HomeMy WebLinkAboutSurvey 21487PARTITION PLAT NO. iA U;4 5 OW a
PARTITION PLAT OF A TRACT OF LAND,
247-21-000593-MP, 594-CU, 595-CU
W.O. 24 -6008
*
SET 5/8" x 30" LONG IRON ROD WITH YELLOW PLASTIC CAP MARKED
"ARMSTRONG SURVEYING".
,S'URVEY FOR
T
SURVEY BY
Q
FOUND 1 /2" IRON ROD AS PER C.S. 00350 BY W.C. KAUFFMAN, LS
SIMMONS BROTHERS, LLC
ARMSTRONG SURVEYING, INC.
1031, DATED JULY 7, 1977.
P.O. BOX 400
267 NE SECOND ST. STE. 100
PRINEVILLE, OR 97754
PRINEVILLE, OR 97754
O
FOUND 3/4" IRON PIPE AS PER E.G. MANSFIELD CORNER TIE BOOK,
(541) 447-7791
DATED AUGUST 9, 1977.
_ _ _ _1
F�
r DETAIL 2
S
FOUND 3" DESCHUTES COUNTY ALUMINUM CAP AS PER OREGON
DETAIL
NOT TO SCALE-
I -NOT TO SCALE- I
CORNER RESTORATION NUMBER AS SHOWN, BY CORNELIUS H. KETHCUM,
I (
21
LS 804, DATED MARCH 4 & 5, 1987.
"
20 1 /4 N00 20 10 W
FOUND 1 /2" IRON ROD AS PER C.S. 00365 BY E.G. MANSFIELD, LS 10,
14
I S2
S30 7.29' I
RECORDED AUGUST 10, 1977.
(
I
7
1 S804
N00 20 10"W
I
e
FOUND 1/2" IRON ROD AS PER THE PLAT OF LAKE PARK ESTATES BY
I
52'2"W
----
30.01'
RICHARD H. GRAUE, LS 930, RECORDED JUNE 18, 1971.(CS07927)
I o
IV
N00'04'52"E I
L
244.20'
Q
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "MSC
I
LS58541 " AS PER C.S. 18146 BY NORBERT R. VOLNEY, LS 58541,
RECORDED APRIL 19, 2010.
( 13
®
FOUND -4 A" IRON PIPE AS PER C S 18146 BY NORBERT R VOLNEY
I S89-54'08"EI
LS 58541, RECORDED APRIL 19, 2010. 147.24'^ w
NNto
1O RECORD AS PER GENERAL LAND OFFICE SURVEY BY o `� oLo
-NOT A PART
JOHN W. MELDRUM, DEPUTY SURVEYOR, UNDER • `'0I
CONTRACT NO. 172, DATED JULY 17, 1872. ? `O z
S00'01 47
2O RECORD AS PER NORTH UNIT MAIN CANAL SURVEY BY OCRR N89'56'42"E
UNITED STATES DEPARTMENT OF THE INTERIOR, BUREAU 1/4"M001 N89'S6'23"E - 2669.72' TOTAL C1 4 265.61' -�
OF RECLAMATION, DATED AUGUST 14, 1942. , l-1
LOCATED IN THE S112 OF ,SECTION 25. T14S, R.13E... W.M., DESCHUTES COUNTY, OREGON
Deschutes County Official Records
Steve Dennison, County Clerk 2025-04605
01549723202500046050030038
D-PP Cnt=1 Pgs=3 Stn=4 02/27/2025 02:04 PM
$25.00 $11.00 $61.00 $10.00 $6.00 $113. 00
BASIS OF BEARINGS
,SHEET INDEX
SHEET 1 - OVERVIEW, LEGEND, DETAIL 1 AND DETAIL 2
SHEET 2 - PARCEL 1 AND PARCEL 2 DETAIL
SHEET 3 SURVEYOR'S CERTIFICATE, NARRATIVE, DECLARATION AND
DEDICATION, APPROVALS, LINE DATA TABLE AND CURVE DATA TABLE
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JAN. 15, 2002
TODD R. CATTERSON
53270
(Zlrx-Fw 1 T/
6(S83•35'23"E -
S83'27'23" 531.44')
E - 531,48'
� o0
LO -M 0
r
LO , -
rg
3 O
RECORD AS PER
S26
C.S. 00350 BY W.C. KAUFFMAN, LS 1031,
S25 1334.86
ATED JULY 7, 1977.
