HomeMy WebLinkAboutSurvey 21309A PARCEL OF LAND
SE 1/4) OF SECTI❑N
W.M., IN DESCHUTES
1005
Found 5/8" IR w/ YPC
"BRYANT LS920"
CS 14232
LOCATED IN THE
33) T,16 S , R11 E„
COUNTY) OREGON
1321.76" S89° 36' 00'E
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N CD 664,73" N89° 5708"W
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(660,05' N89' 57' 12"E) (R3)
(660.41' N89° 58' 33"E) (R2)
660.07" S89° 58' 36''E
501
DEED 2017-036276
N 1 /2, SE 1 /4, SE 1 /4, SE 1 /4
RECORD OF
For. Michael
1003
1/1 6th HELD
Found 5/8" IR 0.2' under
pavement
CS 01663
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660.28' 660.28' sb/
1002 60' o -- TU MALO RESERVOIR 100-9 ROAD (PAVED,
1/1 6th HELD 1320.56' S89° 51' 294E BASIS OF BEARINGS
Found 5/8" IR 0.2' under (1320,21" S89° 55' 25"E) (R1)
pavement
CS 01663
0' 200' 400' 600'
SCALE 1 = 200'
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1001
- - -
4 3 HELD Section Corner
Found 3" Aluminum Cap 0.2
under pavement- ILLEGIBLE
O.C.R.R. 892
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SURVEY
Dewitt Gould
LEGEND
SURVEYORS
CERTIFICATE:
I, Clinton Stephen Ward, a Registered Professional Land Surveyor
No. 88575 in the State of Oregon, do hereby certify that I 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.
SURVEYORS NARRATIVE:
The purpose of this survey was to set missing corners created for
Parcel 1 of Minor Land Partition MP-78-239.
I proportioned between points 1001 and 1003 to establish the
location of point 1007 . I then went 30' from my calculated position
towards point 1004 and set an iron rod f or point 501. I then
proportioned between points 1002 and 1001 to determine the
calculated position at point 1009. I then proportioned between points
1004 and 1009 and set an iron rod at point 503. I then proportioned
between points 1007 and 1001 to determine the location of point 1008.
Holding the line between points 1008 and 503 I went 30' to the right
of way and set an iron rod f or point 502.
I f ound some discrepancies on Monuments I f ound. For point 1004, In
CS01661 Udell said he set a 3/4" bolt. In CS14232 Bryant said it was
a 5/8" iron rod which I agreed with. For point 1003, In CS01633 Perry
said he set a spike in a bottle cap. In CS01699 Oman says he f ound
a 5/8' iron rod which I agree with. For point 1007 I did an extensive
search for the monument that Karl set in CS11999 and found
nothing.
Monuments were held as noted.
Monuments set this survey were set February 28, 2024
BASIS OF BEARING. -
Was determined by measuring between points 1001 and 1004, being
South 89°51'29" East .
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.
REFERENCES:
(R1) CS01663, Survey by Aubrey E. Perry Filed June 17, 1993
(R2) CS01661, Survey by Bert W. Udell Dated September 22, 1973
(R3) CS14232, Survey by Richard L. Bryant Filed October 25, 2000
(R4) CS11999, Survey by Robert M. Karl Filed November 03, 1994
(R5) CS01699, Survey by Raymond E. Oman Filed June 15, 1988
Oregon Corner Restoration Record 0892
Deed 2017-036276
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
EHUTES COUNTY SURVEYOR os„ z/ - /-* I�z Syw Coll►ns
0
•
13
(XXXXXXX)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0
OREGON
DECEMBER 03, 2014
CLINTON S. WARD
88575
RENEWS: 06-30-2024
Firm Name and Address
Ward Surveying, LLC
(541)480-1106
clintsward@gmaii.com
60626 Bozeman Trail
Bend, Or. 97702
Project Name and Address
Michael Gould
64415 Collins Road
Bend, Oregon
97703
L
Sheet
_Collins
/2024
200'
Fm:
W
CSL 2 13 0 9