
<br />TO RESOLVE THE EAST AND WEST LINES OF SUBJECT
<br />PROPERTY, I FIRST
<br />CALCULATED THE WEST LINE OF THE 23.09 ACRE TRACT AS SHOWN ON MCSR
<br />7038. THIS LINE WAS RESOLVED BY HOLDING THE FOUND 3-1/4" ALUMINUM
<br />CAP MARKING THE NW CORNER OF THE JOSEPH
<br />SURVEY/DEED REFERENCES
<br />FOSS D.L.C. NO. 62 (SET IN MCSR 36922) AND
<br />3" BRASS CAP
<br />THE CALCULATED POSITION OF AN IRON BAR SET
<br />N C 0IRON
<br />IN THE CENTERLINE OF LARDON ROAD NE. SAID
<br />NOTE: ALL REFERENCES ARE
<br />BAR WAS CALCULATED BY HOLDING A
<br />S R2WDISTANCE
<br />OF 1286.25 FEET EAST OF THE SECTIONCORNER
<br />BET. 11-14
<br />COMMON TO SECTIONS 10, 11, 14 AND 15C61
<br />-PER
<br />(T7
<br />2004
<br />MCSR 36509. THE EAST AND WEST LINES
<br />w
<br />c 0 I y
<br />THEN RESOLVED BY HOLDING PARALLEL WITH
<br />/"'C62WERE
<br />THIS CALCULATED LINE THROUGH MONUMENTS 'B'
<br />'D'
<br />2005AND
<br />PER MCSR 7038.
<br />�, , . _ � O
<br />THE SOUTH LINE WAS RESOLVED BY HOLDING THE
<br />SOUTH LINE OF THE TITUS SMITH D.L.C. NO. 61 NW CORNER OF JOSEPH
<br />BETWEEN 3-1/4" ALUMINUM CAPS SET ALONG FOSS D.L.C. NO. 62
<br />SAID LINE IN MCSR 36922.
<br />RECEIVED 08/04/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/14/2021
<br />MCSR 39473
<br />3-1/4" ALUMINUM CAP
<br />SET IN MCSR 36922
<br />DOWN 0.5', HELD
<br />0
<br />L N
<br />o=
<br />� U
<br />00
<br />�c�
<br />r N
<br />I N
<br />o�
<br />00
<br />Z u
<br />320.14' -'
<br />[320.0'(2)]
<br />L
<br />N
<br />o=
<br />L U
<br />.- 00
<br />0
<br />o�
<br />o�
<br />00
<br />Z u
<br />i [320.0'(2)] `
<br />320.14
<br />DATE: JULY 29, 2021
<br />LARDON ROAD NE
<br />(CR 735)
<br />345.42'
<br />[345.94'(2)]
<br />493.20' [7.46 CH.(D1)]
<br />S89'56'19"E 493.20'
<br />X209.31'=
<br />MCSR 39473
<br />RIOti
<br />T7S R2W
<br />SURVEY/DEED REFERENCES
<br />1/4 COR.
<br />3" BRASS CAP
<br />0
<br />SET IN MCSR 4409-BO67
<br />NOTE: ALL REFERENCES ARE
<br />o U
<br />,n
<br />DOWN 0.6' IN MONUMENT
<br />BET. 11-14
<br />BOX, HELD
<br />FROM MARION COUNTY RECORDS
<br />2004
<br />'- ROTH
<br />3 REEL 34, PAGE 1940
<br />w
<br />c 0 I y
<br />LEGEND
<br />U N
<br />•
<br />FOUND MONUMENT WITHIN 0.20' OF
<br />o
<br />SURFACE UNLESS OTHERWISE NOTED
<br />(2) MCSR 15332
<br />C5
<br />HELD UNLESS OTHERWISE NOTED
<br />N 0
<br />SET 5/8"x30" IR W/YPC MARKED
<br />(3) MCSR 36509
<br />~
<br />"HOWELL LS 91569", FLUSH
<br />[DATA(#)]
<br />RECORD DATA & REFERENCE
<br />(4) MCSR 36922
<br />®
<br />MONUMENT REFERENCE
<br />0
<br />o
<br />(5) P.P. 2021-27
<br />C5 IR
<br />IRON ROD
<br />(D1) REEL 34, PAGE 1940
<br />IP
<br />IRON PIPE
<br />W/YPC
<br />WITH YELLOW PLASTIC CAP
<br />SON Coy
<br />MCSR
<br />MARION COUNTY SURVEY RECORD
<br />P.P.
