HomeMy WebLinkAboutSurvey 21554Deschutes County Official Records
Steve Dennison, CountyClerk
II 2025-14880
PAR TITIOAT PLAT NO. oZ 02S or)!;
A f9.99 ACRE PARTITION LOCATED IN THE S1/2 OF THE SW1/4
OF SECTION 31, T16S, R12E, W.M., DESCHUTES COUNTY, OREGON
DESCHUTES COUNTY PLANNING FILE: 247-24-000666-MP
OWNER'S DECLARATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT WE CALEB RILEY AND KELSEY RILEY, AS
TENANTS BY THE ENTIRETY, ARE THE OWNERS OF THE LANDS SHOWN ON THIS DESCHUTES
COUNTY PARTITION NO. 247-24-000666-MP, THE BOUNDARY OF WHICH IS MORE
PARTICULARLY DESCRIBED IN THE ATTACHED SURVEYOR'S CERTIFICATE, AND THAT WITH THE
CONSENT OF MORTGAGE ELECTRONIC REGISTRATION SYSTEMS, INC., "MERS" SOLELY AS A
NOMINEE FOR KIND LENDING, LLC, ITS SUCCESSORS AND ASSIGNS, AS A TRUST DEED
BENEFICIARY, WE CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO PARCELS AS SHOWN
HEREON IN ACCORDANCE WITH THE PROVISIONS OF ORS CHAPTER 92, AND THAT WE DO
HEREBY SUBMIT FOR RECORD AND APPROVAL SAID PARTITION, AND THAT WE DO HEREBY GRANT
TO PARCEL 1 THE INGRESS/EGRESS EASEMENT OVER PARCEL 2 SHOWN HEREON, AND THAT WE
DO HEREBY GRANT TO PARCEL 2 THE PRIVATE IRRIGATION DELIVERY EASEMENT OVER PARCEL 1
SHOWN HEREON, AND THAT WE DO HEREBY GRANT TO CENTRAL ELECTRIC COOPERATIVE, INC.
THE OVERHEAD POWER LINE EASEMENT OVER PARCEL 1 SHOWN HEREON, AND THAT WE DO
HEREBY DEDICATE TO THE PUBLIC FOREVER ANY RIGHT-
OF-WAY SHOWN HEREON THAT HAS NOT BEEN PREVIOUSLY DEDICATED.
RILEY
LIao
DATE
VialW25-
DATE
(J)�� 15- 1 2v2c
MOR E ELECTRONIC REGISTRATION SYSTEMS, INC., "MERS" DATE
SOLELY AS A NOMINEE FOR . _..._ ITS SUCCESSORS
AND ASSIGNS _n Lov4 v%tw L.owt 50w-4; c; �5 i L LG
PRINTED NAME: PC t 15 G � � �� 00 gCk
TITLE: 4 ! 48A 5?4- fe 44t
ACKNOWLEDGMENT
STATE OF OREGON )
)SS
COUNTY OF DESCHUTES )
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME FREELY AND VOLUNTARILY ON
THIS DAY OF na jAQ 2025 BY CALEB RILEY AND
KELSEY RILEY. A a
NF °R� OFFICIAL STAMP
OTARY PUBLIC
= ALEXANDRA DEPAN
PRINTED NAME:
�� ��a �:: NOTARY PUBLIC - OREGON
[�1� .��� "l. '` COMMISSION N0. 1055598
NOTARY PUBLIC - OREGON/R� G y9 MY COMMISSION EXPIRES JANUARY 23, 2029
COMMISSION NO:
MY COMMISSION EXPIRES ]Aviu 20� .
ACKNOWLEDGMENT
STATE OF F 1,0tr "d k )
COUNTY OF r iV V` 411 )SS)
ON THISS—AY OF Ol 2025, BEFORE ME PERSONALLY
APPEAREDA6,5 WHO BEING DULY SWORN, STATED THAT
HE/SHE IS A Q OF 0 WGA6 ELECTRONIC REGISTRATION
I.OkaWew '-dAA SGrviciN�jLC.L�
SYSTEMS, INC., "MERS" SOLELY AS AS A NOMINEE FOR , ITS SUCCESSORS
AND ASSIGNS WHO IS AUTHORIZED TO EXECUTE THE FOREGOING INSTRUMENT AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF "MERS':
......
