HomeMy WebLinkAboutSurvey 21506SHEET INDEX
SHEET 1: BOTH PROPERTIES, LEDGEND, AND NARATIVE
SHEET 2: NORTH PROPERTY
SHEET 3: SOUTH PROPERTY
RECORD OF SURVEY
TRACTS OF LAND LYING IN THE EAST HALF OF SECTION 31, THE WEST HALF OF
SECTION 32, AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
(SW1/4SW1/4) OF SECTION 29, TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON
MARCH, 2025
4k!II;
♦' A WINSTON RANCH
\\\ `%
60.00' ` %%
2�
O
vo,
I
,y
O\ i
31;
29 31
30 31 ♦ TRACT A
DOCUMENT
NO.2023-17106 I
♦ 42 ACRES +/-
NE1/4 NE1/4 I
(CS02012)
O
SCALE: 1 =500'
LEGEND
E 1/4 CORNER SECTION 3
HELD 1-1/2" ALUMINUM CAP
AS MARKED PER
OCRR # 0856
N73'43'08"W 319.90'(M)—\
i
? t
i
6 ,4m roF
2) 4A C
SE114 NE1/4
• = FOUND MONUMENT AS NOTED
O = FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "BAXTER"
0 = FOUND 5/8" IRON ROD WITH NO CAP PER (R4)
E = FOUND 5/8" IRON ROD WITH 1-1 /2"ALUMINUM CAP
STAMPED "ODOT-LS 1958" (R5)
0 = SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED"SCE&S"
(M) = MEASURED
(C) = CALCULATED
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD
CS 2 1 5 0 6
DESCHUTESO if
� n0]R
:2
v
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO DETERMINE AND MONUMENT CORNERS
REQUESTED BY OUR CLIENT ON TRACTS OF LAND LYING IN THE EAST HALF OF
3-Z -moo Z� SECTION 31, THE WEST HALF OF SECTION 32, AND THE SOUTHWEST QUARTER OF
y THE SOUTHWEST QUARTER (SW1 /4SW1 /4) OF SECTION 29, TOWNSHIP 16 SOUTH,
REGISTERED RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. CONTROL
PROFESSIONAL FOR THIS SURVEY WAS BASED ON DOCUMENT NUMBERS 2023-17105 AND
LAND SURVEYOR 2023-17106, DESCHUTES COUNTY OFFICIAL RECORDS, THE REFERENCED SURVEYS
HEREON THIS SURVEY MAP AND EXISTING MONUMENTS FOUND DURING THE
COURSE OF THIS SURVEY.
/yf�o '`�
5 �
THE BASIS OF BEARINGS FOR THIS SURVEY IS A LINE BETWEEN THE MONUMENT
OREGO FOUND ON THE NORTH RIGHT-OF-WAY LINE OF NICHOLS SECONDARY MARKET
JUNE 13, 2008 ROAD, AND WITH THE BEARING HELD AS PER (R1).
ROBIN MICHAEL TYE
65719 THE NORTH LINE OF SAID PROPERTY DESCRIBED IN DOCUMENT NUMBER
RENEWS:06/3012026 2023-17106 WAS ESTABLISHED BY HOLDING FOUND MONUMENT ALONG SAID
NICHOLS SECONDARY MARKET ROAD AND DEED CALLS. THE MONUMENTS FOUND
ST OF R►MROCK ( ON THE WESTERLY BOUNDARY OF THE PLAT OF WINSTON RANCH WERE HELD FOR
C1,700 THE NORTHERN PORTION OF THE EASTERLY LINE OF SAID PROPERTY, THE
REMAINING PORTION WAS A COMPOSITE OF PREVIOUS SURVEYS AND MAPS, AND
�� _ soo•03'56"W 2639.21' (R4) 32 5
` WAS NOT SURVEYED AT THIS TIME. DEED CALLS WHERE HELD FOR THE SOUTH AND
32 `s_o-o8'o8"w 2638.7o'(M) _ _ _ _ ! _ _ WESTERLY LINES TO THE WESTERLY ANGLE POINT ON THE SOUTH LINE OF THAT
31; TRACT B 31 ' 6 PROPERTY SURVEYED IN CS02012.
DOCUMENT THE SOUTH LINE OF SAID PROPERTY WAS
� NoOCUM17105 RE-ESTABLISHED BY HOLDING THE RECORD ANGLE FROM SAID SURVEY FROM
38 ACRE+- SE1/4 SE114 I MONUMENTS FOUND ON THE EAST LINE OF SAID SURVEY.
SE CORNER SECTION 3
HELD 3.25" ALUMINUM CAP THE PROPERTY DESCRIBED IN DOCUMENT NUMBER 2023-17105 WAS ESTABLISHED
AS MARKED PER FROM MONUMENTS FOUND AND DEED CALLS.
