HomeMy WebLinkAboutSurvey 20376RECORD OF SURVEY
LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
NOVEMBER 23, 2020
SURVEYOR'S NARRATIVE LEGAL DESCRIPTION
WERE WERE RETAINED BY CENTRAL LAND AND CATTLE COMPANY, LLC TO SURVEY THE BOUNDARY AND
MONUMENT THE CORNERS OF THEIR LANDS AS DESCRIBED WITHIN STATUTORY BARGAIN AND SALE DEED:
RECORDED OCTOBER 18, 2017 AS INSTRUMENT NO.2017-41915
THIS SURVEY INCLUDED THE RECOVERY OF 41 RECORD BUREAU OF LAND MANAGEMENT AND OR GENERAL
LAND OFFICE RECTANGULAR CORNER MONUMENTS AND ACCESSORIES. RECOVERED CORNER MONUMENT
DETAILS CAN BE FOUND ON SHEETS 3 AND 4. THE RELATIONSHIP BETWEEN THESE RECOVERED
MONUMENTS AGREE WITH THE RECORD, HEREON REFERENCED AS (R1), (R8), (R9), (R10) AND (R11),
REPORTED ON SHEET 2 AND WERE ALL HELD.
THE ORIGINAL STONE MONUMENT FOR THE QUARTER SECTION CORNER OF SECTIONS 19 AND 20 WAS
RECOVERED THIS SURVEY AND HELD. SEE CORNER NOTE 2.
THE QUARTER SECTION CORNER OF SECTIONS 20 AND 21 WAS ERRONEOUSLY MONUMENTED BY ROBERT
R. DAVENPORT IN 1974 PER (132). SEE CORNER NOTE 1.
THE CENTER QUARTER CORNER OF SECTION 20 WAS ERRONEOUSLY COMPUTED BY ROBERT R.
DAVENPORT IN 1974 PER (132). SEE CORNER NOTE 3.
THE 1/16 SECTION CORNERS ESTABLISHED BY THIS SURVEY WERE COMPUTED AT PROPORTIONATE
DISTANCES BETWEEN THE NEAREST CORRESPONDING CONTROLLING CORNERS RESPECTIVELY. NOT ALL
OF THESE CORNERS WERE MONUMENTED BY THIS SURVEY, BUT WERE REQUIRED TO BE COMPUTED.
CORNERS ESTABLISHED BY THIS SURVEY ARE IN ACCORDANCE WITH THE 2009 MANUAL OF SURVEY
INSTRUCTIONS.
GENERAL NOTES
1) THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM.
ESTABLISHED THIS SURVEY BY GPS OBSERVATION, USING THE OREGON REAL-TIME GNSS NETWORK
(ORGN).
2) THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES EXPRESSED IN INTERNATIONAL FEET.
3) THE RECOVERY AND CONTROL SURVEY WAS COMPLETED JUNE OF 2019.
4) THE MONUMENTATION WAS COMPLETED NOVEMBER 2020.
CORNER NOTES
1) NO ORIGINAL EVIDENCE OF THE CORNER WAS FOUND. THE QUARTER SECTION CORNER OF SECTIONS
20 AND 21 WAS ESTABLISHED BY ROBERT R. DAVENPORT IN 1974 PER (R2). HIS MONUMENT WAS
FOUND THIS SURVEY TO BE ERRONEOUSLY SET WITH RESPECT TO THE CONTROLLING CORNERS
REPORTED ON HIS SURVEY AND RECOVERED THIS SURVEY. DAVENPORT'S 5/81, IRON ROD BEARS
S89057'57"W 5.02' FROM THE CORNER, NOT HELD.
2) THE ORIGINAL QUARTER SECTION CORNER OF SECTIONS 19 AND 20 WAS RECOVERED THIS SURVEY.
MONUMENTED WITH A STONE, FOUND TO BE 16"X8"X6" [RECORD 14"X8"X7"1, MARKED WITH A CHISELED
"1/4". RE-MONUMENTED THE CORNER AS REPORTED ON SHEET 4 AT ITS ORIGINAL POSITION, AND
BURIED THE STONE ALONGSIDE, NO ORIGINAL ACCESSORIES WERE ESTABLISHED. THIS CORNER WAS
CLASSIFIED AS "LOST" BY DAVENPORT PER (R2), AND HE COMPUTED THIS CORNER BY MEANS OF A
SINGLE PROPORTION. MY BREAKDOWN ON SECTION OF THIS SURVEY DIFFERS FROM THE ONE
REPORTED PER (R2) FOR THIS REASON.