P/e .. DAVID E NORRIS
NOTARY PUBLICNotary Public - State of Florida
• � .�Cc Commission # HH 318807
OL Vl
PRINTED NAME. �r�S '�0My Comm. Expires Oct 3, 2026
NOTARY PUBLIC - .QRSC�' 0� Bonded through National Notary Assn.
COMMISSION NO: 3 t
MY COMMISSION EXPIRES �� -3 , 20 .
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION"
AT A CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP
PROJECTION WAS THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME
OBSERVATIONS WERE USED AND INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE. 44'0821.34434" N. BASE LONGITUDE: 121 '20' 18. 61207" W.
ASSUMED BASE NORTHING. 234220.17 FT. ASSUMED BASE FASTING: 239233.20 FT.
ELLIPSOID: WGS84 SCALE. 1.000754098 PROJECT HEIGHT. 3283.14 FT.
SURVEYOR'S CERTIFICATE
1, JERRY D. STICHLER, OREGON REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2527,
HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS
THE LANDS SHOWN ON THIS DESCHUTES COUNTY PARTITION NO. 247-24-000666-MP, THE
BOUNDARY OF WHICH BEING DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, A 518" IRON ROD WITH YELLOW PLASTIC CAP MARKED
"BAXTER SURVEYING" LOCATED AT THE SOUTHEAST CORNER OF PARCEL 1 OF PARTITION PLAT
NO. 2004-50, ACCORDING TO THE OFFICIAL PLAT THEREOF AS RECORDED IN THE OFFICE OF
COUNTY CLERK FOR DESCHUTES COUNTY, OREGON; THENCE S89'5649 "E - 11.14 FEET TO
THE NORTHWESTERLY RIGHT-OF-WAY LINE FOR BAILEY ROAD; THENCE S26' 11 '51 "W - 122.61
FEET ALONG SAID RIGHT-OF-WAY LINE, THENCE FOLLOWING THE ARC OF A 458.11 FEET
RADIUS CURVE TO THE RIGHT A DISTANCE OF 380.50 FEET (THE LONG CHORD OF WHICH
BEARS S50'0825"W - 369.66 FEET) ALONG SAID RIGHT-OF-WAY LINE; THENCE S73'56'05"W -
87.22 FEET ALONG SAID RIGHT-OF-WAY LINE; THENCE FOLLOWING THE ARC OF A 308.03 FEET
RADIUS CURVE TO THE LEFT A DISTANCE OF 188.21 FEET (THE LONG CHORD OF WHICH
BEARS S56'25'30"W - 185.30 FEET) ALONG SAID RIGHT-OF-WAY LINE; THENCE S38'58'33"W -
263.82 FEET ALONG SAID RIGHT-OF-WAY LINE; THENCE FOLLOWING THE ARC OF A 210.90
FEET RADIUS CURVE TO THE RIGHT A DISTANCE OF 189.96 FEET (THE LONG CHORD OF WHICH
BEARS S65'01'51 "W - 183.61 FEET) ALONG SAID RIGHT-OF-WAY LINE; THENCE N89'09'51 "W
- 60.79 FEET ALONG SAID RIGHT-OF-WAY LINE; THENCE N00'03'06"W - 756.16 FEET TO THE
SOUTH BOUNDARY LINE OF SAID PARCEL 1; THENCE S89'56'49"E - 958.79 FEET ALONG THE
SOUTH BOUNDARY LINE OF SAID PARCEL 1 TO THE POINT OF BEGINNING.
