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DESCHUTES COW... ' SURVEY O
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NORTH 0.44' (R2)� Cl/4 CORNER
SECTION 17
S89'54'40"E CALCULATED
E-W CENTER SECTION LINE POSITION PER (R2)
EAST 0.09'
EAST 0.09' (R2)
C 1 Z4 CORNER DETAIL
SCALE: 1 "=6"
SCALE: 1 "=200'
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RECORD OF SURVEY
FOR JOHN ODDEN
LOCATED IN THE S 1 /2 NW 1/4 OF SECTION 17,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OR EGON
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT TRACT OF LAND CONVEYED TO KELLY S. THIEL, MAY 22, 2020, IN BOOK 2020, PAGE 23368,
DESCHUTES COUNTY OFFICIAL RECORDS (D1). THE PROPERTY IS DESCRIBED BY METES AND BOUNDS WITH SEVERAL EXCEPTIONS AND CALLS TO VARIOUS DEEDS.
WE BEGAN WITH A SEARCH FOR MONUMENTS ALONG THE NORTH UNE OF THE SUBJECT PROPERTY. THE NORTH LINE OF THE SUBJECT PROPERTY AS DESCRIBED IN (D1) LIES
ON THE NORTH LINE OF THE SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER OF SECTION 17. WE FOUND A 1" IRON ROD, MONUMENT NO. 6 AT THE N 1/16TH CORNER
AND A 1/2" IRON ROD, MONUMENT NO. 7 AT THE NW 1/16TH CORNER. WE WERE UNABLE TO LOCATE ANY MONUMENT AT POSITION NO. 8, THE CN 1/16TH CORNER OR ANY
EVIDENCE OF A MONUMENT EVER BEING SET AT THAT LOCATION. TO DETERMINE THE LOCATION OF THE CN 1/16TH CORNER, POSITION NO. 8, WE HELD THE MIDPOINT BETWEEN
A 3-1/4" ALUMINUM CAP, MONUMENT NO. 3, AT THE N 1/4 CORNER AND THE CALCULATED POSITION OF C 1/4 POSITION NO. 4. A LINE DRAWN BETWEEN MONUMENT NO. 6
AND OUR CALCULATED POSITION NO. 8 FALLS SOUTH OF MONUMENT NO. 7. AS A CHECK WE LOCATED THE EXTERIOR CORNERS OF THE NW ONE -QUARTER OF SECTION 17. A
BREAKDOWN OF THE NORTHWEST ONE -QUARTER RESULTS IN AN INTERSECTION OF THE NORTH -SOUTH CENTERLINE AND THE EAST -WEST CENTERLINE OF THE NORTHWEST
ONE -QUARTER BEARS SOUTH 08'58'20" WEST 9.42 FEET FROM THE FOUND MONUMENT NO. 7, AT THE NW 1/16TH. MONUMENT NO. 7 HAS BEEN HELD AS THE NW 1/16TH
CORNER AS SHOWN IN (R4), (135), (R6) AND (R7) AND WE ARE ALSO HOLDING THIS MONUMENT IN THIS SURVEY AS IT HAS BEEN RELIED UPON BY OTHERS.
WE FOUND AND HELD MONUMENTS NO. 12, NO. 13 AND NO. 15 SET IN (R7) FOR THE WEST AND SOUTH LINE OF THE SUBJECT PROPERTY.
THE SUBJECT PROPERTY IS ALSO BOUNDED BY THE RIGHT OF WAY OF MATHERS ROAD, SAID ROAD DEDICATED IN (D3) RECORDED AUGUST 20, 1984, IN VOLUME 69, PAGE
893, DESCHUTES COUNTY RECORDS AND SURVEYED IN (R10). WE FOUND ROAD CENTERLINE POINTS OF INTERSECTIONS, MONUMENTS NO. 16, NO. 17, NO. 18 AND POINT ON
LINE MONUMENT NO. 19 ALL SET IN (R10). WE HELD THESE POINTS OF INTERSECTIONS AND RECORD RADII TO ESTABLISH CURVES Cl AND C2. THE FOUND MONUMENTS NO. 15
AND NO. 20 FIT WELL WITH THE ESTABLISHED RIGHT OF WAY AND WERE HELD.
