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<br />AZIMUTH SURVEYING
<br />2015 Market Street, NE
<br />Salem, Ore on 97301
<br />Phone (503 364-0026
<br />Project No. 21-046
<br />RECEIVED 01/04/2022 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />04/08/2022.
<br />MCSR 39565
<br />• SOUTHWEST CORNER OF TUCKER D.L.C. #52
<br />/ 3" BRASS DISK MARKED
<br />11 MARION T.6.S RA.W
<br />/ SW COR L DLC 52 COUNTY"
<br />/ DOWN 9" IN MONUMENT BOX
<br />[MARION COUNTY, 4409—MO19]
<br />1
<br />/
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<br />CALCULATED POSITION OF 3/4" I.R.
<br />FROM OREGON DEPARTMENT OF /
<br />TRANSPORTATION RIGHT OF WAY /
<br />MAP #10C-51-11
<br />/ FIELD EDGE
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<br />37.22'
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<br />/ 002
<br />/ 20
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<br />3/4" I.P. DOWN 5"
<br />[SOLBERG, 19339]
<br />S89'35'08"E 533.00'
<br />(N89'37'W 1533'1 - REEL 3586, PAGE 76)
<br />(N89'37 W 533 — SOLBERG, 19339)
<br />TALBOT
<br />VOLUME 857, PAGE 446
<br />S89'31'49"E 533.00'
<br />(S89'37'E t533'i ! REEL 3586, PAGE 76)
<br />(S89'37 E 533 — SOLBERG, 19339)
<br />NOTE: TRUE POINT INSIDE ANCHOR POST
<br />REFERENCE MONUMENTS SET:
<br />N89'35'08"W 1.00' OF TRUE CORNER
<br />AND S00'31'08"E 8.00' OF TRUE CORNER
<br />10.2'
<br />1.7'
<br />FIELD EDGE
<br />MCSR 39565
<br />BOUNDARY SURVEY
<br />FOR
<br />CASEY STADELI
<br />IN THE SE 1/4 OF SECTION 21, T. 6 S., R. 1 W., W.M.
<br />MARION COUNTY, OREGON
<br />DECEMBER 22, 2021
<br />LEGEND
<br />•
<br />= Found Monument as noted, flush
<br />with ground surface and in good
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<br />/
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<br />= Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( )
<br />= Data of Record
<br />€
<br />= Data Computed from one or more
<br />Record Sources as noted
<br />[ ]
<br />= Surveyor, File Number for survey in
<br />which monument probably originated
<br />1. P.
<br />= Iron Pipe
<br />1. R.
<br />= Iron Rod
<br />�;
<br />= Wooden Anchor Post
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<br />survey done by the Oregon State Highway Department in survey 1878 of Marion County
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<br />Records with an unknown surveyor. Coordinates for both an iron pipe located at the
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<br />13.4'
<br />southwesterly corner of the property owned by Talbot given on the aforementioned ODOT
<br />01-,
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<br />survey and the Southwest corner of Tucker D.L.C. #52 were used to find the old centerline
<br />000ri
<br />/
<br />MarketRoad 18. From there, the location, given from coordinates on the same survey,
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<br />of a 3/4„ iron rod near the northwesterly corner of the property owned by David and
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<br />Gail Talbot was calculated.
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<br />A line was drawn from the said iron pipe and the calculated location for the iron rod,
<br />and an angle turned ninety degrees to establish the bearing of the north line of the said
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<br />Talbot property that was then extended the distance of deed. A monument was set on
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<br />the easterly right of way line of the current realignment of Market Road 18. From there
<br />the easterly line of the Talbot property was established by the distance cited in deed,
<br />and an iron rod was set.
<br />/
<br />3/4" I.P. DOWN 5"
<br />[SOLBERG, 19339]
<br />S89'35'08"E 533.00'
<br />(N89'37'W 1533'1 - REEL 3586, PAGE 76)
<br />(N89'37 W 533 — SOLBERG, 19339)
<br />TALBOT
<br />VOLUME 857, PAGE 446
<br />S89'31'49"E 533.00'
<br />(S89'37'E t533'i ! REEL 3586, PAGE 76)
<br />(S89'37 E 533 — SOLBERG, 19339)
<br />NOTE: TRUE POINT INSIDE ANCHOR POST
<br />REFERENCE MONUMENTS SET:
<br />N89'35'08"W 1.00' OF TRUE CORNER
<br />AND S00'31'08"E 8.00' OF TRUE CORNER
<br />10.2'
<br />1.7'
<br />FIELD EDGE
<br />MCSR 39565
<br />BOUNDARY SURVEY
<br />FOR
<br />CASEY STADELI
<br />IN THE SE 1/4 OF SECTION 21, T. 6 S., R. 1 W., W.M.
<br />MARION COUNTY, OREGON
<br />DECEMBER 22, 2021
<br />LEGEND
<br />•
<br />= Found Monument as noted, flush
<br />with ground surface and in good
<br />tD
<br />condition unless otherwise noted
<br />o
<br />= Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( )
<br />= Data of Record
<br />€
<br />= Data Computed from one or more
<br />Record Sources as noted
<br />[ ]
<br />= Surveyor, File Number for survey in
<br />which monument probably originated
<br />1. P.
<br />= Iron Pipe
<br />1. R.
<br />= Iron Rod
<br />�;
<br />= Wooden Anchor Post
<br />SCALE : 1 " = 60'
<br />5—foot by 1/2” fiberglass posts were set along the one aforementioned line.
<br />STADELI
<br />REEL 3586, PAGE 76
<br />ANCHOR POST IS N79'27'32"W 6.91'
<br />FROM SET IRON ROD
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />WG -M
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />NARRATIVE
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<br />The purpose of this survey is to find and post the common boundary line between the
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<br />property owned by David and Gail Talbot described in Marion County Records Volume
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<br />857, Page 446, and as Casey and Lisa Stadeli described in Marion County Records Reel
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<br />3586, Page 76.
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<br />These two lines were re—established based on both record from the deeds, as well as a
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<br />survey done by the Oregon State Highway Department in survey 1878 of Marion County
<br />UJ
<br />Records with an unknown surveyor. Coordinates for both an iron pipe located at the
<br />00�
<br />�N
<br />13.4'
<br />southwesterly corner of the property owned by Talbot given on the aforementioned ODOT
<br />01-,
<br />Qa
<br />survey and the Southwest corner of Tucker D.L.C. #52 were used to find the old centerline
<br />000ri
<br />?o of
<br />MarketRoad 18. From there, the location, given from coordinates on the same survey,
<br />0n(0
<br />3Y
<br />of a 3/4„ iron rod near the northwesterly corner of the property owned by David and
<br />V) (D3:
<br />0 <
<br />Gail Talbot was calculated.
<br />rn
<br />Mo
<br />Oo
<br />A line was drawn from the said iron pipe and the calculated location for the iron rod,
<br />and an angle turned ninety degrees to establish the bearing of the north line of the said
<br />oz
<br />z
<br />UJ
<br />z
<br />Talbot property that was then extended the distance of deed. A monument was set on
<br />J
<br />the easterly right of way line of the current realignment of Market Road 18. From there
<br />the easterly line of the Talbot property was established by the distance cited in deed,
<br />and an iron rod was set.
<br />5—foot by 1/2” fiberglass posts were set along the one aforementioned line.
<br />STADELI
<br />REEL 3586, PAGE 76
<br />ANCHOR POST IS N79'27'32"W 6.91'
<br />FROM SET IRON ROD
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />WG -M
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />
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