OCRR # 0110
NE114SE7/4 FsIy�♦ •�__ MONUMENTS FOUND, HELD AND SET DURING THE COURSE OF THIS SURVEY ARE
'�t�RF ♦ ~-._+ AS SHOWN ON THE SUBJOINED SURVEY PLAT.
t
50.00'
CURVE U.S. R0 I
CENTERLINE
UR PER (R5) ,,�
�5• 4' C.R ,- 0
TA 42'29'
Ts 809.36' i N �
N.2240j3 � 2-500' 1 SPIRALS i � �
SF� a 0.4
03�a�
4183.�\ (!n �
(c) , 00 co
\ iZ z
i
S 1/4 CORNER SECTION 31
HELD, 3-1/4" ALUMINUM CAP
AS MARKED PER
OCRR # 0109
\ 31 ' s
RECORD SURVEYS
(R1)
= MINOR LAND
PARTITION
MP-89-22 BY JAMES
TYE (CS01962) 07/26/89
(R2) =
RECORD OF
SURVEY BY
ROBERT ARNDORFER
(CS02012) 04/19/1962
(R3) = WINSTON RANCH BY JAMES BUSSARD (CS10862) 09/13/1978
(R4) = RECORD OF SURVEY BY EDGAR GRAVES (CS02017) 03/17/82
(R5) = McKENZIE - BEND HWY. (U.S. 20) MAP OF SURVEY BY JULES WETZEL (CS12250) 07/17/1995
(R6) = BOUNDARY SURVEY BY TIM CHAPMAN (CS17656) 02/26/2008
(R7) = BOUNDARY SURVEY BY TIM CHAPMAN (CS17172) 11 /05/2007
BEND, OR 97702 (541) 382-8882
CLIENT: JERRY CURL
SURVEYOR'S CERTIFICATE:
I, ROBIN M. TYE, REGISTERED PROFESSIONAL LAND
SURVEYOR NO. 65719 IN THE STATE OF OREGON,
DO HEREBY CERTIFY THAT I OR THOSE UNDER MY
DIRECT SUPERVISION HAVE MADE A SURVEY OF THE
LANDS SHOWN ON THIS PLAT OF SURVEY AND
FURTHER CERTIFY THAT SAID LANDS WERE
CORRECTLY SURVEYED ACCORDING TO STATE
STATUTES AND THE RULES OF COMMON LAW.
RECORD SURVEYS (CONT.)
PLAT OF SURVEY BY R. DAVENPORT (CS02037)
PLAT OF SURVEY BY R. DAVENPORT (CS02036)
(R10) = TUMALO RIVERFRONT ESTATES BY FRED AST (CS14565) 07/26/2001
(R11)
(R12)
(D1) _
(D2) _
(R8)
(R9)
= MAJOR PARTITION 79-59 BY ROBERT KARL (CS02015) 10/12/1979
= RECORD OF SURVEY BY GEORGE COOK (CS01997) 12/04/1964
DOCUMENT NUMBER 2023-17105 DESCHUTES COUNTY RECORDS
DOCUMENT NUMBER 2023-17106 DESCHUTES COUNTY RECORDS
W.O. #9868-04
PLATE ONE OF THREE
n
RECORD OF SURVEY
TRACTS OF
LAND LYING
IN THE EAST
HALF OF
SECTION
31, THE WEST HALF
SECTION
32, AND
THE
SOUTHWEST
QUARTER
OF
THE
SOUTHWEST
QUARTER
(SW1/4SW1/4) OF SECTION 29, TOWNSHIP 16 SOUTH,
HELD, 5I8'IRON ROD MERIDIAN, DESCHUTES COUNTY,
""""-°`"""'�°s`E�""' MARCH, 2025
�� `♦ �� HELD, 518" IRON ROD
\%♦ WITH ILLEGIBLE YPC (R3)
N6'25'48"W 106.38' M
♦ N06'21 00 W 106.60 (R1)
\ N06:18�39��W 106.60'(R3) WINSTON RANCH
♦ S06 28 08 E 106.79 (R8)
vw
%s� HELD,1/2" IRON ROD
`3r,Q WITH NO CAP (R8)
•� ` `� � N38'56'53"E 275.60'(M) ��'
♦
s. \ %
s� % �
f o
ems\ �s� ��
%0
fi tP
fi �'J0, 0
J
O O \
oy�. vd
REGISTERED "� `�' J %J
PROFESSIONAL �o
LAND SURVEYOR O
` /'p
A4 J
OREGON \
JUNE 13, 2008
ROBIN MICHAEL WE 29
65719 J 3:
RENEWS:06/30/2026 k\ %
30 131 \% \%
HELD 5/8" IRON ROD
WITH YPC MARKED "FRED AST" �%
(R10)\
r X
J�
SCALE.- 10 =200 0