3) THE CENTER QUARTER CORNER OF SECTION 20 WAS COMPUTED AT THE INTERSECTION OF STRAIGHT
LINES FROM THE FIXED QUARTER CORNERS. THIS CORNER WAS ERRONEOUSLY MONUMENTED BY
DAVENPORT PER (R2) WITH A 5/8" IRON ROD, WHICH BEARS N00°02'24"W 1.50' FROM THE CORNER,
NOT HELD.
4) THE CENTER SOUTH 1/16 SECTION CORNER OF SECTION 20 WAS COMPUTED AT MID -POINT BETWEEN
THE CENTER QUARTER CORNER OF SECTION 20 AND THE QUARTER CORNER OF SECTIONS 20 AND 29.
THIS CORNER WAS MONUMENTED BY DAVENPORT PER (R2) WITH A 5/8" IRON ROD, WHICH WAS FOUND
_ DISTURBED, BEARS N06°23'53" W 0.56 FEET, NOT HELD.
INDEX
SHEET1:
SHEET 2:
SHEET 3-4:
SHEET 5:
PER: STATUTORY BARGAIN AND SALE DEED: RECORDED OCTOBER 18, 2017 AS INSTRUMENT NO. 2017-41915
PARCEL 1 (15-12-00-00-07801)
THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER (SE1/4 SE1/4) OF SECTION 29, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON.
PARCEL 2 (15-12-00-00-07900)
THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER (NW1/4 SE1/4) OF SECTION 29, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON.
PARCEL 3 (15-12-00-00-07800)
IN TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, SECTION 29: NORTHEAST
QUARTER, EAST HALF OF THE SOUTHEAST QUARTER, SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SOUTHWEST QUARTER OF
THE NORTHWEST QUARTER, NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER (NE1/4, E1/2 SE1/4, SE1/4 NW1/4, SW1/4 NW1/4, NE1/4 SW1/4, NW1/4 SW1/4).
EXCEPTING THEREFROM THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER (SE1/4 SE1/4).
TOGETHER WITH:
IN TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, SECTION 30: THE SOUTHEAST
QUARTER OF THE NORTHEAST QUARTER (SE1/4 NE1/4) AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE1/4 SE1/4).
PARCEL 4 (15-12-00-00-05000)
THE EAST HALF OF THE NORTHWEST QUARTER (E1/2 NW1/4), THE SOUTH HALF OF THE SOUTHWEST QUARTER (S1/2 SW1/4) AND THE WEST
HALF OF THE EAST HALF (W1/2 E1/2) OF SECTION 17:
THE NORTHWEST QUARTER (NW1/4), THE WEST HALF OF THE NORTHEAST QUARTER (W1/2 NE1/4), THE NORTH HALF OF THE SOUTHWEST
QUARTER (N1/2 SW1/4), THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW1/4 SW1/4) OF SECTION 20, TOWNSHIP 15 SOUTH,
RANGE 12 EAST OF THE WILLAMETTE MERIDIAN.
EXCEPTING THEREFROM:
TRACT A:
BEGINNING AT THE CENTER ONE -QUARTER (114) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE
MERIDIAN, THE TRUE POINT OF BEGINNING; THENCE NORTH 88°44'26" WEST ALONG THE CENTER LINE 653.40 FEET; THENCE NORTH 00006'54"
EAST 200.00 FEET; THENCE SOUTH 88°44'26" EAST 653.40 FEET TO THE NORTH -SOUTH CENTER LINE; THENCE SOUTH 00°06'54" WEST 200.00
FEET TO THE TRUE POINT OF BEGINNING.