1334.86 M
1 i 16 12
4(
RECORD RD AS PER
C.S. 00366 BY CLELL GOODWIN, LS 1078,
DATED JUNE 8,
to
15
j 17
11 1 1
9
7 j
�J=1
5O
RECORD AS PER
C S 00368 BY ROBERT M KARL LS 1642
DATED OCTOBER
1 " = 300'
Q 300 0 300
�6O0 150
AUGUST 20, 2024
-NOT A PART-
tStAKINUbi AKt tSAJtU UN OF Z) JUKVtY
MEASUREMENTS USING THE WGS 1984 ELLIPSOID AND
A TRANSVERSE MERCATOR MAPPING PROJECTION WITH
THE FOLLOWING PARAMETERS:
ORIGIN OF LATITUDE = 44'19'12.13512"N
ORIGIN OF LONGITUDE = 121'07'42.43947'V
SCALE FACTOR = 1.0000000000
N89'52'03"E-12132.18' TOTAL
1423.81'
SEE DETAIL 2
OCRR
20 21 1 /4 0016
S30
30, 1980.
RECORD AS PER C.S.03E.G. -NOT APART- �I -H
6O E S. 65 BY .MANSFIELD, LS 10, RECORDED AUGUST 10, � I
1977. I— j
7( RECORD AS PER C.S. 17635 BY SCOTT D. MONTGOMERY, LS 51324, RECORDED6 co
0 19 j � I ►►�
FEBRUARY 1, 2008. 00
i
o j 1
8( RECORD AS PER O'NEIL MARKET ROAD SURVEY BY ROBERT R. GOULD, COUNTY
ENGINEER, DATED 1923. w 6
9( RECORD AS PER C.S. 18146 BY NORBERT R. VOLNEY, LS 58541, RECORDED o*o -• 1
APRIL 19, 2010. o 1 NORTH UNIT CANAL
RECORD AS PER AS PER THE PLAT OF LAKE PARK ESTATES BY RICHARD H. O 18 i 1 1 „E WIDTH VARIES RIGHT OF WAY
1
0O z % I N85 44 37
GRAUE, LS 930, RECORDED JUNE 18, 1971. CS07927
N82 31 40 E 510.85 f -
'
10 CURVE DATA - SEE TABLE ON SHEET 2 8 10 O 746.45 t 1-_------ -___
E E
COMPUTED POINT NOTHING SET 7 7O+®=O9 I� '15"E N83'46 57 ---- 53.51
/ N80 44 853.90 f _---_----_-_-- `� N74 14't �¢
0 __ _ o
EXISTING BARBED WIRE FENCE LINE -NOT A PART- CNN SEE DETAIL 1 �1N 10�$-t_---"_�---____--- N-� ROAD N0 00) 1g4 ~
o ,t � „ NS1.50'05 E _ K'•1 --- IN A.J. (JORDAN) COU v �-0 o
o cC.i N N82' 34 22 E 94 t _ - - _ -F- _ OF WARR
h 337 • 289 • _ - f - - - - - -� w APPROXIMATE LOCATION UNIMPROVED) u�
