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BOUNDARY SURVEY
<br />FOR
<br />JUDY TURNER
<br />in the SW 1/4 of SECTION 23, T. 8 S., R. 4 W., W.M.
<br />MARION COUNTY, OREGON
<br />JULY 13, 2021
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<br />RECEIVED 08/03/2021 BY
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<br />APPROVED FOR FILING ON
<br />09/14/2021.
<br />MCSR 39468
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<br />PROFESSIONAL
<br />LAND SURVEYOR
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<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />FLEMING
<br />REEL 3028, PAGE 52
<br />S88'42'51 "W 894.88'
<br />(N88'42'51"E €895.34',' - ANDREWS, MSCR 36280)
<br />BASIS OF BEARINGS
<br />TURNER
<br />REEL 3278, PAGE 265
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<br />475
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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. 21-055
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<br />RECEIVED 08/03/2021 BY
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<br />09/14/2021.
<br />MCSR 39468
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<br />PROFESSIONAL
<br />LAND SURVEYOR
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<br />OREGM
<br />JULY 25, 1990
<br />JAMES S. HEPLER
<br />2451
<br />EXPIRES: 6-30-23
<br />FLEMING
<br />REEL 3028, PAGE 52
<br />S88'42'51 "W 894.88'
<br />(N88'42'51"E €895.34',' - ANDREWS, MSCR 36280)
<br />BASIS OF BEARINGS
<br />TURNER
<br />REEL 3278, PAGE 265
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<br />(S88'43'20"W 303.33' - ANDREWS, MCSR 36280) �6,6�g PAGE REEL 287,
<br />475
<br />(S88'43' 45"W 304.98' - GIERING, 26069) 5
<br />(S88'43 45 W 304.98 - REEL 3278, PAGE 265)
<br />AZIMUTH SURVEYING
<br />2015 Market Street, NE
<br />Salem, Ore on 97301
<br />Phone (503 364-0026
<br />Project No. 21-055
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<br />LUCAS
<br />REEL 77, PAGE 843
<br />This survey was made to mark certain lines of the tract of land described in
<br />Reel 3278, Page 265 with posts for anticipated fence construction. The
<br />property boundary was previously surveyed in Survey No. 23366 by Barker,
<br />Survey No. 26069 by Giering, and survey MCSR 36280 by Andrews. These
<br />surveys are consistent with deed records. However, two of the iron pipes set
<br />by Giering are clearly damaged and seem to have been moved from their
<br />original positions. Considering the great amount of distance error to the very
<br />nearby monuments from the some survey, it is implausible that even the
<br />Barnes company could have originally set the monuments so for out of
<br />position. I have accepted the Andrews monuments as correct
<br />reestablishments. The lines were marked as indicated between existing
<br />corner monuments.
<br />LEGEND
<br />• = Found Monument as noted, flush
<br />with ground surface and in good
<br />condition unless otherwise noted
<br />0 = Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( ) = Data of Record
<br />= Data Computed from one or more
<br />Record Sources as noted
<br />[ ] = Surveyor, File Number for survey in
<br />which monument probably originated
<br />1. P. = Iron Pipe
<br />1. R. = Iron Rod
<br />1. B. = Iron Bar
<br />= 1 /2" by 60" Fiberglass post marked
<br />"Azimuth Surveying' at intervals along line
<br />SCALE : 1" = 50'
<br />N88'42'33"E 449.12'
<br />(S88'42'00"W €448.90'1 - ANDREWS, MCSR 36280)
<br />(S88'43'
<br />45 W 450.02' - GIERING, 26069)
<br />(S88'43 45, W 450.02 - REEL 3278, PAGE 265)
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<br />3/4" IP
<br />[BARKER, 23366]
<br />THEDE
<br />REEL 4213, PAGE 242
<br />1/2" I.P. FLUSH
<br />[GIERING, 26069]
<br />HARRISON
<br />REEL 4002, PAGE 275
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<br />REEL 77, PAGE 843
<br />This survey was made to mark certain lines of the tract of land described in
<br />Reel 3278, Page 265 with posts for anticipated fence construction. The
<br />property boundary was previously surveyed in Survey No. 23366 by Barker,
<br />Survey No. 26069 by Giering, and survey MCSR 36280 by Andrews. These
<br />surveys are consistent with deed records. However, two of the iron pipes set
<br />by Giering are clearly damaged and seem to have been moved from their
<br />original positions. Considering the great amount of distance error to the very
<br />nearby monuments from the some survey, it is implausible that even the
<br />Barnes company could have originally set the monuments so for out of
<br />position. I have accepted the Andrews monuments as correct
<br />reestablishments. The lines were marked as indicated between existing
<br />corner monuments.
<br />LEGEND
<br />• = Found Monument as noted, flush
<br />with ground surface and in good
<br />condition unless otherwise noted
<br />0 = Set 5/8"X30" Iron Rod with Yellow
<br />Plastic Cap Marked "AZIMUTH
<br />SURVEYING"
<br />( ) = Data of Record
<br />= Data Computed from one or more
<br />Record Sources as noted
<br />[ ] = Surveyor, File Number for survey in
<br />which monument probably originated
<br />1. P. = Iron Pipe
<br />1. R. = Iron Rod
<br />1. B. = Iron Bar
<br />= 1 /2" by 60" Fiberglass post marked
<br />"Azimuth Surveying' at intervals along line
<br />SCALE : 1" = 50'
<br />N88'42'33"E 449.12'
<br />(S88'42'00"W €448.90'1 - ANDREWS, MCSR 36280)
<br />(S88'43'
<br />45 W 450.02' - GIERING, 26069)
<br />(S88'43 45, W 450.02 - REEL 3278, PAGE 265)
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<br />MCSR 39468
<br />3/4" IP
<br />[BARKER, 23366]
<br />THEDE
<br />REEL 4213, PAGE 242
<br />1/2" I.P. FLUSH
<br />[GIERING, 26069]
<br />HARRISON
<br />REEL 4002, PAGE 275
<br />
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