PARCEL CONTAINS f9.992 ACRES SUBJECT TO ALL EASEMENTS, RESTRICTIONS, AND RIGHT-OF-
WAY OF RECORD PERTAINING TO THE ABOVE DESCRIBED LANDS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�181
OREGON
DULY = 1991
JERRY D. STICKER
2527
RENEWS 6130126
GENERAL NOTES
1. THE LANDS SHOWN HEREON ARE SUBJECT TO BUILDING AND USE RESTRICTIONS, INCLUDING
THE TERMS AND PROVISIONS THEREOF, PER BOOK 213, PAGE 694 RECORDED ON
NOVEMBER 27, 1974 IN DESCHUTES COUNTY DEED RECORDS. SAID DOCUMENT WAS
AMENDED PER BOOK 197, PAGE 1432 RECORDED ON NOVEMBER 28, 1989 IN DESCHUTES
COUNTY OFFICIAL RECORDS.
2. THE LANDS SHOWN HEREON ARE SUBJECT TO MULTIPLE WAIVER OF REMONSTRANCE
EASEMENTS PER INSTRUMENT NO. 2019-12358 RECORDED ON APRIL 19, 2019,
INSTRUMENT NO. 2019-12360 RECORDED ON APRIL 19, 2019, INSTRUMENT NO.
2019-12362 RECORDED ON APRIL 19, 2019, INSTRUMENT NO. 2019-12363 RECORDED ON
APRIL 19, 2019 AND INSTRUMENT NO. 2020-41980 RECORDED ON AUGUST 20, 2020 IN
DESCHUTES COUNTY OFFICIAL RECORDS.
3. CENTRAL ELECTRIC COOPERATIVE, INC. (C.E.C.) SHALL HAVE THE RIGHT TO INSTALL,
CONSTRUCT, RENEW, MAINTAIN AND OPERATE THEIR EQUIPMENT ABOVE AND BELOW THE
GROUND AND ALL OTHER RELATED FACILITIES WITHIN THE C.E.C. POWER LINE EASEMENT
IDENTIFIED ON THIS PLAT AS MAY BE NECESSARY OR DESIRABLE IN SERVING THE PARCELS
IDENTIFIED HEREON, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT
TO REQUIRE THE REMOVAL OF ANY OBSTRUCTIONS, INCLUDING TREES AND VEGETATION,
THAT MAY BE PLACED WITHIN THE C.E.0 POWER LINE EASEMENT AT THE PARCEL OWNER'S
EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE C.E.C.
POWER LINE EASEMENT OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF
THE C.E.C. POWER LINE EASEMENT WITHOUT WRITTEN APPROVAL OF CENTRAL ELECTRIC
COOPERATIVE, INC.
N
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J
PARCEL 1 op
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416iz,
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12.00 FT. WIDE IRRIGATION DELIVERY l-
o
EASEMENT BEING GRANTED TO PARCEL
0
2 HEREIN. REFER TO OWNER'S
Z
DECLARATION ON SHEET 1
DETAIL 'B' SCALE 1 " = 20'
�'�'� IlIiIIIIIIIIIIliIIIlIiIIIIIIIIIIiIIIIIIIIIIIIIIII
' 01561496202500148800020028
D-PP Cnt=1 Pgs=2 Stn=6 06110/2025 03:17 PM
$25.00 $11.00 $61.00 $10.00 $6.00 $113.00
WATER RIGHTS STATEMENT
THESE LANDS HAVE AN ADJUDICATED 6.00 ACRES OF WATER RIGHTS ON CERTIFICATES ISSUED
TO TUMALO IRRIGATION DISTRICT. PROPOSED PARCEL 1 SHALL HAVE 3.00 ACRES OF IRRIGATION
WATER RIGHTS AND PROPOSED PARCEL 2 SHALL HAVE 3.00 ACRES OF IRRIGATION WATER
RIGHTS.
APPROVALS
TUMALO IRRIGATION DISTRICT
I HEREBY CERTIFY THAT ALL TAXES ARE PAID TO THIS DATE.