S89'5 1'44"E - 1188.09' TOTAL '��`�`�' Z 49 t _ _ t - _ _ _ _ - N 1 � ( = o z
p / 13 S89 54 08 E - i - - N80r 44 15 „E I M o rn o 1 _"J/ o ,"1_ - 147.24' H_ - _ _ _ - - 440.24, f N80 44' 1,5 0L 3 5 o N
23 D ti. _ .0�- 5(N89'55 03 E) 92.85 t 1 o 197.52EAC t c- no v d
to
132.68 t �_ „ENI 8N8029� tE rnZ� .cw .53 05 280.3
r
-NOT A PART- / N 221.69 t�11 I 0o
1 �0 � v�
rn to
rn r-
r �
o r-
i- 0
0 o0
vw
N
p O
0
z o
:; - z
87.66'
S26 S25 i
S35 S36 1
OCRR t
0030 i
N.E. 33RD. ST. N89-41'38"W
60.01 '
2(N89'53'48"E)
2(60.00')
i��h0
6(117.96)
2(117.66'�
400' 10'43 E
17.67' TOTAL
o �� ���� I
I
to
-02(1278+36.(
J
1 IQ
1
S iV)
m
o It o •
5 0 L6 I io
SEE SHEET 2
z °' I m M
I FOR PARCEL1 I
"
/ N 34 35' E (Ki rN
°�1AND PARCEL 21
N _ ( T-
+. DETAILS
N50' 16'02"E PARCEL 2 o I w
` 1
j 575. 137.38 13.27 AC.t
5 I co -0
1
9 "e ` I N N
-
1
467 0 0 , I o
1
6ro.
0-42�
1
z
PARCEL 1 I
�—
I
-v ;U 0
c o rn
9.01 AC.t Nr-
m
`�
ROAD RIGHT OF 1
m
r- I
N E COYN ER AVE 1
.5;
27
2(2
180.0!
2(180
2(1290+68.07 P
2 1289+58.19 P.C.
IGHT OF WAY
AS PER VOL. 1420 PG. 41
(1284+49.07 P.T.)
1
1283+34.90 P.C.)
M
to
l;
rn
L
LLJ
(o
Ln
I
z
+93.33 P.C.)
73 P.T.
6 P.C.)
� 114.50' WAY DEDICATION (A
4(N89'5348"E - 1336.50') 3.45 AC. I o 0 2205.37
30 00' N89'41 18"W - 1336.56 30.00 0 ' 30.29' 2 N88'S0'E) /
41'38"IIV - 1042.07' 1 2 409.71' 926.78' I N89'30'05"E - 2209.13' ti 2(200')� 2(298.38:) /
200 00 298 38 S25 30 AA Ru V STRONT
N89'34'50"W - 638.30' `J N89'48 22 W N89'48'45"W - 657.90' N89'39'53'W 652.15
279.86'
1(N89'23'W - 40.42 CHS.)
'S36
N89'37'55"W OCRR
320.03' 0031
INITIAL
POINT
2205.37'
N89'30'05"E - 2703.75' TOTAL
1(N89'23'W - 40.42 CHS.)
-NOT A PART- 4(N89'05'37"E - 2704.29')
7(N89'23'39"E - 2704.42') .