TRACT B:
BEGINNING AT THE SOUTH CENTER ONE -SIXTEENTH (1/16) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE
WILLAMETTE MERIDIAN, THENCE NORTH 00°06'54" EAST ALONG THE NORTH -SOUTH CENTER LINE 179.75 FEET TO THE TRUE POINT OF
BEGINNING; THENCE NORTH 89°53'06" WEST 208.71 FEET; THENCE NORTH 00°0654" EAST 208.71 FEET; THENCE SOUTH 89°53'06" EAST 208.71
FEET TO THE SAID CENTER LINE; THENCE SOUTH 00°06'54" WEST ALONG SAID CENTER LINE 208.71 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL 5 (15-12-00-00-07700)
THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE1/4 SE1/4) AND THE SOUTH HALF OF THE SOUTHEAST QUARTER (S1/2 SE1/4)
OF SECTION 20; THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW1/4 SW1/4) OF SECTION 21; THE NORTH HALF (N1/2) AND THE
NORTH HALF OF THE SOUTH HALF (N1/2 S1/2) OF SECTION 28, ALL IN TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON.
EXCEPTING:
TRACT C:
BEGINNING AT THE EAST 1/4 CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES
COUNTY, OREGON, THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°0637" WEST ALONG THE EAST LINE OF SAID SECTION 20, 208.71
FEET; THENCE NORTH 88°44'26" WEST, 208.71 FEET; THENCE NORTH 00°06'37" EAST, 208.71 FEET TO THE EAST -WEST CENTER LINE OF SAID
SECTION 20; THENCE SOUTH 88°44'26" EAST ALONG SAID CENTER LINE, 208.71 FEET TO THE TRUE POINT OF BEGINNING.
PARCEL 6
TRACT A: (15-12-00-00-05001)
BEGINNING AT THE CENTER (1/4) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, THE TRUE
POINT OF BEGINNING; THENCE NORTH 88°44'26" WEST ALONG THE CENTER LINE 653.40 FEET; THENCE NORTH 00°06'54" EAST 200.00 FEET;
THENCE SOUTH 88044'26" EAST 653.40 FEET TO THE NORTH -SOUTH CENTER LINE; THENCE SOUTH 00°0654" WEST 200.00 FEET TO THE TRUE
POINT OF BEGINNING.
TRACT B: (15-12-00-00-05002)
BEGINNING AT THE SOUTH CENTER (1/16) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
THENCE NORTH 00006'54" EAST ALONG THE NORTH -SOUTH CENTER LINE 179.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH
89053'06" WEST 208.71 FEET; THENCE NORTH 00°06'54" EAST 208.71 FEET; THENCE SOUTH 89°53'06" EAST 208.71 FEET TO THE SAID CENTER
LINE; THENCE SOUTH 00006'54" WEST ALONG SAID CENTER LINE 208.71 FEET TO THE TRUE POINT OF BEGINNING.
TRACT C: (15-12-00-00-07701)
BEGINNING AT THE EAST 1/4 CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES
COUNTY, OREGON, THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°06'37" WEST ALONG THE EAST LINE OF SAID SECTION 20, 208.71
FEET; THENCE NORTH 88°44'26" WEST, 208.71 FEET; THENCE NORTH 00006'37" EAST, 208.71 FEET TO THE EAST -WEST CENTER LINE OF SAID
SECTION 20; THENCE SOUTH 88°44'26" EAST ALONG SAID CENTER LINE, 208.71 FEET TO THE TRUE POINT OF BEGINNING.
NARRATIVE, NOTES
BOUNDARY DETAIL
RECOVERED CORNER MONUMENT DETAILS
SET CORNER MONUMENT DETAILS
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DESCHUTES COUNTY SURVEYOR
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IS: \Land Pro iects\Thornburah\dwa\Survey\180110A—ROS.dwa Nov 23. 2020 — 2:01DM
20376
RECORD OF SURVEY
PARCEL 6, TRACT A
DETAIL
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LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
NOVEMBER 23, 2020
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LEGEND
SUBJECT PARCEL BOUNDARY
SURVEYED
UN -SURVEYED (FOR INFORMATIONAL PURPOSES ONLY)
RECOVERED SECTION CORNER
00004
RECOVERED QUARTER SECTION CORNER
0
RECOVERED SIXTEENTH CORNER
•
RECOVERED PROPERTY CORNER MONUMENT
SET / RE-MONUMENTED QUARTER SECTION CORNER
®
SET SIXTEENTH CORNER
O
COMPUTED POSITION, NOTHING FOUND OR SET
(R)
RECORD BEARING/DISTANCE PER REFERENCES
(H)
HELD RECORD BEARING/DISTANCE PER REFERENCES
BLM
BUREAU OF LAND MANAGEMENT
CS####
DESCHUTES COUNTY SURVEYOR FILED SURVEY NUMBER
GLO
GENERAL LAND OFFICE
R1
RECOVERED CORNER MONUMENT IDENTIFICATION NO.