DESCHUTES COUNTY TAX
�_/Cp_�
DWrE
DATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES, AND OTHER
CHARGES REQUIRED BY LAW TO BE PLACED ON THE 2024-2025 TAX ROLL WHICH BECAME A
LIEN OR WILL BECOME A LIEN ON THIS PARTITION DURING THIS TAX YEAR BUT NOT YET
CERTIFIED TO THE TAX COLLECTOR FOR COLLECTION HAVE BEEN PAID.
ow
DESCHUTES CO ASSESSO DATE
Dt_1PL-7T "-(
DESCHUTES COUNTY SURVEYOR
C O VY1''( EjVV7w(
DESCHUTES COUNTY ROAD DEPARTMENT DIRECTOR
- RE"
DESCHUTES COUNTY ENVIRONMENTAL SOILS DIVISION
DESCHUXES COUNTY PLANNING DIRECTOR
DESCHUTES COUNTY
D OF COMMISSIONERS
05-
-4Ra - a0 2S
DATE
05-27-202-5
DATE
(, IS 24ZS"
DATE
DATE
6 3/ZoZs
DATE
SIGNATURE BY THE BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE BY THE COUNTY OF
ANY DEDICATION MADE HEREON TO THE PUBLIC.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO PARTITION THE SUBJECT LANDS INTO TWO PARCELS AS
SHOWN AND APPROVED BY DESCHUTES COUNTY PLANNING FILE NO. 247-24-000666-MP.
RECORD SURVEYS INCLUDED CS02014, CS02019, CS 12515, PARTITION PLAT NO. 1997-39
(CS13073) AND PARTITION PLAT NO. 2004-50 (CS 15912). REFERENCE DEED USED FOR THE
PARENT BOUNDARY WAS INSTRUMENT NO. 2024-02415.
THE WEST BOUNDARY OF THE SUBJECT PROPERTY WAS DEFINED BY HOLDING FOUND
MONUMENTS PER CS02014 AS SHOWN. ALIGNMENT OF THE NORTH BOUNDARY WAS DEFINED BY
HOLDING FOUND MONUMENTS PER CS02014 AND CS15912. THE NORTHEAST CORNER OF THE
PARENT PARCEL WAS ESTABLISHED BY EXTENDING THAT NORTH LINE IN ORDER TO HOLD THE
EXISTING 20 FT. 112 RIGHT-OF-WAY FOR BAILEY ROAD ADJACENT TO THIS PROPERTY. THE
SOUTHEASTERLY BOUNDARY LINE OF THE SUBJECT PROPERTY IS DESCRIBED AS BEING
BOUNDED BY THE NORTHWESTERLY RIGHT-OF-WAY LINE FOR BAILEY ROAD PER DEED AND
CS02014. CS13073 MONUMENTED THE SOUTHEASTERLY RIGHT-OF-WAY LINE FOR BAILEY ROAD
SO A SEARCH FOR ALL OF THOSE MONUMENTS ALONG THE FRONTAGE OF THIS PROPERTY WAS
PERFORMED. THIS SURVEY WAS ONLY ABLE TO RECOVERED THE REMAINING MONUMENTS NOTED
HEREON. CS13073 LOCATED A CENTERLINE MONUMENT THAT WAS SET PER CS02014 THAT
APPEARS TO DIFFER SLIGHTLY FROM ROAD ALIGNMENT ESTABLISHED BY CS13073. THIS SURVEY
HELD THE FOUND CS13073 MONUMENTS AND OFFSET THEM 50.00 FEET TO ESTABLISH A
PORTION OF THE NORTHWESTERLY RIGHT-OF-WAY LINE FOR BAILEY ROAD AS SHOWN. BEST FIT
AND PROPORTIONATE MEASUREMENTS WERE USED TO ESTABLISH THE REMAINING POINT OF
CURVES AS INDICATED HEREON. THIS OBVIOUSLY RESULTED IN NON -TANGENT CURVES ALONG
THE EXTERIOR BOUNDARY OF THE SUBJECT PARCEL. IT SHOULD BE NOTED THAT NON -TANGENT
CURVES WERE ALSO PREVIOUSLY RECORDED BY CS02014, CS02019, CS12515 AND CS13073.
WITH ALL ORIGINAL BOUNDARIES BEING THUS DEFINED, THE PARENT PARCEL WAS DIVIDED AS
APPROVED BY COUNTY PLANNING AND MONUMENTS WERE SET ACCORDINGLY. THE SETTING OF
EXTERIOR PLAT MONUMENTS THAT FALL WITHIN THE BAILEY ROAD DEDICATED RIGHT-OF-WAY
HAVE BEEN WAIVED BY THE COUNTY SURVEYOR PER ORS 92.060(2)(B).