-- -,S36 31
6TS surveying, Inc. - established 1977
OCRR
0026
2(1257+65) SHEET 1 OF 3
DRG. NO. 24-6008.DWG
W.O. 49-w 4 6008
0
(:S 2 1 4 8 7
CS��x����� «
PARTITION PLAT NO. 4091111111ou A 5 1w D
PARTITION PLAT OF A TRACT OF LAND, LOCATED IN SECTION IN THE S112 OF
25, T14S,1 R.13E., W.M.It DESCHUTES COUNTY, OREGON
247-21-000593-MP, 594-CU, 595-CU
W. 0. 24 -6008
SURVEYORS CERTIFICATE
I, TODD R. CATTERSON, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS IN ACCORDANCE WITH
OREGON REVISED STATUTES, CHAPTER 92, THE LANDS REPRESENTED ON THIS PLAT, SAID LANDS ARE LOCATED IN SECTION 25, T.14S., R.13E., W.M., DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS
FOLLOWS: A TRACT OF LAND SITUATE IN A PORTION OF THE SOUTH ONE-HALF (S1/2) OF SECTION TWENTY-FIVE (25), TOWNSHIP FOURTEEN (14) SOUTH, RANGE THIRTEEN (13) EAST OF THE WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 25 BEING A 3" DESCHUTES COUNTY ALUMINUM CAP AS PER OREGON
CORNER RESTORATION NUMBER AS SHOWN, BY CORNELIUS H. KETHCUM, LS 804, DATED MARCH 4 & 5, 1987, THENCE NORTH 89'41'18" WEST ALONG THE SOUTH LINE OF SAID SECTION 25 A DISTANCE OF 1336.56
FEET TO THE WEST ONE -SIXTEENTH CORNER BETWEEN SECTION 25 AND SECTION 36; THENCE NORTH 89'41'38" WEST ALONG SAID SOUTH LINE OF SECTION 25 A DISTANCE OF 1276.62 FEET; THENCE NORTH
00'10'43" EAST A DISTANCE OF 117.66 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY; THENCE NORTH 50'16'02" EAST ALONG THE SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL
HIGHWAY A DISTANCE OF 676.33 FEET; THENCE NORTH 50'16'02" EAST ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 137.38 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY
AROUND A 1462.39 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 122.37 FEET, LONG CHORD BEARS NORTH 47-52'38" EAST, 122.33 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL
HIGHWAY AROUND A 1462.39 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 410.01 FEET, LONG CHORD BEARS NORTH 37'26'27" EAST, 408.67 FEET; THENCE NORTH 29'24'34" EAST ALONG SAID SOUTHERLY
RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 313.30 FEET; THENCE SOUTH 89'51'45" EAST A DISTANCE OF 12.03 FEET; THENCE SOUTH 89'54'08" EAST A DISTANCE OF 147.24 FEET; THENCE NORTH
00'04'52" EAST A DISTANCE OF 244.20 FEET; THENCE NORTH 00'07'19" EAST A DISTANCE OF 16.97 FEET TO A POINT ON SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY; THENCE ALONG SAID SOUTHERLY
RIGHT OF WAY LINE AROUND A 686.20 FEET RADIUS CURVE TO THE RIGHT A DISTANCE OF 334.57 FEET, LONG CHORD BEARS NORTH 53'38'29" EAST, 331.27 FEET; THENCE NORTH 67'36'32' EAST ALONG SAID
SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 395.10 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A 1939.86 FEET RADIUS CURVE TO THE LEFT A
DISTANCE 601.53 FEET, LONG CHORD BEARS NORTH 58'43'31" EAST, 599.12 FEET; THENCE NORTH 49'50'33" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 300.50 FEET;
THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A 1051.05 FEET RADIUS CURVE TO THE RIGHT A DISTANCE OF 466.50 FEET, LONG CHORD BEARS NORTH 62'33'26" EAST, 462.68
FEET; THENCE NORTH 89'5621 " EAST A DISTANCE OF 71.41 FEET; THENCE NORTH 89'52'03" EAST A DISTANCE OF 293.85 FEET; THENCE SOUTH 78'01'33" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF
O'NEIL HIGHWAY A DISTANCE OF 182.59 FEET; THENCE ALONG THE SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A 1462.39 FEET CURVE TO LEFT A DISTANCE OF 292.25 FEET, LONG CHORD BEARS
SOUTH 83'44'56" EAST, 291.76 FEET; THENCE SOUTH 89'28'28" EAST ALONG SAID SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 774.90 FEET; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY
LINE OF O'NEIL HIGHWAY AROUND A 2894.79 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 101.89 FEET, LONG CHORD BEARS NORTH 89'31'02" EAST, 101.88 FEET; THENCE NORTH 88'30'31 " EAST ALONG SAID
SOUTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 380.75 FEET TO THE WESTERLY RIGHT OF WAY LINE OF CENTRAL OREGON IRRIGATION DISTRICT MAIN CANAL; THENCE SOUTH 07'26'34" WEST ALONG
SAID WESTERLY RIGHT OF WAY LINE OF CENTRAL OREGON IRRIGATION DISTRICT MAIN CANAL A DISTANCE OF 2594.60 FEET TO THE SOUTH LINE OF SAID SECTION 25; THENCE SOUTH 89'30'05" WEST ALONG SAID
SOUTH LINE OF SECTION 25 A DISTANCE OF 2205.37 FEET TO THE POINT OF BEGINNING. ALSO A TRACT OF LAND SITUATE IN A PORTION OF THE SOUTH ONE-HALF (S1/2) OF SECTION TWENTY-FIVE (25), TOWNSHIP
FOURTEEN (14) SOUTH, RANGE THIRTEEN (13) EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER ONE -QUARTER CORNER
WHICH BEARS NORTH 00'03'38" EAST A DISTANCE OF 2491.34 FEET FROM SAID SOUTH ONE -QUARTER CORNER OF SAID SECTION 25 AS SHOWN, THENCE NORTH 89'56'42" EAST ALONG THE EAST -WEST CENTERLINE
OF SAID SECTION 25 A DISTANCE OF 265.61 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A
1111.05 FEET RADIUS CURVE TO THE LEFT A DISTANCE OF 314.22 FEET, LONG CHORD BEARS SOUTH 58'04'03" WEST, 313.18 FEET TO THE NORTH -SOUTH CENTERLINE OF SAID SECTION 25; THENCE NORTH
00'03'38" EAST ALONG THE NORTH -SOUTH CENTERLINE OF SAID SECTION 25 A DISTANCE OF 165.39 FEET TO THE POINT OF BEGINNING. ALSO A TRACT OF LAND SITUATE IN A PORTION OF THE SOUTH ONE-HALF
(S1/2) OF SECTION TWENTY-FIVE (25), TOWNSHIP FOURTEEN (14) SOUTH, RANGE THIRTEEN (13) EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHICH BEARS SOUTH 89'52'03" WEST A DISTANCE OF 103.17 FEET FROM THE EAST ONE -QUARTER CORNER AND BEARS NORTH 43'46'32" EAST A DISTANCE OF 3686.61 FEET FROM SAID
SOUTH ONE -QUARTER CORNER OF SAID SECTION 25 AS SHOWN; THENCE SOUTH 07'26'33" WEST A DISTANCE OF 9.86 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY; THENCE SOUTH 88'30'31 "
WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY A DISTANCE OF 390.18 FEET; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A 2834.79 FEET RADIUS CURVE
TO THE RIGHT A DISTANCE OF 99.78 FEET, LONG CHORD BEARS SOUTH 89'31'04" WEST, 99.77 FEET; THENCE NORTH 89'28'28' WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE A DISTANCE OF 774.90 FEET;
THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE OF O'NEIL HIGHWAY AROUND A 1402.39 FEET RADIUS CURVE TO THE RIGHT A DISTANCE OF 158.26 FEET, LONG CHORD BEARS NORTH 86'1425" WEST, 158.18
FEET; THENCE NORTH 89'52'03" EAST A DISTANCE OF 1423.81 FEET TO THE POINT OF BEGINNING, CONTAINING 223.12 ACRES, MORE OR LESS.
SUBJECT TO ANY EXISTING EASEMENTS & RIGHT-OF-WAYS.
SUBJECT TO AN EASEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED THEREIN AS SET FORTH IN INSTRUMENT: RECORDED: MARCH
4, 1965. INSTRUMENT NO.: BK. 142, PG 411. MAPPED.