S1
SET CORNER MONUMENT IDENTIFICATION NO.
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5322.531339.34'(R11)1319.88
3 2605.62'
=
N89°42'10"W
3 5322.53'(R10)
i� 0
N 0
NW1/4 N M
a, NE 1/4
N N
ro-
Q,
NW1/4 ,n . ,n r-
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NE1/4 SE1/4
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o t° "� 0o
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SE1/4 o M p N
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o M o 0 SW1/4 I SW1/4 ui N
PARCEL 2 N rc i
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'*0 04 PARCEL 3
� M N 1/2 S 1/2 M M
o0 o PARCEL 5
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o- z W PARCEL 3 PARCEL 3 r` i n
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NCO W
o
z z
z ro O Z , V- k z
z
R18 1320.95' R15 1322.110- R3 R4
R33 S89'S3'13"W TRX N89'15'18"W 2620.11 ' �-• "
N891914 W 2643.06 N89 43 06 W 2633.52
1319.86' N89'16'49"W 2620.19'(R11) N89'20'46^W 3 2643.02'(R11) N89°44'04"W 2633.51'(R10) o
S89'50 50 W zt, 3
1319.76'(R11) ( I N C'4 SE1/4 W N n
SW1/4 SE1/4 S1/2 SW1/4 SW1/4 N!n N � M 0 S1/2 SW1/4 N n
SE1/4 0(0 0 o SE1/4 N n M 0 o c
cl)
SE1/4 SE1/4 ( I 4 N o :- PARCEL 1 T :`� `� N �•
30 29 n M/ z w z Z
V.
29 28
2 ---�
31 32 R16 N89.2243"W
I I 1331.70' R33
32
N1/2 NE1/4 N89'24'07"W
RECORD SURVEY REFERENCES 1331.68(R11)
I I
R1
IN GENERAL THE NEWEST RETURN OF A LINE IS REFERENCED HEREON. (R3) & (R4) ARE NOT REFERENCED
ON A LINE RETURNED THIS SURVEY DUE TO MORE RECENT SURVEYS.
(R1) ORIGINAL GLO PLAT OF T. 15 S., R. 12 E., WM, OR; APPROVED 4-26-1872.
(R2) PLAT OF SURVEY: BY ROBERT R. DAVENPORT; DATED 1-24-1974; FILED AS CS13983. 1 • Z3
(R3) MINOR LAND PARTITION, MP 79-159: BY E.G. MANSFIELD; DATED 9-21-1979; FILED AS CS00874. REGISTERED
(134) SURVEY: BY E.G. MANSFIELD; DATED 10-1-1979; FILED AS CS00875. PROFESSIONAL
(R5) SURVEY: BY R. POVEY; DATED 5-2-1980; FILED AS CS00836. LAND SURVEYOR
(R6) RIDGE AT EAGLE CREST 39: BY LYNN J. BRUNO; DATED 4-3-2004; FILED AS CS15786.
(R7) RIDGE AT EAGLE CREST 41; BY LYNN J. BRUNO; DATED 3-17-2005; FILED AS CS16330. NORTH
(R8) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 9, 15, 17 AND 22; T. 15 S., R. 12 E., WM, OR; ACCEPTED 6-14-2013. OREGON
(R9) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 26 AND 27; T. 15 S., R. 12 E., WM, OR; ACCEPTED 11-21-2013. SEPTEMBER 17, 2018
(R10) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 25,28 AND 35; T. 15 S., R. 12 E., WM, OR; ACCEPTED 7-2-2014. 0100 500 1000 1500 2000 3000 BENJAMIN J. HRON
92723
(R11) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 29,30 AND 32; T. 15 S., R. 12 E., WM, OR; ACCEPTED 9-11-2014.