A PORTION OF THE SUBJECT PROPERTY FALLS ALONG THE PROPERTY LINES DESCRIBED IN (D2) A WARRANTY DEED RECORDED AUGUST 25, 1967 IN VOLUME 154, PAGE 538,
DESCHUTES COUNTY RECORDS. THE PROPERTY IN (D2) WAS ALSO SURVEYED IN (R4) AND (R8). WE DID AN EXTENSIVE SEARCH OF THE PROPERTY CORNERS SHOWN AS FOUND
AND/OR SET IN (R8). WE LOCATED MONUMENTS 22, 23, 28, 29, 30 AND 32 AS SHOWN. THESE MONUMENTS FIT RELATIVELY WELL WITH RECORD AND WERE HELD. THERE IS
NO RECORD OF ORIGIN FOR MONUMENTS NO. 22 AND 32 BUT THEY FIT WELL AND WERE HELD FOR POINTS ONLINE. ALTHOUGH THE ACTUAL MEASUREMENTS AND CALCULATED
POSITIONS OF (D2) TO THE C 1/4 CORNER AND THE CN 1/16TH CORNER CONFLICT WITH RECORD INFORMATION WE ARE HOLDING THE FOUND MONUMENTS AS THE BEST
EVIDENCE OF (D2). THE CURRENT TAX ASSESSORS MAP 1712178 DEPICTS 2 TRIANGULAR SHAPED PORTIONS OF THE SUBJECT PROPERTY NORTH OF MATHERS ROAD, WEST OF
O_B_ RILEY ROAD AND SOUTH OF (D2). OUR SURVEY RESULTS IN THE MOST WESTERN TRIANGULAR PROPERTY AS SHOWN AND THE EASTERN TRIANGULAR PORTION FALLING IN
THE RIGHT OF WAY OF MATHERS ROAD. DUE TO THIS DECREPANCY WE ARE CALLING THE EASTERN PORTION AS UNDETERMINED IN THIS SURVEY.
(D2) ALSO MAKES REFERENCE TO THE WESTERLY RIGHT OF WAY LINE OF O.B. RILEY ROAD. WE ESTABLISHED THE WESTERLY RIGHT OF WAY OF O.B. RILEY ROAD BY HOLDING
RECORD INFORMATION FROM (R9), ROTATED TO FIT MONUMENTS NO. 10 AND NO. 11 ALONG THE WESTERLY RIGHT OF WAY AS SHOWN WHICH FIT WELL WITH (R9).
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.
LEGEND
• MONUMENT FOUND AS NOTED, SEE MONUMENT TABLE
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING"
(R1) SURVEY BY CHARLES REYNOLDS, PLS 334, DATED
7-15-1965, CSO4899
(R2) SURVEY BY RUSSELL KARL, PLS 2257, FILED
9-15-1988, CS02508
(R3) PLAT OF GLEN VISTA BY ROBERT GOULD, PE 632
FILED 10-8-1930, CS07275
(R4) SURVEY BY RICHARD G. GRAUE, PLS 930,
UNDATED, CS02487
(R5) SURVEY BY JEFF KERN, PLS 1081, FILED
1-17-1978, CS02504
(R6) PARTITION, MP-77-153, SURVEY BY JEFF KERN,
PLS 1081, FILED 1-17-1978, CS02484
(R7) SURVEY BY GARY DEJARNATT, PLS 2208, FILED
2-13-1990, CS02548
(R8) SURVEY BY JOHN EATON, PLS 252, FILED
2-28-1976, CS02514
(R9) DESCHUTES COUNTY DEPARTMENT OF PUBLIC WORKS,
O.B. RILEY ROAD PLANS, RD02154 DATED JAN. 1976
(R10) SURVEY OF MATHERS ROAD BY W.C. KAUFFMAN,
PLS 1031, FILED 11-14-1984, CS02545
(R11) SURVEY BY GEORGE COOK, PLS 540, FILED
7-9-1976, CS02528
(R12) BOUNDARY LINE ADJUSTMENT BY GARY DEJARNATT,
PLS 2208, FILED 11-01-1989, CS02509
(R13) SURVEY BY STEVEN HANNAS, PLS 47021, FILED
4-29-2019, CS19916
(R14) SURVEY OF SECTION 17, UNKNOWN SURVEYOR, NO
DATE, CS02506
(R15) SURVEY OF SECTION 17, UNKNOWN SURVEYOR, NO
DATE, CS02552
(R16) SURVEY BY GEORGE COLVIN, PLS 1020, FILED
11-22-1988, CS02542
(R17) SURVEY BY GEORGE COOK, PLS 540, FILED
05-25-1964, CS02502
(R18) SURVEY BY GARY DEJARNATT, PLS 2208, FILED
10-01-1998' CS13413
(R19) SURVEY BY JAMES BUSSARD, PLS 599, FILED
9-7-1972, CSO4901
(R20) SURVEY BY NORMAN NEWTON, PLS 654, FILED
1-6-1968, CS07285
(R21) PACIFIC CASCADE HEIGHTS SUBDIVISION BY KEITH
DAGOSTINO, PLS 2885, FILED 10-24-2017, CS19491
(R22) SURVEY BY PETER MANLEY, PLS 2214, FILED
3-30-1998, CS13237
(D1) STATUTORY WARRANTY DEED, RECORDED MAY 22,
2020 IN BOOK 2020, PAGE 23368, DESCHUTES
COUNTY OFFICIAL RECORDS.