DESCHUTES COUNTY SURVEYOR
FlLED a i 2ozs gy.
PREPARED FOR:
CALEB RILEY
64525 BAILEY ROAD
BEND, OREGON 97703
PREPARED BY:
PRECISION LAND SURVEYING, INC.
P.O. BOX 2062
REDMOND, OREGON
97756
(541) 548-6092
APRIL 8, 2025
SHEET 1 OF 2
DRAWN BY: J.S.
I
JOB NO. 24/72
EP: RILEY PARTITION
ACAD: 2472—PART
R
IV
CS 21554
1 �1
SCALE 1" = 60'
0 30 60 120 FT.
LINE TABLE
NUMBER
BEARING
DISTANCE
L 1
S89'56'49 "E
N89'58'23 "E
11.14
11.15 R4
L2
S73'56'05 "W
S73'S1 '46 "W
87.22
8 7.19)R 1
L3
N89'09'51 "W
N89'06'27"W
60.79
61.27 R1
L4
N90'00'00"E
34.72
L5
N89'09'51 "W
60.94
L6
N00'03'06"W
10.00
L7
N21'1736"E
86.35
L8
N38'5833 "E
65.84
L9
N01 '38'04 "W
51.34
L 10
N38'5833 "E
51.68
L 11
NO 1 '38'04 "W
40.30
L 12
N01 '38'04 "W
50.00
L 13
N88'21 '56 "E
20.00
L 14
N01'38'04"W
26.67
L 15
N38'5833 "E
30.73
L 16
S63'48'09 "E
50.00
L17
S51'01'27"E
50.00
L 18
S51 '01 '27"E
50.00
L 19
N00'03'06 "W
(N00'05'21 "W
20.00
20.00)R 1
L20
S08'31 '32 "E
12.83
L21
N774326 "W
27.44
L22
N00'03'06 "W
1.34
L23
N00'03'06 "W
12.28
L24
N77'4326 "W
1 23.83
- N
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U U
Qcc
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a 1--
OO=I=
Q
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6E Q
La p: / -' L 13 La
WOWWW / w�
�WO�c= / 20, N -j UZ�
3NQoo a14V per i jj ���
W�co
~� J-L15 W
� Lu
Lo W O
~ # J
NulWccz
0
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woo
L8
ozo
N m
DETAIL 'A' SCALE 1" = 60'
IZS
PARTITION PLAT ArO. mo Ic
A ± 9.99 ACRE PARTITION LOCATED IN THE S1 /2 OF THE SW1 /4
OF SECTION 31, T16S, R12E, W.M., DESCHUTES COUNTY, OREGON
DESCHUTES COUNTY PLANNING FILE: 247-24-000666-MP
PARCEL 2 TOTAL
P.P. 2004-50 (N89'58'23"E - 970.15)R4
(EAST - 9 71. 04)R 1, R2
S89'56'49 "E - 96993
EILCOUNTYHUTES COUY SURVEYOR
SURVEYOR
o4//z 0257gy; Goo
PARCEL 1 -ti
P.P. 2004-50 /9� 30'
(N89'58'23"E - 959.00)R4 2� L1
S89'56'49 "E 958.79 ,� /
S89 56 49 E N 240.05 S89 56 49 E N 718.75
\
00
w
N7 778611
1V7�51,39 W
12.00' WIDE EASEMENT BEING GRANTED 3.40 f
TO PARCEL 2 FOR IRRIGATION DELIVERY. o
SEE DETAIL 'B' ON SHEET 1. o 1 lr6
0
0
v ' L5
V) FL6
36 31 (S89'06:27- E n 990.00)R 1,R2 0 rn L3
T 16S S89 02 35 E N 990.42 N
T17S
1 6 N
W W
N
OC cic
3p.