SURVEY NARRATIVE
WE WERE EMPLOYED BY SIMMONS BROTHERS, LLC TO COMPLETE THE SURVEY AND MAPPING REQUIREMENTS OF THIS APPROVED PARTITION. I FOUND AND HELD THE RECORD MONUMENTS AS SHOWN ALONG THE SOUTH
LINE OF SECTION 25 FOR THE SOUTH BOUNDARY OF SUBJECT PROPERTY. I THEN FOUND AND HELD THE RECORD MONUMENTS AS SHOWN FOR THE WEST LINE OF SUBJECT PROPERTY. I COMPUTED THE CENTERLINE
OF O'NEIL HWY BY HOLDING RECORD THE RECORD INFORMATION FROM THE O'NEIL MARKET ROAD SURVEY BY ROBERT R. GOULD, COUNTY ENGINEER, DATED 1923, AND ROTATING IT BETWEEN THE SOUTHWEST CORNER
OF SECTION 25 AND THE EAST ONE -QUARTER CORNER OF SECTION 25. 1 THEN COMPARED THIS WITH THE AS -BUILT CENTERLINE LOCATION AND EVERYTHING SEEMS TO FIT. I THEN OFFSET SAID CENTERLINE 30
FEET SOUTH THE ESTABLISH THE SOUTHERLY RIGHT-OF-WAY LINE AND 30 FEET TO THE NORTH FOR THE PORTION OF PARCEL 3 LYING NORTH OF THE EAST -WEST CENTERLINE OF SAID SECTION 25. THE EAST LINE
OF SUBJECT PROPERTY LIES ALONG THE WEST RIGHT-OF-WAY LINE OF THE NORTH UNIT CANAL. I HELD RECORD THE RECORD RIGHT-OF-WAY INFORMATION TO ESTABLISH SAID RIGHT-OF-WAY LOCATION. THE
PARTITION LINES ARE FREE LINES AS DESIRED BY THE CLIENT. THIS SURVEY WAS PERFORMED USING A TRIMBLE GPS SYSTEM IN RTK MODE.
TAX CERTIFICA TES
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 TO ME.
Scot .Z z -o '. -o2 S
COUNTY SES R 0# DATE
I HEREBY CERTIFY THAT ALL TAXES ARE PAID AS OF THIS DATE.
1)� 64Ti' n4c_,h-�u-�u-�-s
qCjjuu - 14644x-
COUNTY TAX COLLECT DATE
DECLARATION AND DEDICATION
KNOW ALL PEOPLE BY THESE PRESENTS THAT SIMMONS BROTHERS, LLC IS THE OWNER OF THE LANDS REPRESENTED ON THIS PLAT AND MORE PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE
AND HAVE CAUSED SAID LANDS TO BE SURVEYED AND PLATTED INTO PARCELS AND ROAD RIGHT-OF-WAY AS SHOWN HEREON IN ACCORDANCE WITH OREGON REVISED STATUTES, CHAPTER 92, AND DOES HEREBY
DEDICATE THE THE USE OF THE PUBLIC THE ROAD RIGHT-OF-WAY AS SHOWN HEREON. THERE ARE NO IRRIGATION WATER RIGHT APPURTENANT TO THIS PROPERTY.
/ w/
'ZLJ -
&I'DAN . SIMMONS, MEMBER OF SIMMONS BROTHERS, LLC
AFFIDAVIT OF CONSENT FOR DECLARATION AND DEDICATION BY WASHINGTON FEDERAL, BENEFICIA Y UNDER DEED OF TRUST RECORDED AS INSTRUMENT 2017-049692 ON DECEMBER 31,
2017, DESCHUTES COUNTY OFFICIAL RECORDS, OREGON, IS RECORDED AS INSTRUMENT, DESCHUTES COUNTY OFFICIAL RECORDS, OREGON.
A CKNO WLEDGEMENTh
KNOW ALL PEOPLE BY THESE PRESENTS THAT ON THIS DAY OF NOVt K4 6Qf, 2024, BEFORE ME, A NOTARY PUBLIC IN THE COUNTY OF CrG'>tO 1< STATE OF OREGON, PERSONALLY APPEARED
THE ABOVE NAMED JORDAN M. SIMMONS, MEMBER OF SIMMONS BROTHERS, LLC, AND WHO ACKNOWLEDGED TO ME THAT HE EXECUTED THE FOREGOING DECLARATION AND DEDICATION FREELY AND VOLUNTARILY.