(D2) WARRANTY DEED, RECORDED AUGUST 25, 1967 IN
BOOK 154, PAGE 538, DESCHUTES COUNTY RECORDS.
(D3) DECLARATION OF DEDICATION RECORDED AUGUST 20,
1984 IN VOLUME 69, PAGE 893, DESCHUTES COUNTY
RECORDS.
(D4) WARRANTY DEED, RECORDED APRIL 24, 1979 IN
VOLUME 297, PAGE 533, DESCHUTES COUNTY
RECORDS.
(D5) SPECIAL WARRANTY DEED, RECORDED MARCH 30,
1992 IN VOLUME 260, PAGE 1821, DESCHUTES
COUNTY RECORDS.
MONUMENTS AND REFERENCE POINTS
MON.
DESCRIPTION
1
SECTION CORNER SECTIONS 7, 8, 17 & 18, FOUND 1" BRASS CAP OCRR 139, MARK 17120800
2
FOUND 1" IRON PIPE WITH BRASS CAP STAMPED "1/16TH CORNER UP 12" PER (R1)
3
N 1/4 CORNER SECTION 17, FOUND 3-1/4" ALUMINUM CAP STAMPED "1/4 LS 86998", PER OCRR 2007, MARK 17120804
4
C 1/4 CORNER SECTION 17, FOUND WITNESS CORNER A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LS 2257" PER (R2)
ACTUAL CORNER BEARS S 0.44' AND E 0.09', HELD KARLS CALCULATED POSITION FOR C 1/4 CORNER
5
W 1/4 SECTION 17, FOUND 3-1/4" AXLE, REFERENCED IN OCRR 103, MARK - 17121740, SET PER (R3)
6
N 1/16TH CORNER, FOUND 1" IRON ROD, NO CAP PER (R1), HELD , FOUND A 3/4" IRON PIPE WITH
CAP STAMPED -1/4" LYING S09'31'20"W 3.45' FROM 1/16TH CORNER, NOT HELD
7
NW 1/16TH CORNER, FOUND 1 /2" IRON ROD, NO CAP, ORIGIN UNKNOWN, HELD, CS02487
GRAUE NOTES FINDING THIS, CS02548 DEJARNATT FINDS IT ALSO
8
CN 1/16TH CORNER, CALCULATED POSITION ONLY
9
CW 1/16TH CORNER, CALCULATED POSITION ONLY
10
FOUND 1-3/4" BRASS CAP STAMPED "PC" PER (R9) HELD
11
FOUND 1-3/4" BRASS CAP STAMPED "PC" IN CONCRETE PER (R9) HELD
12
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, BROKEN, PER (R7) HELD
13
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "LS 2208 DEJARNATT" PER (R7) HELD
14
FOUND 1/2" IRON ROD, NO CAP, N89'43'56"E 224.99' FROM NW 1/16TH CORNER PER (R4) NOT HELD
15
FOUND 16D NAIL AND WASHER, LOOSE, ILLEGIBLE, PER (R7) HELD
16
FOUND 2" ALUMINUM CAP, STAMPED LS 1031, PI, DES. CO. PUBLIC WORKS, PER (R10) HELD
17
FOUND 2" ALUMINUM CAP, STAMPED LS 1031, PI, DES_ CO_ PUBLIC WORKS, PER (R10) HELD
18
FOUND 2" ALUMINUM CAP, STAMPED LS 1031, PI, DES. CO. PUBLIC WORKS, PER (R10) HELD
19
FOUND 2" ALUMINUM CAP, STAMPED LS 1031, PI, DES. CO. PUBLIC WORKS, PER (R10) HELD
20
FOUND 5/8" IRON ROD, NO CAP, PER (Rl l) BENT, SHOT AT SPIN POINT, HELD
21
FOUND 5/8" IRON ROD, NO CAP, N55'4749"W 0.19' FROM CALCULATED PT PER (Rll) NOT HELD
22
FOUND 1/2" OPEN IRON PIPE, ORIGIN UNKNOWN, HELD FOR POINT ONLINE
23
FOUND 5/8" IRON ROD, NO CAP AT ANGLE IN FENCE LINE, ORIGIN UNKNOWN, HELD
24
FOUND NAIL & WASHER STAMPED "LS 2208" ON TOP OF FENCE POST PER (R12), NOT HELD
25
FOUND 1/2" IRON ROD, NO CAP PER (R4)
26
FOUND MAGNAIL IN ROCK
27
FOUND 1/2" IRON ROD, NO CAP
28
FOUND 1 /2" OPEN IRON PIPE PER (R8)
29
FOUND 1 /2" OPEN IRON PIPE PER (R8)
30
FOUND 1 /2" IRON ROD, NO CAP
31
CALCULATED POSITION FOR ANGLE POINT PER (D2)
32
FOUND 1/2" IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT, ORIGIN UNKNOWN