SCALE: 1" = 1000' EXPIRES:6/30/2021
S:\Land Projects\Thornburgh\dwg\Survey\180110A-ROS.dwg Nov 23, 2020 - 1: 45pm
N89'42'32"W 2633.25'
N89'43'16"W 2633.20'(R10)
S1/2 SE1/4
22
�27
m
o'
0c�
M M
N N
Li
00 W
M p
0LO
zz
R6
28 127
33 32
SHEET 2 OF 5
pl
cm
w
to
RECORD OF SURVEY
LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
NOVEMBER 23, 2020
RECOVERED CORNER MONUMENTS
NOTE.'
BEARING TREES REPORTED HEREON WERE RECOVERED THIS SURVEY.
RECORD MONUMENT ACCESSORIES DATA REPORTED HEREON IS PER REFERENCES (R8), (R9), (R10) AND (R11).
ABBREVIATIONS.'
AGL=ABOVE GROUND LEVEL, BC=BRASS CAP, BGL=BELOW GROUND LEVEL, DT=DOUBLE TRUNK, J=JUNIPER
NF=NOT FOUND THIS SURVEY, OD=OUTSIDE DIAMETER,, RM=REFERENCE MONUMENT, SS=STAINLESS STEEL ST=STUMP
R1
OF TI1
/��
QUARTER SECTION CORNER
SECTIONS 28 AND 33
TO
s�' ��
RECORD ACCESSORIES
•O T15S R12E
COZ� G� O
7" J S 36° W,16.3'
J J Q!
14" J N 21 ° W, 39.3'
S28
too 1 /4 S33
G�9�
RECOVERED 2-1/2" SS POST
J��
• '9s, 2012
WITH 3-1/4" BC
4" AGL
O� I?A L
IN A MOUND OF STONE
AND M
R2
OF Ty
/��
CORNER OF SECTIONS
28, 29, 32 & 33
TO
s�' ��
RECORD ACCESSORIES
•O T15S R12E
8" J N 1/20 E, 62.8'
37" J N 50° E, 56.8'
S29 S28
S32 S33
11" J S 22° E, 24.7'
G
23" J S 44° W, 69.1'
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC
J��Z
O'9S► 2012 �Q` ��
O� RA L pNP�
AND M
3" AGL
R3
SOUTH 1/16 CORNER
SECTIONS 28 & 29
RECORD ACCESSORIES
27" J S 34° E, 55.7'
32" J S 87 1/2° W, 81.6'
1" IRON PIPE
RM1=2-1/2" SS POST WITH 3-1/4"
BC, BEARS S88°41'40"E, 101.78'
RM2=2-1/2 SS POST WITH 3-1/4„
BC, BEARS S03°14'44"W, 63.32'
RECOVERED 1" OD IRON PIPE
8" BGL
R4
,� of TyF
/j��
CENTER -SOUTH 1/16 CORNER
SECTION 28
OQ,Q QvL TO 0/0
��i
RECORD ACCESSORIES
co �
8" J N 54 1 /2" E, 50.2
J JZ C
23" J S 13° E, 36.1'
S 1 /16 S28
G 'f7 C J<[/�Z
O1&
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC, 8" AGL
• 2012 S� ��
ENCIRCLED WITH A COLLAR
Oic RA L
OF STONE
P�PO
AND M
R6
,� OF TyF
SOUTH 1/16 CORNER
SECTIONS 27 & 28
TO O/ 4
s�
RECORD ACCESSORIES
C-3 ..-
S 1 /16 O
9" J S 870 E, 26.1'
z JZ aI► ;p
10" J S 24 1/2° W, 70.1'
S28 I S27
G '9 Jk
O'9s
RECOVERED 2-1/2" SS POST
• 2012
WITH 3-1/4" BC, 8" AGL
�� �i�
Oic RA L
ENCIRCLED WITH A COLLAR
OF STONE
P�p.G
AND M
R7
OF Ty
QUARTER SECTION CORNER
O�Q� vL TO /��
`r�'
SECTIONS 27 & 28
RECORD ACCESSORIES
T15S R12E ��
co• •� G �
1 /4 �b3 �
J JZ
10" J ST S 83 1 /2° E, 37.1'
30" J S 67° E, 76.6'
S28 S27
10" J S 870 W, 14.1'
C.
