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2021-35942
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DETAIL "C"
RENEWS: 12/31 /23
(D2) 2021-35942
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ROD, NO CAP M .N o0
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87'34'03"W 400.00' (R1,D1,D2)
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10
15 N89'32'00"W 1316.05'
N89'36'59"W 1316.12' (R3) W 1 /16TH CORNER
N88'55'25"W 1316.08' (R4) FOUND 3-1 /4"ALUMINUM
CAP PER (R3)
S89'33'03"E 2632.45' (R2)
N88'55'25"W 2632.16' (R4)
(D2) 2021-35942
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SUBJECT
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IRON ROD
PROPERTY
CAP PER (R1)
(D1) 2022-33731
DETAIL "B$$
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SUBJECT
PROPERTY %
(D1) 2022-33731
DETAIL "C"
SCALE: 1 "=2'
FOUND 3-1/4" ALUMINUM
CAP AS NOTED ON (R3)
N 00'05' 19"E 137.20'
N00'01'11"E 137.16' (R3)
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N00'4257"E 137.20' (R4)
RECORD OF SURVEY
BUTCH YODER
LOCATED IN THE SW 1 /4 OF SECTION 10,
TOWNSHIP 16 SOUTH, RANGE 11 EAST, W.M.,
DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE. -
THE PURPOSE OF THIS SURVEY IS TO RE—ESTABLISH AND MONUMENT THAT
TRACT OF LAND CONVEYED TO LESTER A. YODER, AS TRUSTEE OF THE HHP
YODER LIVING TRUST, RECORDED 9-7-2022, IN INSTRUMENT 2022-33731,
(D1), DESCHUTES COUNTY OFFICIAL RECORDS.
THE SUBJECT PROPERTY IS DESCRIBED IN (D1) AS THE WEST ONE—HALF OF
THE WEST ONE—HALF OF SECTION 10, LYING SOUTH OF THE BEND —SISTERS
HIGHWAY EXCEPTING OUT A TRACT OF LAND DESCRIBED IN (D1) AND (D2).
E.G. MANSFIELD SURVEYED AND MONUMENTED THIS TRACT IN (R1). THE
DIMENSIONS FOR THIS TRACT SHOWN IN (R1) DOES NOT CLOSE BY 7.9 FEET IN
THE NORTH —SOUTH DIRECTION. THE DISTANCE MEASURED BETWEEN THE FOUND
MONUMENT AT THE SW CORNER OF SECTION 10 AND THE SW CORNER OF SAID
TRACT MEASURES 671.76 FEET. THE RECORD DISTANCE NOTED IN (R1,D1,D2) IS
660.00 FEET A DIFFERENCE OF 11.76 FEET. WE FOUND 3 OF THE 4 CORNERS
SET IN MANSFIELDS SURVEY (R1) AS SHOWN. THE DISTANCE BETWEEN THESE 3
MONUMENTS FIT RELATIVELY WELL WITH (R1,D1,D2) AND FIT CLOSELY WITH
EXISTING FENCES AS SHOWN IN DETAILS "A", "B" AND "C" AND WERE HELD.
WE HELD THE INTERSECTION OF THE SOUTHERLY HIGHWAY RIGHT OF WAY LINE
PER MONUMENTS FOUND AND THE EAST LINE OF THE WEST ONE—HALF OF THE
WEST ONE—HALF OF SECTION 10 PER MONUMENT FOUND AT THE WEST
ONE —SIXTEENTH CORNER AND THE MONUMENT SET IN (R4).
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE
ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL,
AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS
POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION
USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD
29.
10
N89'32'14"W 1316.15'
N89'36'59"W 1316.12' (R3) 15
N88'55'25"W 1316.08' (R4)
FOUND 3-1/4" BRASS CAP
STAMPED "DESCHUTES COUNTY
SURVEYOR'S OFFICE LS2282" PER
OCRR 1908
FOUND 5/8" IRON
ROD, NO CAP PER
(R2)
DESCHUTES COUNTY SURVEYOR
FILED //3a 2z BY: Go l i� 'ns
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING"
(R1) SURVEY BY E.G. MANSFIELD, PLS 10, DATED
8-20-1971, CS01468
(R2) PROPERTY LINE ADJUSTMENT BY JAMES TYE, PLS 1104,
FILED 5-22-2007, CS17335
(R3) DEPENDENT RESURVEY BY BLM, MARKELL HAMM, CADASTRAL
SURVEYOR, COMPLETED 6-16-2014, BLM SURVEY NO. 7936
(R4) MINOR LAND PARTITION BY FREDERICK AST JR., PLS 1938,
RECORDED 6-15-1989, CS01458
(R5) SURVEY FOR ODOT BY ROBERT BAXTER, PLS 2041,
FILED 3-24-1995, CS12126
(D1) STATUTORY WARRANTY DEED, RECORDED 9-7-2022, IN
INSTRUMENT 2022-33731, DESCHUTES COUNTY OFFICIAL
RECORDS
(D2) STATUTORY WARRANTY DEED, RECORDED 6-15-2021, IN
INSTRUMENT 2021-35942, DESCHUTES COUNTY OFFICIAL
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