HELD, 518" IRON ROD
WITH YPC MARKED "SCE&S"
(R1)
S32'37'00"E 60.00'(M,R1
S28'06'33"E 8.87'(C)
S27'54'19"W 8.85(R6)
NORTHERLY 8.0'(R2)
`o
i
i
2.96'(M)
,00'(R3,R8)
,5/8" IRON ROD
ILLEGIBLE YPC (R3) I
N30'35'54"E 199.15'(M)
N30'40'01 " 199.18(R3,R8) +
N7'29'04"E 220.18'(M)
N07'31'47"E 220.24"(R3,R8)
N 1' 16'46"W 195.79' M ,
N01'12'24"W 195.83'(R3,R8)
I
-ft am
t
I
t
.m _ _ f
HELD,112" IRON ROD
WITH NO CAP (R8)
TRACT A
DOCUMENT
NO.2023-17106
42 ACRES +/-
NE1/4 NEII/4
FOUND,1/2" IRON ROD
NO RECORD
DESCt�UTES COUNTY S��V�Y�1R
OF I
FILED 0312O 20.7i.�Mls�
RANGE 12 EAST, WILLAMETTE
OREGON
• = FOUND MONUMENT AS NOTED
O = FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "BAXTER"
6 = FOUND 5/8" IRON ROD WITH NO CAP (R4)
i
p = SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED "SCE&S" 1
t
t
I
t
t
HELD, 5/8" IRON ROD
WITH ILLEGIBLE YPC (R3)
N 10' 12'09"E 179.36' (M)
N10'16'10"E 179.31'(R3,R8)
S19"5425'V 24.60'(C
S6'54'46"E 5.35'(M)
N06*44'30"W 7.78' (R7)
N06'36'31 "W 4.91'(R6)
'30"W (R1,R
N06• 44 12) 761.18'CR1)
„ 7 63.99' (M) ma
270.20 7M) t
223.12 () t t
8.44' (R6,R7) t +
It I
109.35' M
i HELD,1/2" IRON ROD
i C4 (R12)
S89' 14'30"E 343.23'(R1)
N89'24'46"W 343.23'(M)
(CS02012)
i.
N20'00'19"E 71.19'(M)
N20'04'46"E 71.26(R3,R8)
.o 100,q�s
S33'41'29"W (C) 95.37'(C,R1)
N33'40' 18"E (R1,R9)
i
_S19'51 36"W (C) 141.45'(C,R1)
S19'50'25"W (R1,R9) +
S25'52'27"W (C) 134.52(C,R1)
N25'51'16"E (R1,R9) +
t
S20-59-33"W (C) 347.75'(C,R1)
S20'58'22"W (R1,R9)
N73'43 08 W I
319.90'(C)
'
S11'17'33"E 96.14'(C) +
S11. 18, 32 44"W (R1,R9) f
eo#*
S1 1'17 33 E 32.23 (C)
S 11 ' 18'44"E (R 1) + 3
1
N89'40'59"W
S5'21'57"W (C) / 296.It (R9}
46i
� 220.44'(C,R1)
4f/4 �� S05'20'46"W R1
C
SEII/4 NEII/4
HELD,1/2" IRON ROD (1111)
-'M 4 --
L22~� w
L16 L19
L15
L14 100
161.33'(M) L13
161.39 (R10) L12
F
HELD, 1" IRON BAR L11 do, 0000e
(R2) L9 L10 4 4060/
a
L7 L8
L6 d
L20 0�
L2
L5 �
L4 �
L3
L1
18
17
Parcel Line Table
LINE
BEARING
LENGTH
L1
N49"1423"W
9.02'
L1(D1,2)
S49.OZ51 "E
9.07
L2
N32"3349"W
86.14'
L2(D1,2)
S32°22'17"E
86.14'
L3
N28024'16"W
47.6r
L3(D1,2)
S28012'14"E
47.6T
L4
N23056'10"W
74.6W
L4(D1,2)
S23044"39"E
74.69'
1-5
N23056'13"W
25.19'
L5(D1,2)
S2304447E
25.19'
L6
N23°44'12"W
119.18'
L6(D1,2)
822033'40"E
119.18'
L7
N17018'02"W
124.03'
L7(D1,2)
S17006'30"E
124.03'
L8
N14010'00"W
72.11'
L8(D1,2)
S13058'28"E
72.11'
L9
N2602rO8"W
69.79
L9(D1,2)
S26015'37"E
69.70'
L10
N31°29'10"W
85.86'
L10(D1,2)
S31 IMWE
85.86'
L11
N31 "24'44"W
79.55'
L11(131,2)
S31013'12"E
79.56
L12
N31021'26"W
53.76'
L12(D1,2)
S31"09'54"E
53.79
L13
N28049'14"W
115.84'
L13(D1,2)
828"37'42"E
115.84'
L14