<br />PARTITION PLAT
<br />T7S R2W
<br />CR
<br />COUNTY ROAD
<br />D.L.C.
<br />DONATION LAND CLAIM
<br />Q"
<br />CH.
<br />CHAINS
<br />N0.
<br />NUMBER
<br />[345.94'(2)]
<br />345.42' -�
<br />BAR G FARMS INTERPRISES, TRUST
<br />REEL 1078, PAGE 124
<br />(R.491, P.254)
<br />(R.686, P.394)
<br />[N89'43'W 7.46 CH.(D1)]
<br />N89'59'54"W 493.20'
<br />1180.20' [1170.84'(5)]
<br />326.71' 166.49''
<br />0
<br />N89'59'54"W 2338.96'
<br />/[N90'00'00"W 2338.96'(4)]
<br />MONUMENT DESCRIPTIONS
<br />A IP 3/4" W/YPC MARKED "JC DOTY LS 1029", SHOWN IN (4)
<br />B IP 1/2", DOWN 1.0', BEARS S00'10'47"E 1.20' FROM CORNER (2)
<br />C IP 1/2", DOWN 0.4', BEARS 1.30' SOUTH OF LINE (2)
<br />D IP 1", DOWN 0.4', BEARS S00'10'47"E 1.53' FROM CORNER (1)
<br />RAM ACRES, LLC
<br />REEL 3611, PAGE 386
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />V OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />SURVEY/DEED REFERENCES
<br />00
<br />=
<br />00
<br />= o
<br />NOTE: ALL REFERENCES ARE
<br />o U
<br />,n
<br />°�
<br />FROM MARION COUNTY RECORDS
<br />ao
<br />00
<br />'- ROTH
<br />3 REEL 34, PAGE 1940
<br />w
<br />Ln
<br />001
<br />00 ui
<br />PARCEL 1
<br />( ) MCSR 7038
<br />N
<br />N N
<br />16.87 ACRES
<br />nj -
<br />N
<br />P.P. 2021-27
<br />(2) MCSR 15332
<br />o = =
<br />oO
<br />= o
<br />(3) MCSR 36509
<br />~
<br />T-
<br />(4) MCSR 36922
<br />0 0 0
<br />u
<br />u
<br />Z
<br />0
<br />0 0
<br />u
<br />(5) P.P. 2021-27
<br />(D1) REEL 34, PAGE 1940
<br />rn
<br />ANGLE POINT, SOUTH LINE OF
<br />SON Coy
<br />-TITUS
<br />SMITH D.L.C. NO. 61,
<br />T7S R2W
<br />NORTH LINE OF JOSEPH FOSS
<br />Q"
<br />D.L.C. NO. 62
<br />C61 -<
<br />3-1/4" ALUMINUM CAP
<br />C62
<br />SET IN MCSR 36922
<br />2005
<br />DOWN 2.8', HELD
<br />SSR 0�
<br />V E
<br />[345.94'(2)]
<br />345.42' -�
<br />BAR G FARMS INTERPRISES, TRUST
<br />REEL 1078, PAGE 124
<br />(R.491, P.254)
<br />(R.686, P.394)
<br />[N89'43'W 7.46 CH.(D1)]
<br />N89'59'54"W 493.20'
<br />1180.20' [1170.84'(5)]
<br />326.71' 166.49''
<br />0
<br />N89'59'54"W 2338.96'
<br />/[N90'00'00"W 2338.96'(4)]
<br />MONUMENT DESCRIPTIONS
<br />A IP 3/4" W/YPC MARKED "JC DOTY LS 1029", SHOWN IN (4)
<br />B IP 1/2", DOWN 1.0', BEARS S00'10'47"E 1.20' FROM CORNER (2)
<br />C IP 1/2", DOWN 0.4', BEARS 1.30' SOUTH OF LINE (2)
<br />D IP 1", DOWN 0.4', BEARS S00'10'47"E 1.53' FROM CORNER (1)
<br />RAM ACRES, LLC
<br />REEL 3611, PAGE 386
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />V OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />
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