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1 "= 20'
NW CORNER
SECTION 3
FOUND 3"
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DESCHUTES COUNTY SURVEYOR
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TAX LOT 600
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N89'59'44"E 124.00' (R3,R5)
N89'58'33"E 123.97' (R1)
N89'58'33"E 123.97'
TAX LOT 602
NOT A PART
rOUND NAIL IN LEAD AND 1" WASHER
TAMPED "TYE ENGINEERING" IN FOOTING
)F BLOCK WALL PER (R1) WHICH BEARS
I85'28'54"E 0.75' FROM ACTUAL CORNER
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OFFICIAL RECORDS (D2)
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N85'22'14"E 124.44' (R2,R3,R5,D1) �... FD. 5/8" 1 1 <
S85'28' 54" W 124.48' (R1) }
IRON ROD S45'15'44"W 3.70' (D1)
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S89'59'44"W 66.3' (R2,D1 )
N89'47'16"W 66.30'I ,
44.31' (D1)
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44.31' (D1,D3) AREA "C" (D1)
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EXCEPTED OUT AREA "B" IN
BOOK 2020' PAGE 54212,
DESCHUTES, COUNTY OFFICIAL DETAIL
RECORDS (D1) SCALE: 1 "= 5'
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cn r 2`d BASIS OF BEARINGS AND CONTROL
N89'59'44"E
20.07' (D1) BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
EXCEPTED OUT G� COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE
AREA "A" (D1) STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON
HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED
COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY
TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
BOUNDARY SURVEY
FOR COLAN PRESTON
LOCATED IN THE NE 1 /4 OF THE NW 1 /4 OF
SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12
EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THE PROPERTY CORNERS OF THAT
TRACT OF LAND CONVEYED TO COLAN L. PRESTON AND JULIA KIRSANOVA PRESTON, IN THAT
STATUTORY WARRANTY DEED RECORDED OCTOBER 14, 2020, IN BOOK 2020, PAGE 54212, (D1)
DESCHUTES COUNTY OFFICIAL RECORDS. THIS DEED DESCRIBES A TRACT OF LAND AND EXCEPTS
OUT 4 SEPARATE AREAS WHICH WE HAVE LABELED EXCEPTED OUT AREAS "A", "B", "C" AND "D". A
MAJORITY OF BEARINGS AND DISTANCES COINCIDE WITH RECORD SURVEY BY GEORGE COOK,
CS03565 (R2) AS WELL AS PREVIOUS DEEDS. WHEN SKETCHED TOGETHER THE MAIN TRACT OF LAND
AND EXCEPTED OUT AREAS HAVE SOME OVERLAPS AND PORTIONS THAT DON'T CLOSE WHEN
COMPARED WITH EACH OTHER. IT APPEARS THE INTENT OF THESE AREAS WERE TO CLOSE AND WE
THEREFORE HAVE TAKEN PORTIONS OF THE DISTANCES FROM THESE EXCEPTED OUT AREAS TO
ESTABLISH THE SUBJECT PROPERTY.
IN A PREVIOUS SURVEY BY OUR OFFICE CS19748 (R1) WE CALCULATED THE WEST AND NORTH LINES
OF THE SUBJECT PROPERTY AND HELD FOR THIS SURVEY. IN ORDER TO ESTABLISH THE CORNERS
FOR THE SUBJECT PROPERTY IT WAS NECESSARY TO ESTABLISH THE PROPERTY LINES AS SHOWN
ON (R2) AND THE MAIN PORTION OF THE TRACT OF LAND IN (D1) PRIOR TO EXCEPTING OUT AREAS
A, B, C AND D. FOR THE EAST LINE OF THE SUBJECT PROPERTY WE EXTENDED THE BEARING
ESTABLISHED IN (R1) AND HELD THE DISTANCE OF 44.00 FEET PER (R2) AND (D1). FROM THIS
CALCULATED CORNER WE HELD A LINE PER RECORD DISTANCE OF 82.1 FEET PER (R2) AND (D1)
AND THE DISTANCE OF 66.3 FEET PER (R2) AND (D1) FROM THE FOUND 5/8" IRON ROD, NO CAP
AT THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY.
AREA A IS EXCEPTED OUT OF THE MAIN TRACT OF LAND PER (D1) ALTHOUGH IT DOES NOT APPEAR
TO FALL WITHIN THE SUBJECT PROPERTY. WE HELD THE DISTANCE OF 44.31 FEET ALONG THE
CALCULATED SOUTH LINE PER (D1) TO ESTABLISH THE EAST END ALONG THE SOUTH LINE OF THE
SUBJECT PROPERTY.
AREA D IS DESCRIBED AS A 2.63 FOOT WIDE STRIP OF LAND PER (D2). WE HELD THE DISTANCE OF
52.00 FEET ALONG THE EAST LINE TO ESTABLISH THE SOUTHEAST CORNER OF SAID STRIP OF LAND
AS WELL AS THE WIDTH OF 2.63 FEET.
THE NORTHWESTERLY LINE OF AREA C AND THE SOUTHERLY LINE OF AREA D APPEARS TO BE
INTENDED TO BE ON A STRAIGHT LINE FROM FROM THE NORTHEAST CORNER OF AREA A AND THE
SOUTHEAST CORNER OF AREA D. THIS LINE WAS HELD PER THE PREVOUSLY ESTABLISHED LINES OF
(R2) AND MAIN TRACT OF LAND PER (D1) TO ESTABLISH THE LINES OF THE PROPERTY IN (D1)
AFTER EXCEPTING OUT AREAS A, B, C AND D. MONUMENTS WERE SET AT THE ESTABLISHED
CORNERS AS SHOWN.
THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM, SEE NOTE
BELOW.
RENEWS: 12/31 /21
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE
ENGINEERING"
(R1) BOUNDARY SURVEY, BY DIRK P. DURYEE, PLS 65694, FILED
9/18/2018, CS19748
(R2) RECORD OF SURVEY, BY GEORGE J. COOK, PLS 540, FILED
4/13/1965, CS03565
(R3) BOUNDARY SURVEY, BY RAYMOND OMAN, PLS 702, FILED
9/22/1973, CS03534
(R4) RECORD OF SURVEY, BY DAVID R. WILLIAMS, PLS 2686,
FILED 12/19/2011, CS18342
(R5) RECORD OF SURVEY, BY RAYMOND OMAN, PLS 702, FILED
9/22/1973, CS03511
(D1) WARRANTY DEED, BOOK 2020, PAGE 54212, FILED 10/14/2020,
TAXLOT 601
(D2) WARRANTY DEED, BOOK 156, PAGE 527, FILED 1 /17/1968,
AREA "D"
(D3) WARRANTY DEED, BOOK 156, PAGE 526, FILED 1 /17/1968,
AREA "C"
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