HomeMy WebLinkAboutSurvey 2090818-12-21
TL 1102
SE 1/16 Corner Section 21
HELD 2.5' ALUMINUM CAP
PER (RI)
18-12-21
TL 1400
E 1/16 CORNER
SECTION 21
HELD 2.5' ALUMINUM CAP
PER (R1)
i
SEARCHED FOR
NOTFOUND
18-12-21
TL 1101
N89'35'38"E 1316.54(C)
N89'32'58"E 1316.54'(R3)
18-12-21
TL 1100
Before: 19.34 ACRES
7 -M1 After: 17.76 ACRES
LO
061 (Vol. 2022, Pg. 32083,
EXHIBIT A)
w 41 I
M
to
to N 1
N O I
z 0
zz
1
I� N89'37'27"E 658.90'(M)
10--4.13'(M)- N8737'41 "E 1317.22'(R2,R3)
j� N89'37'28"E 1317.18'(R1)
N89'40'20"E 1317.39'(M)
'77758.70'(M)
FOUND 5/8" REBAR
1 ADJUSTED LINE WITH 1.25" ALUMINUM
I 247-22-000318 CAP PER (R3)
SOUTH 0.55'
EAST 0.09
IN
N
0 0 1
z 1
��6
a6
18-12-21
TL 1200/1300
Before: 29.94 ACRES
After: 27.55 ACRES
(Vol. 2022, Pg. 32096,
EXHIBIT A)
ADJUSTED LINE
247-22-000318
31'16"W 104.68'(M)
to �
.I
W I�a
<I
� Y
i W Irp
1 I
1 v M
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1 i0
I �w
1 I LO M
1 1- O]
I N O
O 0
�z
1 I S 1116 Comer Section 21
I HELD 5/8" REBAR
WITH NO CAP
PER (R3)
1 i
1 i I
I 1
�I I
co 1 I
�0 1
a
a
1�e
O I I 0 o c
3 ADJUSTED LINE
247-22-000319 --�
'No N 589'44'32"W 658.95'(M) ^1
CO �1
1� CIHELD 5/8" REBAR M I
`r WITH NO CAP N 1
PER (R3) 1
S89'4432"W 659.07' i
LINE TO 1
BE ADJUSTED I I
247-22-000319 1
° 18-12-21 I 1
TL 1201
Before: 9.99 ACRES 1
7 o After: 13.96 ACRES v l
f (N o (Vol. 2022, Pg. 32096, com o l
N 0 EXHIBIT B) 0,
m co
N45'24'29"W 25.25'(M) i r LINE TO BE ADJUSTED I 1
w 1 247-22-000320
0 1 'v ADJUSTED LINE 1
0 0 247-22-000320 S52'49'24"W 50.76'(M) 1
0M FOUND5/8"REBAR I NE
z N I WITH NO CAP PER (R3)
659.48'(R1) t� - SOUTH 3"W
659.45'(M) S89'48'4716.51' -- --
S H 0 L E S R D
658.70'(M)
658.59'(R1)
LINE TO BE REMOVED
rn f 247-22-000317-LL
.a;lr
1'50"W 30.00'(M)
(M)
PROPERTY LINE ADJUSTMENT
247-22-000317-LL,
247-22-000318-LL,
247-22-000319-LL,
247-22-000320-LL,
AUGUST, 2022
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. 1983-8213, 1996-17576, 1998-17343,
and 1998-17683. 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
O = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = RECORD OF SURVEY BY G. COLVIN JR.
(CS O4085)
(R2) = RECORD OF SURVEY BY E. GRAVES
(CS O4087)
(R3) = RECORD OF SURVEY BY G. COOK
(CS O4094)
(C) = CALCULATED
(M) = MEASURED
---Tr---- ----- 659.45'(M) Tr00' r
I I . 20
659.48'(R1) L
N89'48'43°E(M,R1) 1318.97'(M) 1318.96'(R1) I
BASIS OF BBARING3 SE CORNER SECTION 21
__N89'47'06"E 1318.57'(R2,R3) i HELD 3.25'BRASS CAP
60' —� 3 i I i I PER OCRR # 1238 DESCHUTES COUNTY SURVEYOR
I"I III
SCALE 1 "=200'
8 - 30 -ZOZZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RE N E WS:06/30/2024
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS 20908-
CLIENT: JACOBS
W.O. # 9787-04
PLATE ONE OF ONE