N23022'38"W
115-W
L14(D1,2)
S2WI1'06"E
115.68'
L15
N20033'21"W
111.64'
L15(D1,2)
S20'21'49"E
111.64'
L16
N17043'35"W
89.81'
1-16(131,2)
S17"32'03"E
89.81'
L17
N5°43WE
17.47
L17(D1,2)
S5°54'34"W
17.42'
L18
N2r3T50"W
17.9r
L18(D1,2)
S27026'18"E
17.9T
L19
S52`5714"'W
59.7T
L19(D1,2)
N53013'04"E
59.7r
L20
N89°24'46"W
228.23'
L20(131,2)
N89°14'30"W
228.23'
L21
N89°2446"W
115-W
L21(D1,2)
S89014'30"E
115-W
L22
N52051'49"E
27.60'
1-22(1,213)
N53005'39"E
27.05'
Curve Table
Curve
Radius
Length
Chord
Bearing
DeXa
C4(M)
1470.17
448.71
446.97
N78°39'01"E
1r29'15"
C4(R6)
1470.17
449.97
448.22
N7803739"E
1732'11"
C5(M)
146217
769.68
760.83
N72"2T48"E
30"09'3r
C5(R6)
1462.17
769.57
760.72
N72Vr41"E
30°09"21"
C6(M)
1462.17
317.72
317.09
N6303SWE
12°26'S9"
COM)
1462.17
316.44
315.82
N631=2"E
12024W
0
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS 2 15 0 6
CLIENT: BERRY CURL
PLATE TWO OF THREE
RECORD OF SURVEY
TRACTS OF LAND LYING IN THE EAST HALF OF SECTION 31, THE WEST HALF OF
SECTION 32, AND THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER
(SW1/4SW1/4) OF SECTION 29, TOWNSHIP 16 SOUTH, RANGE 12 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON
1
MARCH, 2025
1
1
1
I
i It
1
1
- - - - - - CREST OF RIMROC
1 1 �700� MILtDill
I '
I
I
1 /I
SE CORNER SECTION 3
E 1/4 CORNER SECTION 31 HELD 3-1/4 ALUMINUM CAP 32
' 32 HELD 1-1l2"" ALUMINUM CAP Soo•o3'56"W �2639.21'(R4) AS MARKED PER OCRR # 0110
AS MARKED PER OCRR # 0856 so •o8'o8"W 2638.70'(M)
1319.35'(C) 1319.35'(C)
31 , 1319.61 (R4)
TRACT B 3
1
/ DOCUMENT
N73.43'08"W 319.90'(C) NO.2023-17105
38 ACRES SE1/4 SE1/4
STA: 94+76.59 P.C.S.
s SHRW 200.00 LT.
op ol�
�0000op Cy �� STA: 92+60.68 P.C.S.
STA: 86+98.60 P.S.C. SHRW 200.00 LT.
F `L SHRW 200.00 LT.
S7'4
p_22•29'00" __ 8 21 W
NE1/4 SE1/4
239,
56 32.3 9 4> >
05
0 = FOUND 5/8" IRON ROD WITH 1-1/2"ALUMINUM CAP
STAMPED "ODOT—LS 1958" (R5)
0 = SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
MARKED"SCE&S"
STA: 84+83.03 P.O.S ,
SHRW 200.00 LT.
J
57! Oa o5' 200.00' 1
ON?
/ 89 90+00 91+00 9z+00 3±00 54+00
-4 � i_ 95�
p U. S. 20
CURVE PER (R5) I
4• C.R I
TA 42.29' I
Ts 809.36' I
CENTERLINE 2-500' SPIRALS
PER (R5) a 0.4
STA: 81+98.60 P.S.
STA: 94+67.97 P.O.S.
SHRW 250.00 LT.
82' (M)
�v.85'(R5)
96foo 97*w
98+p0
99+51
STA: 97+60.68 P.T.
DESCHUTES COUNTY SURVEYOR
�LE� �31:277"82o2s 13Y:Cd:
SCALE: 1 ` 200'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
144�� I,-tll
OREGON -0`
JUNE 13, 2008
ROBIN MICHAEL TY
65719
;l��►l��d� r . r r
CA
0
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS 2 1 5os
CLIENT: JERRY CURL
W.O. #9868-04
PLATE THREE OF THREE