O'9s 2012
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC, 4" AGL
�� ��
0 rRA L $ ca
ENCIRCLED WITH A COLLAR
to ND Mp►NP
OF STONE
R8
OF Ty
CENTER QUARTER SECTION
TO
s�' ��
CORNER, SECTION 28
RECORD ACCESSORIES
•O T15S R12E
20" J N 70° E, 21.9'
-
�3
11" J S 16° E, 24.9'
C 1 /4 • S28
to 0
O'9 2012 Q� �`
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC, 3" AGL
s $vP��
rRA L
LAND Mph
R9
OF T/.I
D
QUARTER SECTION CORNER
SECTIONS 28 & 29
TO
O
RECORD ACCESSORIES
T15S R12E
1 /4
JZ
30" J S 80° E, 21.8'
16" J S 23° W, 25.2'
S29 I S28
26" J S 61 ° W, 46.9'
� tL
G�90 Jew
• '9s 2012
RECOVERED 2-1/2" SS POST
O,c A L P�Q,C?
WITH 3-1/4" BC, 5" AGL
AND M
R10
OF TyE
/��
CORNER OF SECTIONS
20, 21, 28 & 29
Q�Q QVL TO O/
RECORD ACCESSORIES
�• ,�� T15S R12E
38" J N 80° E, 15.6'
�
10" J S 83° W, 37.1'
S20 S21
S29 S28
G 9Q
J40�/
'9S►
RECOVERED 2-1/2" SS POST
2012 �� ��
O �R A L P�PC�
WITH 3-1/4" BC, 3" AGL
AND M
R11
OF Ty
WEST 1/16 CORNER
SECTIONS 21 & 28
TO �
RECORD ACCESSORIES
�O
J J
8" J N 57° E, 20.9'
?J
S21
W 1/16 S28
10" J S 76 1 /2° E, 23.0'
CIO N. IL
G -V J��'Z
RECOVERED 2-1/2" SS POST
'9 2012
• S �� ��
WITH 3-1/4" BC, 3" AGL
IN A MOUND OF STONE
Oic RA L p�PC�
AND M
R12
OF Ty
/��
QUARTER SECTION CORNER
SECTIONS 21 & 28
�Q� uL TO D
s�' ��
RECORD ACCESSORIES
•O T15S R12E
_� G� 01
8" J N 76° E, 44.4'
J �! �
1/4 S21
5" J S 6° W, 16. 1'
S28
G O Jk/�'t
RECOVERED 2-1/2" SS POST
• 'Srs 2012 �� l`�
WITH 3-1/4" BC, 5" AGL
Oic �R A L
IN A MOUND OF STONE
AND M
R13
OF Ty
/��
CORNER OF SECTIONS
21, 22, 27 & 28
TO
O
s�' ��
RECORD ACCESSORIES
T15S R12E
27" J N 41 ° E, 32.2'
J J �3
23" J S 25° E, 39.2'
S21 S22
S28 S27
9" J S 48° W, 60.1'
G �O �
16" J N 74° W, 59.4'
RECOVERED 2-1/2" SS POST
J40
• '9s 2011 �Q' �C�
O� A L $ C?
LAND
WITH 3-1/4" BC, 3" AGL
ENCIRCLED WITH A COLLAR
�p�P
OF STONE
R15
0000"OF Ty
"Q1
/��
SOUTHEAST 1/16 CORNER
SECTION 29
V� TO 4D
RECORD ACCESSORIES
cosy G'Q �O
J J �
12"J S71°W,25.5'
16" J N 5 1/4° W, 52.6'
SE 1/16 • S29
RECOVERED 2-1/2" SS POST
J�IV=
O'9s
2013 �� ��
0
WITH 3-1/4" BC, 2" AGL