30/1 P. &OLe'll
(PRINTED NAME)
NOTARY PUBLIC FOR THE STATE OF OREGON
MY COMMISSION EXPIRES Z D 7-
(SPELL OUT MONTH, 2 DIGIT DATE, COMPLETE YEAR)
COMMISSION NUMBER 13 0 V 4
REGISTERED
PROFESSIONAL
LAND SURVEYOR
`C �mer
OREGON,
JAN. 15, 2002
TODD R. CATTERSON
53270
CURVE DATA TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD
BEARING
1
71'55'22"
60.00'
75.32'
70.47'
S36'16'03"W
2
108'04'38"
60.00'
113.18'
97.13'
N53'4357"W
3
180'00'00"
60.00'
188.50'
120.00'
N89'41'35"W
4
04'47'40"
1462.39'
122.37'
122.33'
N47'52'35"E
5
16'03'50"
1462.39'
410.01'
408.67'
N37'26'27"E
6
20'51'30"
1462.39'
532.38'
529.44'
N39'50'17"E
6(6)
20'05'05"
1462.39'
512.64'
510.02'
N40' 11'28"E
7
10' 15'51 "
686.20'
122.93'
122.76'
N39'50' 17"E
6(7)
5' 16'39"
686.20'
63.21'
63.18'
N32'47' 15"E
8
2T56'09"
686.2(f-
334.57'
331.27'
N53'38'29"E
9
38' 12'00"
686.20'
457.50'
449.07'
N48'30'32"E
10
17'46'00"
1939.86'
601.53'
599.12'
N58'43'31 "E
11
25'25'49"
1051.05'
466.50'
462.68'
N62'33'26"E
12
05'08' 1 1 "
1051.05'
94.22'
94.19'
N77'50'26"E
13
30'34'00"
1051.05'
560.72'
554.10'
N65'07'32"E
14
21'34'00"
542.96'
204.38'
203.17'
N88'48'28"E
15
11 *27'00"
1462.39'
292.25'
291.76'
S8344'56"E
16
02'01'00"
2894.79'
101.89'
101.88,
N89'31'02"E
17
20'51'13"
1432.39'
521.46'
518.58'
N39'50'17"E
9(17)
20'51'30"
1432.23'
521.40'
518.53'
N39'4934"E
8(17)
20'51'30"
521.4'
18
38'12'00"
716.20'
477.20'
468.71'
N48'30'32"E
9(18)
38-11'59"
716.20'
477.50'
468.71'
N48'2949"E
8(18)
38' 12'
477.5'
19
1 T46'00"
1909.86'
592.22'
589.85'
N5843'32"E
9(19)
17'46'00"
1909.79'
592.20'
589.83'
N58'42'49"E
8(19)
1 T46'
592.2'
20
30'34'00"
1081.05'
576.73'
569.91'
N65'07'32"E
9(20)
30-33'49"
1081.37'
576.84'
570.03'
N65'06'54"E
8(20)
30'34'
576.9'
21
16' 12' 15"
1111.05'
314.22'
313.18'
S58'04'03"W
22
14'14'22"
1111.05'
276.12'
275.41'
N73'17'21"E
6(22)
13'26'36"
1111.37'
260.76'
260.16'
S71'54'49"W
23
30'34'00"
1111.05'
592.73'
585.73'
N65'07'32"E
24
21'34'00"
602.96'
215.67'
214.40'
S88'4828"E
9(24)
21-34-00"
567.73'
213.70'
212.44'
N8849'11 IN
8(24)
21'34"
213.7'
25
21'34'00"
602.96'
226.96'
225.62'
S88'48'28"E
26
11 *27'00"
1432.39'
286.25'
285.77'
