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N89'32'58"E 1316.54'(R3)
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! 18-12-21 40'
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Before: 17.76 ACRES 1 3°�
°' °' After: 17.46 ACRES 1 v
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18-12-21 iA M ! I
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„ 247-23--000107—LL (A z
N89'37'27"E 30.36'(M) N2' 13 08 E 20.81 (M) 1 i
N89'37'27"E 627.92(M) ! S 1/16 Comer Section 21
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WITH NO CAP
104.13'(M,R4) N89 37'41 "E 1317.22'(R2,R3) SO'31'16"W 104.68'{M,R4) PER (R3)
N89'37'28"E 1317.18'(R1) !
t N89'40'20"E 1317.39'(M) I_ I S H O LE S R O
SE 1/16 Corner Section 21 i 658.70'(M,R4) t 658.70'(M,R4) t
HELD 25' ALUMINUM CAP 658.59'(RI) I 658.59'(R1)
AS MARKED PER (R1) 1 FOUND 5/8" REBAR I
1 WITH 1.25" ALUMINUM I
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CAP MARKED "LS 1020" PER (R1) 1
SOUTH 0.55' 00
! EAST 0.09'
18-12-21
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(Vol. 2023, Pg. 17757, fn d
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10 EXHIBIT B) W to 0 1
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AS MARKED PER (R1) "' z 0 I SOUTH 2.96' 50.29(M,R4)
659.48 (R 1)
S89'48'43"W 565.64'
659.45'(M,R4) t ( ._-----__--_--
-- -- -- -- --T�-- --------- --- I
(( 659.45--'(M,R4)
659.48'(R 1) 20.00'
I N89'48=43"E(M,R 1BAS� OF BEARINGS.9() 1318.96'(R 1)
I o 57 7'06"E 1318. N89) ' ' RZ R3 I SE CORNER SECTION 21
60' 4 ( I HELD 3,25" BRASS CAP
I AS MARKED PER
I OCRR # 12W
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PROPERTY LINE ADJUSTMENT
247-23-000107-LL, 247-23-000108-LLY
AUGUST, 2023
TRACTS OF LAND
LOCATED IN THE SE 1/4 OF SECTION 21,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
W.M., DESCHUTES COUNTY, OREGON
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 and monument the common
lines between Tracts of land, Located in the SE 1/4 of Section 21,
Township 18 South, Range 12 East, Willamette Meridian, Deschutes County,
Oregon, described in Document NO. 2022-32083 and 2022-32096. The
Basis of Bearings is a line between the monuments found at the Southeast
Section Corner and East 1 /16th corner of section 21 per (R1). Control for
this survey was based on referenced surveys hereon. All found monuments
were held in their found position for this survey except as noted. I then
adjusted the common property line between said Lots 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
= FOUND 5/8" IRON ROD WITH YPC
MARKED "SCE&S" PER (R4)
0 = SET 5/8" IRON ROD
WITH YPC MARKED ,SCE&S",
UNLESS NOTED OTHERWISE
(R1)
= RECORD OF
SURVEY BY G. COLVIN JR.
(CS O4085),
FILED 8/25/1985
(R2)
= RECORD OF
SURVEY BY E. GRAVES
(CS O4087),
FILED 6/8/1983
(R3)
= RECORD OF
SURVEY BY G. COOK
(CS O4094),
DATED 5/4/1977
(R4)
= PROPERTY LINE
ADJUSTMENT BY R. TYE
(CS 20908),
FILED 8/31 /2022
(C) = CALCULATED
(M) = MEASURED
YPC = YELLOW PLASTIC CAP
E
Hu�s COUNTY SURVEYORF JU.1UE1D08/30)ZQZ=3m BY690C -
SCALE 1 "200'
S -z9'- z�3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JU N E 13, 2008
ROBIN MICHAEL TYE
65719
RENEWS:06/30/2024
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CLIENT: JACOBS
W.O. # 9787-04
PLATE ONE OF ONE