IN A MOUND OF STONE
RA L
AND M
R16
EAST 1/16 CORNER
SECTIONS 29 & 32
RECORD ACCESSORIES
22" J S 84 1 /2° E, 9.5'
29" J N 63 1/4° W, 38.6'
1" IRON PIPE
RM=2-1/2" SS POST WITH 3-1/4"
BC, BEARS S39035'44"W, 45.86'
RECOVERED 1" OD IRON PIPE
4" AGL
DESCHtiT'ES COUNTY SURVEYOR
FlLED V30 12020 BY: OvnktlAn
R18
OF T/1
/�i
CENTER -SOUTH 1/16 CORNER
SECTION 29
TO
RECORD ACCESSORIES
cl (� O
10" J S 83° E, 118.5'
j J C
40" J S 1 1 /4° W, 72.7'
S 1 /16 S29
9" J N 86 3/4° W, 118.5'
G C <v =
+ O'9S, 2013 �� �
rRA
RECOVERED 2-1/2" SS POST
Ci - L $ Q►G'
4A
WITH 3-1/4" BC, 2" AGL
ND MptJ
R19
Ilk OF rl1
/��
CENTER QUARTER SECTION
CORNER, SECTION 29
�QI vL TO
s�' ���
RECORD ACCESSORIES
•O T15S R12E
y Z� G� O
27" J N 65 1/40 E, 13.0'
J J �3
28" J S 32 1 /2° W, 30.4'
C 1 /4 • S29
to
G '9
J��
O'9S► 2013 !��
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC, 3" AGL
��
O R A L
AND N►
R20
OF Ty
/��
QUARTER SECTION CORNER
SECTIONS 20 & 29
Q,Q� VL TO
s�'
ACCESSORIES
•O T15S R12E ;'0RECORD
10" J N 16° E, 101.1'
13
S20
1 /4 -•-
26" J N 51 3/40 E, 28.7'
22" J S 70 3/40 E, 32.2'
S29
G J��Z
15" J S 40 3/40 E, 48.7' NF
8" DT J S 5° E, 18.4'
2013
RECOVERED 2-1/2" SS POST
WITH 3-1/4" BC, 2" AGL
�Q` ��
L
SAND
Mp�P
IN A MOUND OF STONE
R23
OF TI1
/��
QUARTER SECTION CORNER
SECTIONS 21 & 22
TO
O
s�• ��
RECORD ACCESSORIES
T15S R12E
vP G
�111
14" J S 34° E, 70.0'
JZ 1 /4
16" J S 62 1 /2° W, 49.2'
S21 S22
G
RECOVERED 2-1/2" SS POST
'9s, 2011 l`�
WITH 3-1/4 BC, 7 AGL
��
Oic RA L
ENCIRCLED IN A COLLAR OF
STONE
p�Q.G
AND M
R25
QUARTER SECTION CORNER
SECTIONS 16 & 21
5/8" IRON ROD
RECOVERED 5/8" IRON ROD
PER CS13983
R26
OF Ty
/��
CORNER OF SECTIONS
16, 17, 20 & 21
O�Q� V. TO
V_ s�• �'A�
RECORD ACCESSORIES
�• T15S R12E
•ZvQ GAO
J �J1
25" J N 75° E, 20.1'
�Q
35" J S 17" E, 66.8'
S17 S16
S20 S21 , h.
20" J S 36° W, 53.2'
G J��Z
21" J N 24° W, 16.0'
RECOVERED 2-1/2" SS POST
� 09s 2011 �Q` t�,�
QI`` rRA $ f?
L
�A ND Mp�P
WITH 3-1/4" BC, 3" AGL
R27
OF TIC
l��
EAST 1/16 CORNER
SECTIONS 17 & 20
Q,Q� vL TO
RECORD ACCESSORIES
G'Q .
16"J N4°E,29.3'
J J ?!
