HomeMy WebLinkAboutSurvey 20971LOCATED IN THE SW 1/
SECTI❑N 1, T,18 Si) R13
IN DESCHUTES COUNTY)
1003
Found 5/8" Iron Rod
MJP-77-14
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OREGON �°w'is
1317.74' S89° 58' 00"W
SW 1/4, SW 1/4
Deed 2015-40672
35.01 Acres
New Deed- 2022-40505 ��
31.55 Acres (`D
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1318,20' S89° 58' 54"W o I
0
659.10' Z
1002 '
Found 3-1/4" Aluminum Cap
Set by Gary DeJarnatt
Index File # 762
`Abandoned Line
659.10'
329,55" N 171 329,55'
495.50
N89° 47' 43"
57,47'
M
4
S49° 20'
03'W
3 W
1 /2,
3
Oj SE
1/4,
°M°
`t SW
1/4,
SW
1/4
Deed
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co 1972-1900987
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5.01
Acres
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New Deed ON
2022-40505 D-5
)ned o 8.49 Acres `°
bancloned
Line Line
329,67' 1-_, 329,67'
659,33' 626,88'
691,78' 659.33,
Basis of Bearings 1318.66" N89° 59' 47"E
1319.04' N89° 55' 21"E (R2)
Line Adjustment
# 247-22-000244-CU)245-LL
Scott & Wanda Lee Goodrich
1004
Found 5/8" Iron Rod
No Record
I F(--*' 1= KI n
Found Iron Rod As noted
co
co Set 5/8" X 30" Iron Rod w/
1-4
� Yellow Plastic Cap "WARD
� LS88575"
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Calculated' position, nothing
found or set
Existing Property line
Section Subdivision Lines
New Property Lines
1001
Found 5/8" Iron Rod
CS O4286
6
U
U
Scale 1 " = 200'
DESCHWES ,, . .
FILED
E3Y: Co l I ns
SURVEYORS
CERTIFICATE:
I, Clinton Stephen Ward, a Registered Professional Land
Surveyor No, 88575 in the State of Oregon, do hereby
certify that I have rude 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,
SURVEYORS NARRATIVE:
The purpose of this survey was to adjust the common
lines between the SW 1/4, SW 1/4 of Section 1 and the W
1/2, SE 1/4, SW 1/4, SW 1/4 of Section 1, T. 18 S., R, 13 E.,
of the W.M.
The W. 1/2, SE 1/4, SW 1/4, SW 1/4 Is according to Deed
1972-1900987 and was deemed a legal lot of record prior
to this adjustment,
I determined the W 1/2, SE 1/4, SW 1/4, SW 1/4 by
breaking down the SW 1/4, SW 1/4 by holding the midpoints
between found monuments.
Monuments were held as noted,
Monuments set this survey were set July 31, 2022
BASIS ❑F BEARING:
Was determined by measuring between points 1001 and 1002,
being North 89°59'47" East
Basis of Bearings Determined By RTK (Real Time Kinematic)
Observation From an IMAX-GNSS Solution From the Oregon
Real Time GNSS (❑RGN) Network,
The coordinate system used for this survey was the
Oregon Coordinate Reference System (❑CRS) Bend-
Redmond- Prineville Zone,
REFERENCES:
(R1) Major Partition MJP-77-14 (CS O4202) By Edgar W.
Graves filed 8/8/1977,
(R2) Minor Partition MP-78-213 (CSO4286) By Richard Graue
dated 10/27/1978.
xGISTERED
)FESSION L
D SURVEYOR
�A4,
OREGOPY
DECEMBER 03, 2014
CLINTON S. WARD
88575
RENEWS: 06-30-2024
irm Name and Address
Ward Surveying, LLC
(541)480-1 106
clintsward@gmail.com
60626 Bozeman Trail
Bend, Or. 97702
Project Name and Address
Scott & Lee Goodrich
24020 Skywagon Dr.
Bend Oregon
97702
(4020—Skywagon—
Droject Sheet
Date
9/24/2022 01
Scale
1" = 200'
(A
MGM