CURVE TABLE
RECORD CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
99.27'
250.00'
50.30'
S48'17'40"W
98.62'
2245'01"
Cl (R10)
99.00'
250.00'
50.16'
22'41'20"
C2
302.24'
325.00'
163.05'
S86'18'42"W
291.47'
53*17'02"
C2 (R10)
302.59'
325.00'
163.26'
53'20'40"
C3
521.68'
1000.00'
266.92'
N28'11'27"W
515.79'
29'53'25"
C3 (R9)
521.68'
1000.00'
266.92'
29'53'25"
C4
506.03'
970.00'
258.92'
N28'11'27"W
500.31'
29'53'25"
C3 (R8)
1000.00'
266.92'
29'53'25"
C5
118.75'
355.00'
59.93'
S69'15'09"W
118.20'
19'09'56"
C3 (R13)
521.68'
1000.00'
29"53'24"
C6
144.48'
355.00'
73.25'
N89'30'20"W
143.48'
23*19'06"
C7
66.92'
355.00'
33.56'
N72'2647"W
66.82'
10*48'00"
C8
111.18'
280.00'
56.33'
S48'17'40"W
110.45'
22'45'01"
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CN 1 /16TH CORNER
SEE \ CALCULATED POSITION
DETAIL "B"
8
_F N89'30'20"W 261.43'
N89'3020"W 89.69' L _ 4, EAST —WEST CENTERLINE OF THE NORTHWEST
C> '�Qj A ONE
OF SECTION 17
SQL,
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gg 3g `5?�9��'�- DETAIL "B" VOLUME 15D?)PAGE 538
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PORTION OF
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SCALE: 1 "=30'
10
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NW 1/16 I
CORNER
12 7
S89'40'12"W S89'40'12"W
EAST -WEST CENTERLINE 111.39'
OF NW 1/4 SECTION 17 N89'40'35"E
111.34' (R7)
(D5)
TAX LOT 1200
VOLUME 260,
PAGE 1821
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FILETS 104194zo BY: bll tr
N89'55'49"W 225.09' (R4)
N89'56'11 "W 225.10' (R5,R6)
N89'40'35"E 225.11' (R7)
S89'43'56"W 224.99'
(Dl)
SUBJECT
PROPERTY
WESTERN
PORTION 4.82 AC
EASTERN
PORTION 0.05 AC
N89'50'59"W 494.63'
S89'49'41 "E 494.72' (R7)
S89'54'24"E 532' (D4) TO ROAD
EASEMENT CENTERLINE
(D4)
TAX LOT 1400
VOLUME 297, PAGE 533
TOTAL 4.87 AC
16
15
EAST -WEST CENTERLINE
OF NW 1/4 SECTION 17
828.27'
oD
N89'55'49"W 1324.34' (R4)
N89'30'20"W 1322.87'
N89'30'20"W
EAST -WEST CENTERLINE OF
NW 1/4 SECTION 17
DETAIL "B"
SCALE: 1 "=1 /2'
11 �
S42'39'22"E 47.47'--
(TIE BETWEEN MON. 11
AND MON. 24)
24 �
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TAX LOT 300 28
NOT A PART
TIP
SUBJECT
PROPERTY
RECORD OF SURVEY
FOR JOHN ODDEN
LOCATED IN THE S 1 /2 NW 1/4 OF SECTION 17,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
SCALE: 1 "=60'
tK
lb
\ Doti
CALCULATED POSITION
(D2)
VOLUME 154, PAGE 538
NOT A PART
S40'23'23"E
3
N 1/4 CORNER
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N40'30'W 45.28' (R13) I
29 93.3' (R4,R8) N00'19'25"E
45.20'
18
N01'34'19"W
C6 POND 16.82'
\ 27
351.11'
... 143.48 89.69 261. 43 CN 1 /16
C/ SA6, 235.23' (R4,R8) CORNER
C2 `� �� EX �i �6 ��� (� 8
NYC PORTION OF I
SUBJECT
p�F S6). � PROPERTY
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SEE DETAIL "A" 19
1
N89'30'20"W
(D2)
VOLUME 154, PAGE 538
DESCHUTES COUNTY
OFFICIAL RECORDS
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