S17
E 1/16
14" J S 64° W, 30.3'
S20
Gay► <v�Z
J
RECOVERED 2-1/2" SS POST
2011
WITH 3-1/4" BC, FLUSH
Os r $��
�` RA L
ENCIRCLED WITH A COLLAR
OF STONE
�Q►
LAND Mp
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
SEPTEMBER 17, 2018
BENJAMIN J. HRON
92723
EXPIRES: 6/30/2021
CIVIL ENGINEERING I SURVEYING I PLANNING
SHEET 3OF5
vi
S: \Land Projects\Thornburgh\dwg\Survey\180110A-ROS.dwg Nov 23, 2020 - 1: 48pm
Ch N", k 2 0 3 7 5
20376
RECORD OF SURVEY
LOCATED IN SECTIONS 17, 20, 21, 28,29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
NOVEMBER 23, 2020
SET CORNER MONUMENTS
ABBREVIATIONS.-
AGL=ABOVE GROUND LEVEL J=JUNIPER SS=STAINLESS STEEL
S1
HWA
QUARTER SECTION CORNER
T15S R12E
SECTIONS 20 & 21
ACCESSORIES ESTABLISHED
1/4
6" J N 72° E 15.3' SCRIBED "1/4 S21 BT"
6" SPIKE WITH 1-1/2" BRASS WASHER
S20 40 S 21
MARKED "HWA" IN NORTH FACE
29" J S 290 E 23.5' SCRIBED "X BT"
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN SW FACE
19" J S 170 W 36.7' SCRIBED 1/4 S20 Br
2020
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN NW FACE
18" J S 630 W 26.5' SCRIBED "X BT"
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN SOUTH FACE
SET A 2-3/8" DIAMETER X 24" LONG
FLANGED END SS POST WITH 2-1/2" BC
CAP, 0.4' AGL, ENCIRCLED WITH A COLLAR OF STONE
S2
HWA
CENTER QUARTER SECTION
T15S R12E
CORNER, SECTION 20
ACCESSORIES ESTABLISHED
16" J N 480 E 33.5' SCRIBED "X BT"
6" SPIKE WITH 1-1/2" BRASS WASHER
C 1/4 • S 20
MARKED "HWA" IN NE FACE
14" J S 470 E 19.6' SCRIBED "C 1/4 S20 BT'
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN SE FACE
15" J S 190 W 53.7' SCRIBED "X BT"
2020
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN NW FACE
19" J N 740 W 43.5' SCRIBED "C 1/4 S20 BT"
6" SPIKE WITH 1-1/2" BRASS WASHER
MARKED "HWA" IN NE FACE
SET A 2-3/8" DIAMETER X 24" LONG FLANGED END SS POST WITH 2-1/2" BC
CAP, 0.4' AGL, ENCIRCLED WITH A COLLAR OF STONE
S3
CENTER -EAST 1/16 CORNER
HWA
SECTION 20
E 1/16
C 0 C
SET 5/8" X 20" REBAR IN A
S20
DRILL HOLE IN ROCK,
ENCIRCLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
2020
0.4' AGL
S4
SOUTH 1/16 CORNER
HWA
SECTIONS 20 & 21
S 1 /16
S20 S21
SET 5/8" X 20" REBAR IN A
DRILL HOLE IN ROCK,
ENCIRCLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
2020
0.4' AGL
S5
CENTER -SOUTH 1/16 CORNER
HWA
SECTION 30
C
S 1 /16 S20
SET 5/8" X 24" REBAR,
C
ENCIRCLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S6
SOUTHEAST 1/16 CORNER
HWA
SECTION 20
SE 1/16 • S20
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S7
SOUTHWEST 1/16 CORNER
HWA
SECTION 16
SW 1 /16 • S16
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S8
WEST 1/16 CORNER
HWA
SECTIONS 20 & 29
S20
W 1/16 e
SET 5/8" X 24' REBAR
S29
ENCRICLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S9
SOUTHWEST 1/16 CORNER
HWA
SECTION 20
SW 1/16 • S20
SET 5/8" X 20" REBAR IN A
DRILL HOLE IN ROCK,
ENCIRCLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
2020
0.4' AGL
S10
CENTER -NORTH 1/16 CORNER
HWA
SECTION 29
C
N 1/16 S29
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
C
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S11
NORTH 1/16 CORNER
HWA
SECTIONS 29 AND 30
N 1/16
S30 S29
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S12
NORTHWEST 1/16 CORNER
HWA
SECTION 29
NW 1/16 • S29
SET 5/8" X 20" REBAR IN A
DRILL HOLE IN ROCK,
ENCIRCLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
2020
0.4' AGL
S13
NORTHEAST 1/16 CORNER
HWA
SECTION 30
N E 1/16 • S30
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
S14
CENTER -SOUTH 1116 CORNER
HWA
SECTION 17
C
S 1 /16 S17
SET 5/8" X 24' REBAR
ENCRICLED WITH A COLLAR
C
OF STONE WITH 2"
ALUMINUM CAP
0.4' AGL
2020
DESCHUTES COUNTY SURVEYOR
FILED 3o zoLo BY:
it - 7-3- zo
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
SEPTEMBER 17, 2018
BENJAMIN J. HRON
92723
%4VA
CIVIL ENGINEERING I SURVEYING I PLANNING
IS: \Land Projects\Thornburgh\dwg\Survey\180110A—ROS.dwg Nov 23, 2020 — 1: 52pm
CS 20376
EXPIRES: 6/30/2021
SHEET 5 OF 5