HomeMy WebLinkAboutSurvey 2114817-12-05D-TL2200
N
PROPERTY LINE ADJUSTMENT
247-23-000120-LL)
AUGUST, 2023
i 7-1z-oso-TLzi oo TRACTS OF LAND
LOCATED IN THE NE 1/4 OF SECTION 8,
NE CORNER TOWNSHIP 17 SOUTH, RANGE 12 EAST,
qsMARKED PER oCRR, �� W.M., DESCHUTES COUNTY, OREGON
4 of H� ,
30' ROGERS ROAD N89'47'43"E 2647.75'(R3) 30.00
921 21 R1 N89'45'46"E(M,R1.R2) 2646.88'(M) 2648.14'(R2)
921.71(R1) _t _ _ _-gyp _ _ _
48.15'(P) �i 177.02'(P)
30' / �CV 48.17(R1) 177.10(R 1) o v ( 30.00'
- - - - - - J-;
/h ' S89'45'46"W 244.85'(M) '`� ► f - - _ _ I_ _
71 ' 67.82'(M) 177.03'(M)
� 1
FOUND 1/2' REBAR 1
N 1/4 CORNER SECTION 8 % WITH NO CAP NO RECORD FOUND 1/2' REBAR
HELD 3.25 BRASS CAP 1 / SOUTH 0.23 WEST 0.17 WITH NO CAP NO RECORD
AS MARKED PER OCRR # 125 , �' TRACT A 1 SOUTH 0.89' WEST 0.14'
1
i
LEGAL LOT OF
17-12-08A-TL4900 30' AZ
RECORD # 1
Before: 1.69 ACRES .�
After: 1.52 ACRES
30' ( (Vol. 2023, Pg. 17952) L 1
/ LINE TO
BE ADJUSTED
1
� 1 0
0
% W
to W
h------- U Q
rN�7�2'19"W 99.46'(M) ` 1 ° 0 00
0
/ . �•`'° �h / N56'42' 19"W 47.90'(M) w
A� b` ; _ ♦ w
N
ADJUSTED LINE a S27'05'58"W 54.15'(M)
. z z I
/ N88' 13'44"W 193.96'(M)
o
/ S59'50'01 "W 20.84'(M) z
j i
TRACT B
LEGAL LOT OF ,� 1
RECORD #2
h N
Before: 1.94 ACRES N 1
' After: 2.10 ACRES 1
(Vol. 2023, Pg. 17951)
/ 1
� I
• / 1
% HELD 1/2" REBAR HELD 1/2' REBAR
/ WITH NO CAP PER (R1) I WITH NO CAP PER (R1)
338.76'(R1) 177 10 '(R1)
338.82'(M) 177.17'(M)
------------------------------------------------------ - - - - - -
S89'52'17"E 515.98'(M)
� EAST 515.86(R1)
' FOUND 1/2" REBAR BENT
WITH NO CAP PER (R1)
SOUTH 1.46 HELD EM! POSITION
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 NE 1/4 of Section 8, Township 17
South, Range 12 East, Willamette Meridian, Deschutes County, Oregon,
described -in Document NO. 2017-026991. The Basis of Bearings is a line
between the monuments found at the Northeast corner of Section 8 and
North 1/4 corner of section 8 per (R1,R2). Control for this survey was
based on referenced surveys hereon. The North corners of said tracts of
land were determined by proportionate distances along the North Section
line. 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
O = CALCULATED POSITION ONLY
(R1) = RECORD OF SURVEY BY R. W. BURTON
(CS 02291),
DATE FEBRUARY 1969
(R2)
= RECORD OF
SURVEY BY R. W. BURTON
(CS 02306),
DATE JANUARY 1970
(R3)
= RECORD OF
SURVEY BY D. HOERNING
(CS O4904),
DATE JANUARY 1975
(C)
= CALCULATED
(M)
= MEASURED
(P) =
PROPORTIONED SCALE: 1 "=50'
r
8� -Z 9' --ZoZ 3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ry
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RE N E WS:06/30/2024
..+
.90
CD
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
too
2t gas
CLIENT: ROARK W.O. # 10065-04
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