ao 2
(A 30'
m PARCEL 2 /
4.985 AC.
No 2 3.00 AC. T.I.D. WATER RIGHT
oq w /
-1 O
Ga N
N u' SHED
rn /
2 /N
°�' BARN Gh
G1 /
CISTERN Z o �
v
L4 0
3 '
PARCEL 1 Q /
4. 71 1 A C. Z o tn 13-7 •?2 "W
3.00 AC. T.I.D. WATER RIGHT u oo'N 51556 05
c�ww RES• �o
m Y Rp •'� LEGEND
WZ
6 / B A� FOUND 3 114 " ALUMINUM CAP MARKED "T 16S R 11 E R 12E S36 S31 S 1 S6 T 17S
N w Z G 1987 LS1020 PER OCRR 108 BY GEORGE W. COLVIN, JR. DATED 0312011987.
2 � O O
� u' Q Gti / • FOUND 1/2" IRON ROD PER CS02014 8Y THOMAS H. BURTON DATED 12/2011967.
W
Wit- o W O FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "KARL 1642" PER
3 z ' CS 12515 BY ROBERT M. KARL FILED 0311111996.
o a o (11 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "BAXTER SURVEYING"
coin N o N ' PER PARTITION PLAT NO. 2004-50
�` 06/11/2004. (CS15912) BY TIM K. CHAPMAN FILED
/
/
/ cp \`��j O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527".
/ _
�` ----- -DIMENSION LINE.
/ ��� - - - - 20.00' WIDE EASEMENT BEING GRANTED�EASEMENT LINE. RECORD DOCUMENT AND/OR PURPOSE NOTED.
�"� /
TO C.E.C. FOR POWER UTILITIES. SEE / / L 1 LINE DESIGNATION - REFER TO TABLE FOR DATA.
DETAIL 'A' ON THIS SHEET
Cl CURVE DESIGNATION - REFER TO TABLE FOR DATA.
/ lb
I, 4 NOT DRAWN TO SCALE.
��/ p• �,y� � �, "� T.I.D. TUMALO IRRIGATION DISTRICT.
OCRR OREGON CORNER RESTORATION RECORD.
()R1 RECORD 1967 ANDCALCULATED OR A
DEED INSTRUMENT NO. 202 -02 15RECORDED 0113112024.
)R2 RECORD DATA PER CS02019 BY RICHARD H. GRAUE DATED MAY, 1971.
)R3 RECORD DATA PER CS 12515 BY ROBERT M. KARL FILED 0311111996 AND PER
/ L PARTITION PLAT NO. 1997-39 (CS13073) BY ROBERT M. KARL FILED 1011611997.
/ ( )R4 RECORD DATA PER PARTITION PLAT NO. 2004-50 (CS15912) BY TIM K. CHAPMAN
FILED 0611112004.
CURVE TABLE
PREPARED FOR:
h '
G
3 '
G /
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
Cl
458.11
458.11
473522"
4734' 19"
380.50
380.36
S50'0825"W
S50'04'36 "W
369.66
369.53 R i
C2
308.03
308.03
35'00'30"
34'59'41 "
188.21
188.14
S56'25'30"W
S56'21 '35 "W
185.30
185.23 R 1
C3
210.90
(210.90
51 '3628"
52.01 ' 19"
189.96
191.49
S65'01 '51 "W
S64'52'54 "W
183.61
184.98)R 1
C4
200.90
51 '3628"
180.96
S65'01 '51 "W
174.90
C5
448.11
47'35'20"
372.19
S50'0825 "W
361.59
C6
318.03
35*00,30"
194.32
S56'25'30"W
191.31
REGISTERED
CALEB RILEY
PROFESSIONAL
64525 BAILEY ROAD
LAND SURVEYOR
BEND, OREGON 97703
PREPARED BY:
PRECISION LAND SURVEYING, INC.
1
P.O. BOX 2062
OREGON
O
REDMOND, OREGON 97756
,KO tit
JERRY D. STICKERR
(541) 548-6092
2.
APRIL 6, 2025 SHEET 2 OF 2
DRAWN BY: J.S.
JOB NO. 24/72
RENEWS 6130126
EP: RMEY PARTITION
ACAD: 2472-PART
N
(:S 21554 .