HomeMy WebLinkAboutSurvey 20843LOTS 39 & 43, BLOCK 8, FIRST
ADDITI❑N TO WHISPERING PINES
ESTATES,
LOCATED IN THE NE 1/4, SEC. 27,
T,16 S,, R12 E,, W,M,, IN DESCHUTES
COUNTY, ❑REG❑N
1001
Found 1/2" Iron Rod
1003
Found 1/2"
Iron Rod
RECORD OF SURVEY
For,
Tylan & Bridget Martin
Paul & Rita Thomasberg
1002
816,00' East (R1) Found 5/8" Iron Rod
815.88' S89" 58' 33"E BASIS OF BEARINGS
ON
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816.03' S89° 58' 09'E Q o
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272,01'
(272.00')
501
272.011 502 272.01'
(272,00') T(272.00')
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816,00"
EAST (R1)
1004
816,71'
S89° 57' 27"E
Found 1/2"
272,24'
272.24'
Iron Rod
(272.00')
504
(272.00')
505
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C2 �272,45`
72,00)' 506 272.45'
1006 77,71` (272,00)'
Found 1/2" Iron Rod C1 (77.00)S89° 58' 17"E (East) o
817,35' o
(816,001) �
� 235.33' S89° 58' 17"E
1008 (234,00' East)
Found 1/2" Iron Rod
G U RVE DATA
C1 L=88.85' R=288.32' A=1703924" (Measured & Record)
C2 L=107.34 R=348.22' A=17*39'24" (Measured & Record)
C3 L=39.43' R=52.45' A=43°03'37" (L=38.33' R=52.45' A=41 °52'40")
272,24'
(272,00')
272,45'
(272,00)'
237.53'
'i 507 (257,05)
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1005
Found 1/2" Iron Rod
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5.96' between 510 & 1010
C3 1010
Found 5/8" Iron Rod
A` !� 0 1007
v Found 5/8" Iron Rod
60,00' N00° 01' 10"E
1009
Found 1/2" Iron Rod
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LEGEND
Found monuments as noted, All
monuments found were from the
First Addition to Whispering Pines
Estates.
Set 5/8" X 30" Iron Rod w/ YPC
"WARD LS88575"
Calculated position, nothing found
or set.
Record Measurement
YPC Yellow Plastic Cap
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 certif y 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 identify and
remonument the property corners of lots 39 & 43, Block
8 of the First Addition to Whispering Pines Estates.
I held points 1002 & 1005 and went the record 60' f or
Quail Lane to calculate a position for point 503. I then
calculated the distance between points 1003 & 503. I then
calculated points 501 & 502 using single proportion.
I used single proportion between points 1004 & 1005 to
determine the location of points 504 & 505.
I drew curves C1 and C2 in per the record but decided
to hold the distance between 1006 and the perpendicular
point I calculated being 510,
I used points 1008 & 1009 to determine the Right -of Way
by offsetting 60. I then held the distance between
points 1006 & 510„ Then by using single proportion I
calculated points 506 & 507. The reason I chose this
method was because I f ound what I believe to be
scriveners errors in lot 42, the record distance of the
South line was 257.05', I measured 237.52". The record
distance for the East line was 430,00". I measured 415,43'.
This resolution also fit the existing fences better than
any other solution I tried.
Monuments were held as noted.
Monuments set this survey were set April 6, 2022
BASIS OF BEARING:
Was determined by measuring between points 1001 and 1002,
being South 89*58'33' East
Basis of Bearings Determined By RTK (Real Time Kinematic)
Observation From an IMAX-GLASS 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) FIRST ADDITION TO WHISPERING PINES ESTATES
BY -Thomas H. Burton, dated March 1968
N
100, 200' 300' 400'
SCALE 1" = 100'
c
crcGISTERED
R FESSIONAL
A D SU RVEYO
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-
O EGON
DECEMBER 03, 2014
(xxxxxxx)
CLINTON S. WARD
88575
RENEWS:06-30-2024
Firm Name and Address
Ward Surveying, LLC
(541)480-1 106
clintsward@gmail.com
60626 Bozeman Trail
Bend, Or. 97702
Project Name and Address
21115 Quail Lane
21122 Robin Ave.
Bend Oregon
97703
I
roject Sheet
21115_Quail_Ln
ate
4/9/2022 01
Scale
1 " = 100'
`` 2 0 .