HomeMy WebLinkAboutSurvey 20678RECORD OF SURVEY
PROPERTY LINE ADJUSTMENT
TRACTS OF LAND IN THE SW 1/4 OF THE SW 1/4 OF SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
D SCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE: PLANNING FILNO. 247-21-000257-LL - NOVEMBER 2021
THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE COMMON LINE BETWEEN
THE ALLEN TRACT (DOCUMENT N0. 2020-36511) AND THE GRAHAM TRACT
(DOCUMENT N0. 2013-11181), PER OUR CLIENT'S DIRECTION AND AS Q�
APPROVED IN DESCHUTES COUNTY PLANNING FILE NUMBER
247-21-000257-LL.
THE BASIS OF BEARINGS FOR THIS SURVEY IS A LINE BETWEEN RECORD
MONUMENTS FOUND ON THE WEST LINE OF THE ALLEN TRACT, PER (R1), WITH
THE BEARING TAKEN FROM (R1).
RECORD (R1) MONUMENT WAS FOUND AT NORTH CORNER OF THE LINE TO BE
ADJUSTED, AND HELD, AS SHOWN. THE SOUTH CORNER OF THIS LINE WAS
SEARCHED FOR BUT NOT FOUND. FOUND MONUMENTS TO THE EAST AND WEST
OF THE SOUTH CORNER ON THE SOUTH LINE FIT (R1) POSITIONS, AND THESE
MONUMENTS WERE HELD FOR THE SOUTH LINE OF THE SUBJECT PROPERTIES.
MONUMENTS SET OR FOUND DURING THE COURSE OF THIS SURVEY ARE AS
SHOWN ON THE SUBJOINED SURVEY MAP.
SURVEYOR'S CERTIFICATE: REGISTERED
PROFESSIONAL
I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND SURVEYOR��223
LAND SURVEYOR NO. 2248 IN THE STATE OF Q Q
OREGON, DO HEREBY CERTIFY THAT I OR THOSE I e
UNDER MY DIRECT SUPERVISION HAVE MADE A cr_
SURVEY OF THE LANDS SHOWN ON THIS PLAT OREGON
OF SURVEY AND FURTHER CERTIFY THAT SAID JANUARY 15. 1987
NO
LANDS WERE CORRECTLY SURVEYED ACCORDING DANIEL T. ON o
TO STATE STATUTES AND THE RULES OF
COMMON LAW. RENEWS 12/31 /21 N ;
DfOf
00
LEGEND "
N N �
(R1) =
(R2) =
(R3) _
(R4) _
(R5) _
(C) _
(M) _
PP =
YPC =
0
FOUND MONUMENT AS NOTED W W z
no
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP (0 (n
bbz
MARKED "SCE&S" U) Cf) rx
6
PROPERTY LINE ADJUSTMENT SURVEY BY DAVID WILLIAMS (CS12887) in
MONUMENT= 5/8" IRON ROD W/YPC MARKED "HWA" a
PARTITION PLAT NO. 1995-3 BY RUSS KARL (CS12063)
MONUMENT= 5/8" IRON ROD W/YPC STAMPED "LS2227"
SURVEY
BY
JOHN
EATON
(CS02380)
SURVEY
BY
JOHN
EATON
(CS02381)
PARTITION PLAT NO. 2002-23 BY TIM CHAPMAN (CS14866)
CALCULATED
MEASURED
PARTITION PLAT
YELLOW PLASTIC CAP
SFNF= SEARCHED FOR, NOT FOUND
Curve Table
Curve Radius Length Chord Bearing Delta
C1 21.00 11.49 11.35 S19°2555-E 31021 W
SCALE.' 1 -60 ' C2 43.0 441.33 39.76 S62.38'39-E 55-04'20-
60 0 60
N85.27' 53"E 377.74' (C) 1 ---
SW CORNER
SECTION 14
(NOT TIED THIS SURVEY)
(R2) -HELD AS NE CORNER (111)
\-
PP 2002-23 N89'52' 16"W 283.63'(M)(R 1)
N85.48'58"W 17.10'(M)
ALLEN TRACT
AREA BEFORE: 221,779 SQ. FT.
AREA AFTER:189,948 SQ. FT.
DOCUMENT NO.2021-025179
M
�l-
00
Ln
0
w
S89.42' 19"W
1 93.00'(R1)
r
(R1) -CAP GONE
HELD
01
N
w
N
n
U)
n
S35.06'29"E 35.40'(M)
AREA OF ADJUSTMENT
31,831 SO. FT.
NEW LINE
C
S87'43'50"E 19.86'(M)
8.90'(C
►1
1tA
OLD LINE
100
4-
N
i�
0 z
�A
D SCHUTTES COUNTY SURVEYOR
Y�YO
LED / 2- 7-Zoe
N69•
2j2S"W
66rR7
7)
GRAHAM TRACT
AREA BEFORE: 122,427 SQ. FT.
AREA AFTER: 154,258 SQ. FT.
DOCUMENT NO.2021-025178
(114)117 IRON ROD -NO CAP
_ 367.65'(M) ki
S89'58'00"E 299.72'(R1)(C)
S89.58'00"E 376.55(Rl)(M) S89.58'00"E 308.62'(M)
NO' 1725„W 30.00(M)(R3)1/2" IRON ROD -NO CAP ��SFNF 30'
I
HELD AS SE CORNER PP 2002-23
YEOMAN ROAD
S89.52' 15"W
15.99'(R1)
0
me I
00
0
z
0
k
O
N
M
LO
in
0
z
N89.45'05"E
10.00'(R 1)
Ff:1
I PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 - WEB: sun country. engineering
CS 20678
CLIENT: GRAHAM
W.O. # 8824-04
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