HomeMy WebLinkAboutSurvey 21323A TRACT
1/4, OF
W.M., IN
FOUND 1 /2" IR
FOR 1/1 6TH
CORNER -HELD
N
OF LAND LOCATED IN THE SE
SECTION 19) T,16 S„ R12 E„
DESCHUTES COUNTY) OREGON
PARCEL 1
FOUND 5/8" IR
W/ YPC
"BAXTER SURVEYING"
386.26" N890 40' 34'W
(386,25') (R1)
PARTITION PLAT NO. 2010-06
PARCEL 2
RECORD OF SURVEY
For.
Ed & Laura Ramsey
PARCEL 3
1322.69" N89° 39' 49'W BASIS OF BEARINGS
(1322.79' N89° 37' 02'W) (R1)
(1323.06" N89° 35' 04'W) (R3)
334,14" S89° 39' 46'E
(334.22") (R1)
N
741-89' N890 39' 49''W
3 A
(742.08' N89° 37' 10'W) 02)
(°u 3
in u)
(Y)
uO
DEED NO.
°
o M
2024-01961
(4 °
0
0
. 0
0
0
CD
00
Mo
Q
0
M
741.44" S89° 39' 47'E
�-
(741,44' S890 37' 10'E) 02)
LEGEND
Found monument as noted
Set 5/8" IR w/ YPC marked "WARD LS 88575"
Calculated position, nothing found or set
Record measurement
IR = Iron Rod
YPC = Yellow plastic cap
FOUND 5/8" IR
W/ YPC
"BAXTER SURVEYING"
1,49' N890 121' 31'E
• o
0 0
q o
0 0
0
(M v
1322.24" S89° 39' 47'E
FOUND 3-1 /4" ALUMINUM CAP FOR 1/4
CORNER IN MONUMENT BOX PER OCRR
768-HELD
TOP OF CAP IS DAMAGED AND ILLEGIBLE
602.29" S89° 39' 21'E (R1)
580,80" N890 39' 49'W r.
(580,80' N89° 37' 10'W) (R2, Di, D2)
A
3CU
� v
co
M�
03
DEED NO. o
1999-23532 0
0
0
o�
o
0
o.
M o
0
CD
580.80" N894' 39' 474'W M
(580.80" N890 37' 10'W) (R2, D1)
DESCHUTES COUNTY
O
T16S R12E
19 20
30 29
(XXXXXXX) 2002
LS 2282
SURVEYOR'S OFFICE
EgpHSCOUNTY$UNVEYOR
zB�0,0
(as
I
MIM
FOUND 3-1 /4" -ALUMINUM CAP FOR
SECTION CORNER IN
MONUMENT BOX PER OCRR 1674-
HELD
0' 100' 200' 300'
"61! 1110111mi
SCALE 1" = 100,
.. #-%
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W W
3 ,. '.
N33
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00
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SURVEYORS
CERTIFICATE-.
I, Clinton Stephen Ward, a Registered Professional
Land Surveyor No. 88575 In the State of Oregon, do
hereby certif y that I have Made a survey of the
lands shown on this plat of survey and further
certif y that said lands were correctly surveyed
according to State Statutes and the rules of
Common Law,
SURVEYORS NARRATIVE-i
I was hired by Ed & Laura Ramsey to set missing
property corners on their deeded property. I held
the found 1/16, 1/4, & section corners as well as
the deed calls in deeds 1999- 23532 and 2024-01961
to establish locations. The only discrepancy I found
was that the line between the 1/16th and 1/4 corner
was 0,19' shorter than the deed call. I held the call
of 580,8' that was noted in both of the deeds and
adjusted the Ramsey's North line to account for
the 0.19' shortage.
Monuments were held as noted,
Monuments set this survey were set March 25, 2024
BASIS OF BEARING;
Was determined by measuring between the 1/16th and
1/4 corner being North 89°39'49' West.
Basis of Bearings Determined By RTK (Real Time
Kinematic) Observation From an IMAX-GNSS Solution
From the Oregon Real Time GNSS (ORGN) Network.
The coordinate system used for this survey was the
Oregon Coordinate Reference System (OCRS) Bend-
Redmond- Prineville Zone NAD 83 (2011) EPOCH 2010.0000.
REFERENCES:
(R1) CS18148 Partition Plat No. 2010-6 by Tim K.
Chapman filed April 22, 2010
(R2) CS01869 Survey by Bruce WM, A. Rogers Filed
Dated December6, 1968
(R3) CS01873 Survey by William Dean Robinson filed
October 26, 1978
01) Deed Number 1999-23532
02) Deed Number 2024-01961
OREGON CORNER RESTORATION RECORDSs
Index file No. 1674
Index f Ile No, 768
REGISTERED
PROFESSIONAL
AND SURVEYOR
OREGON
DECEMBER 03, 2014
CLINTON S. WARD
88575
RENEWS: 06-30-2024
Firm Name and Address
Ward Surveying, LLC
(541)480— 1106
clintswardOgmaii.com
60626 Bozeman Trail
Bend, Or. 97702
Project Name and Address
Ed & Laura Ramsey
65385 Cline Falls Rd
Bend, Oregon
97703
I6Project Sheet
5385-Cline-Falls
Date
5/1/2024
Scale
1 " = 100,
(;$ 21323-