S83'44'58"E
9(26)
11'27'00"
1432.65'
286.30'
285.82'
S83'45'41 "E
8(26)
11 *27'
286.3'
27
06'27'57"
1402.39'
158.26'
158.18'
N86' 14'25"W
28
02'01'00"
2864.79'
100.83'
100.83'
N89'31'02"E
9(28)
2'01'00"
2863.84'
100.80,
100.79'
N89'30'19"E
8(28)
2'01'
100.8'
29
02'01'00"
2834.79'
99.78'
99.77'
N89'31'04"E
30
05'23'24"
1146.00'
107.81'
107.77'
NOW 19'47"E
31
02'06'00"
573.00'
21.00'
21.00'
N 11' 14'05"E
32
02' 1 O' 12"
2865.00'
108.51 '
108.50'
N 11' 12' 11 "E
33
12-04'12"
573.00'
120.71'
120.49'
N06021'59"E
APPRO VALS
DESCHUTES CO SURVEYOR
DESCHUTES Q@10NTY PLANNING DIRECTOR
CENTRAL DREG N I RRIGAT_IbTrtlSTRICT
COVAly EN67YEFOL
DESCHUTES COUNTY ROAD DEPARTMENT DIRECTOR
'-1w u_w&tk
DESCHUTES COUNTY ENVIRONMENTAL HEALTH DIRECTOR
Z�acl /Ck�_51
BOARD OF COUNTY COMMISSIONERS
LINE DATA TABLE
NO.
LENGTH
BEARING
1
395.10'
N6T36'32"E
2
300.50'
N49'50'33"E
3
182.59'
S78'01'33"E
4
774.90'
S89'28'28"E
5
380.75'
N88'30'31 "E
6
395.10'
N67'36'32"E
9(6)
395.10'
NS67'35'49"W
8(6)
N66'46'30"E
7
300.50'
N49'50'32"E
9(7)
300.50'
S49'00'30"W
8(7)
N49'00'30"E
8
254.20'
S78'01'28"E
9(8)
254.20'
S78'02'11 "E
8(8)
S78'51'30"E
9
774.90'
S89'28'28"E
9(9)
774.90'
S89'41'11 "W
8(9)
N89'41'30"E
10
494.10'
N88'30'32"E
9(10)
494.10'
S88'29'49"W
8(10)
N87'40'30"E
11
774.90'
N89'28'28"W
12
390.18'
S88'30'31 "W
13
12.03'
S89'51'45"E
14
16.97'
N00'07' 19"E
15
2.39'
N49'54' 13"E
16
181.70'
N89'56'22"E
6(16)
171.83'
N89'50'28"E
17
71.41'
N89'56'21 "E
6(17)
75.56'
N89'50'28"E
18
293.85'
N89'52'03"E
19
311.35'
N89'52'03"E
20
9.86'
SOT26'33"W
21
103.17'
N89'52'03"E
22
915.95'
N50' 16'02"E
8(22)
N49'26'E
23
496.70'
N29'24'34"E
9(23)
496.70'
S29'2349"W
8(23)
N28'34'30"E
24
6.55'
N01'2942"W
9(24)
5.51'
N1'39'01"E
25
362.46'
N0638'05"E
26
429.60'
N 12' 17'05"E
27
498.24'
N 10'07'05"E
28
508.49'
N 12'24'05"E
29
472.60'
N00'17'05"E
//-6 -za Z�
DATE
DATE
I 1 • ZCo • 2-0 Z-t
DATE
DATE
DATE
�,4FC�� e.Z 5" / \ nnsAr�v�rmm�.K\rrr�
DATE
SIGNATURE OF BOARD OF COMMISSIONERS CONSTITUTES ACCEPTANCE
BY COUNTY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
Aurveying, Inc. - established 1977
SHEET 3 OF 3
DRG. NO. 24-6008.DWG
W.O. 2-01-4r-6008
(:S 21as7