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Parcel Line Table
LINE
BEARING
LENGTH
L2(1M)
S45000'00"E
14.66'
(North Line of the E 1 /2 SW 1/4 SE 1/4)
17-12-05D
TL 2000
Before: 16.38 AC
After: 16.61 AC
(Volume 2020, Page 47176)
Old Property Line Held 5/8" Iron Rod
w/Cap Marked "SCE&S
Held 5/8" Iron Rod Per (R3)
w/Cap Marked "SCE&S N89'45'46"E
Per (R3) 113.27' (M,R3)22.00'(M)
i N89'48'56"E 102.76'
,,,
00
—Held 1 /2" Iron Rod O•O�p���ji New Property Line
w/No Cap per (R1) Dh ��
Northwest corner of the
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South 220.00 feet of the
E 1/2 SW 1/4 SE 1/4
of Section 5 zz
99.78' (M, R3) f
Held 5/8" Iron Rod �
w/Cap Marked "SCE&S
Per (R3)
117.06' (M) A 113.26' (M)
329.96' (M, R3), 330.00' (RI)
N89'45'46"E 431.96' (M,R3) 432.03' (R1)
B A S I S O F BEARINGS
17-12-05D
TL 2200
Before: 2.31 AC
After: 2.08 AC
(Volume 2020, Page 47175)
Southeast corner of Parcel 2,
Partition Plat No. 2005-51 (CS16496)
Found 1 /2" Iron Rod with no cap, BENT
Bears N10'56'20"W 0.74' from held calculated (R1) position
(CS16496— S35'23'48"W 0.68')
(CS02239— S05'19'30'W 0.98)
—30.00' (C,R1,R2)
330.00' (C, R 1)
N89'45'46 "E
N89'45'46"E
432.03' (C, R 1)
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DESCHUTES COUNTY SURVEYOR
FILED q11 7 ,2020 BY: Dur%Wb
662.38' (C. R2 ) 4
TRANSFER PARCEL
0.23 AC
(Volume 2020, Page 47174)
1-9�/1
296
(M)
64.27' (M) 37.68'
Held 5/8" Iron Rod
w/Cap Marked "SCE&S
Per (R3)
Held 1 /2" Iron Rod
w/No Cap per (131)
30.00' 1 72.03' —'
1
Held 1 /2" Iron Pipe
w/No Cap per (R1)
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30.00' 72.03' (C,R1)
(South Line of the E 1 /2 SW 1/4 SE 1/4)
662.03' (C,R1,R2)
R 0 G E R S R 0 A D
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
N89'4546"E 230.04' (C,R1)
0
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0
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0
M
230.00' (C,R1
PROPERTY LINE ADJUSTMENT
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Of
247-20-000285—LL, SEPTEMBER 2020
LOCATED IN THE EAST ONE—HALF
OF THE SOUTHWEST ONE —QUARTER OF
SOUTHEAST ONE —QUARTER OF
SECTION 5, TOWNSHIP 17 SOUTH,
RANGE 12 EAST,
DESCHUTES COUNTY, OREGON
CLIENT: WILEY
SURVEYOR'S CERTIFICATE:
I, Robin Michael Tye, a 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.
SURVEYOR'S NARRATIVE:
The purpose of this survey was to adjust the common property line
between 17-12-05D Tax Lots 2000 and 2200, all being a part of the
East One —Half of the Southwest One —Quarter of the Southeast
One —Quarter of Section 5, Township 17 South, Range 12 East,
Willamette Meridian, Deschutes County, Oregon, as requested by our
client. Control for this survey was based on the two referenced surveys
by Burton Brothers Engineers and Land Surveyors, recorded as CS02226
and CS02244, Property Line Adjustment by Kevin J. Blakley recorded as
CS17704, and existing monuments found in the field during the course
of this survey from said surveys. Only monuments found on the said
adjusted common line were located and are shown on this survey map.
All said monuments were held in their found position. All other
boundary lines of said tax lots are shown as calculated from said
referenced Burton Brothers surveys. The new property line was adjusted
as requested by our client. Monuments found and set during the course
of this survey are as shown on the subjoined survey map.
LEGEND
• = FOUND PER NOTED RECORD
O = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S
UNLESS NOTED OTHERWISE
0 = Calculated corner based on holding
record data per (R1) or (R2)
(R1) = Survey by Burton Brothers Engineers
and Land Surveyors (CS02226)
(R2) = Survey by Burton Brothers Engineers
and Land Surveyors (CS02244)
(R3) = Property Line Adjustment by
Kevin J. Blakley (CS17704)
(C) = Calculated
(M) = Measured
SCALE.-1 "=50'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
W.O. # 6831-04
RENEWS:06/30/2022
PLATE ONE OF ONE
CS 2osos