HomeMy WebLinkAboutSurvey 20378DESCHUTES COUNTY SURVEYOR
FILED 1z 3 bozo BY: Ov.l&l
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND MONUMENT THE
BOUNDARIES OF THAT PROPERTY DESCRIBED IN DOCUMENT NUMBER
2019-51451 AND THAT PORTION DESCRIBED IN INSTRUMENT NUMBER
2020-33627. THE MAP AND TAX LOT IS 16 12 28 00 00305.
THE CENTERLINE OF TUMALO ROAD WAS ESTABLISHED AS THE LINE
BETWEEN FOUND MONUMENTS (C) AND (E). THIS WAS HELD AS THE
BASIS OF BEARING PER [2] AND [3].
THE NORTHERLY RIGHT OF WAY OF TUMALO ROAD WAS HELD AS 30.00
FEET NORTHERLY OF THE CENTERLINE.
THE WESTERLY RIGHT OF WAY OF OLD BEND-REDMOND HIGHWAY WAS
DETERMINED BY HOLDING RECORD ANGLE PER [2] BETWEEN TUMALO
ROAD AND TANGENT SECTION OF THE OLD BEND-REDMOND HIGHWAY,
AND BY HOLDING FOUND MONUMENT (B) AT RECORD DISTANCE FROM
CENTERLINE (OFFSET 31.26' LEFT OF CENTERLINE).
THE NORTHERLY BOUNDARY WAS DETERMINED AS THE LINE BETWEEN
FOUND MONUMENTS (A) AND (B) AND THE EXTENSION OF SAID LINE TO
THE WESTERLY RIGHT OF WAY OF OLD BEND-REDMOND HIGHWAY.
RECORD OF SURVEY
THAT PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2019-51451 EXCEPTING THAT PORTION DESCRIBED IN
INSTRUMENT NUMBER 2020-33627
LOCATED IN THE SOUTHWEST 1 /4 OF THE NORTHWEST 1 /4 OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE
12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
THE WESTERLY BOUNDARY WAS DETERMINED AS THE LINE BETWEEN
FOUND MONUMENTS (A) AND (D), TERMINATING AT THE NORTHERLY RIGHT
OF WAY OF TUMALO ROAD.
THE SOUTHERLY AND EASTERLY BOUNDARIES WERE DETERMINED BY
HOLDING RECORD DISTANCES ALONG THE RIGHT OF WAYS OF TUMALO
ROAD AND OLD BEND-REDMOND HIGHWAY PER RECORD STATIONS IN [2]
AND [3], AND THE BOUNDARY OF THE RIGHT OF WAY DEDICATION AREA
WAS DETERMINED AS A SCALED FIT OF THE RECORD BEARINGS AND
DISTANCES IN [3] BETWEEN THE CALCULATED SOUTHWEST CORNER AND
THE CALCULATED NORTHEAST CORNER OF THE SUBJECT PROPERTY.
1 /4 CORNER COMMON TO T.L. 306
SECTIONS 28 AND 29
SEE DETAIL "A"
T.L. 302 (B) HELD FOR NORTHING N60'39940"W/
BEARS S89'56'12"W 1.43' FROM
S89'57'50"W 826.79' [1] 31.26' TO (B)
CALCULATED CORNER.
S89'56'14"W 827.29 [4] SET NEW 1-1/8" BRASS CAP AT N60'39'40"W
N89'56'12"E 828.70' CALCULATED CORNER. --131.26' [2]
THIS POINT OF CURVATURE WAS CALCULATED BY HOLDING THE RECORD
STATION OF FOUND MONUMENT (B) PER [2] (339+36.89) AND BY •`� co 3g DETAIL �� A "=20'
HOLDING THE RECORD STATION OF THE POINT OF CURVATURE PER [3] �1 O^ x3689 - - - - - -
(338+25.13). THE DISTANCE ALONG THE RIGHT OF WAY LINE BETWEEN ry
(B) AND THE POINT OF CURVATURE IS 111.76', MEASURED AND RECORD. 3�� 2J S89'56'12"W
`30, 1 1.43' 1
po cp S ( (B) 30.00' 1
Q-�A�L�.k. 00 '!�O '`�5�3 ( STA: 339+ 726,`394p,,
.O ,("� gyp- �Op� K 136.89[ 2] asp. To !y 1
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N000cK ��I 3� 269 4'. ry I
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T.L. 1612280000305 p�� �.�oo'%` I I
INSTRUMENT NO. 2019-51451
EXCEPTING THAT PORTION G�o�o T.L. 309
DESCRIBED IN INSTRUMENT N0. �-
2020-33627
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AREA = 356,484 SF ��,�h�ti� ry�
OR 8.18 AC �� S hry 4
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0 80' 160'
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T. L. 301
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RIGHT OF WAY
DEDICATION PER
INSTRUMENT NO. 60'36'57"
2020-33627 60'36'57"[2]
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0 0 0 o L=67.73', R=746.20'
(D) HELD FOR EASTING 2N rn N �� / a==5'12 02
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BEARS SO'00'56"W 0.23' ,,, CHORD=S26'44'19"W 67.71'
FROM CALCULATED '��"�y, , , L=80.41% R=70.00' / [2] & [3]
CORNER. SET NEW IRON h `,
ROD AT CALCULATED �� h1 •'yam• A=65'4858" L=67.73', R=746.20'
CORNER. �.h�� h� CHORD=S57'02'47"W A=5'12'03"
N89'57'17"E 30.73' [3] 4K 76.06' [2] & [3] CHORD=S26044'19"W 67.71'
•-S89'57'17"W 30.73' 31 _ L=80.41', R=70.00'
.39, 50„E 290 31.30' A=65'48'55"
N SBO.39051 W 29 CHORD=S57 02 47 W 76.06
N89'57'17"E 389.98' [3]
STA: 94+40.5 [2][3] (D) S89'57'17"W 389.98'
N85'57'32"E 430.53 [3] _}-''
N85.57'32"E 430.53' 398.75' [2] _ - - - ,-- » - NO'02'43"W 30.00' c,4 389.98' [3] SO'02'43"E 30.00'
SO 02 43 E 30.00 -"1 i�' o �� TUMALO ROAD (60.00 ROW)
398.74 -•� 389.98 -•�
429.48' %��' C4
J _ n
(C) 429.48' [3] 30.73' N89'57'17"E 2639.47' Qi N
30.73' [3] N89'57'17"E 2639.50' [2] N `J
7
00 T.L. 161228CO04400 0
MONUMENTS OF RECORD
(A) FOUND 1 /2" IRON ROD, FOUND IN [1 ]
(B) FOUND SCREW WITH PLAQUE IN CONCRETE PILLAR
INSCRIBED "GARY DEJARNATT", SET IN [4]
(C) FOUND 3 1 /4" BRASS CAP IN MONUMENT BOX
RENEWED IN OCRR 1560, DESCHUTES COUNTY
SURVEY RECORDS.
(D) FOUND 3/4" IRON ROD, FOUND IN [1 ]
(E) FOUND 2" ALUMINUM CAP ILLEGIBLE, RENEWED IN
OCRR 1905, DESCHUTES COUNTY SURVEY
RECORDS.
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REFERENCES
[1 ] CS 01934 RECORD OF SURVEY BY BRUCE WILLIAM
A. ROGERS DATED AUGUST 1971, DESCHUTES
COUNTY SURVEY RECORDS
[2] CS 19933 RECORD OF SURVEY BY SCOTT C.
BOLDUC FILED JUNE 5, 2019, DESCHUTES COUNTY
SURVEY RECORDS
[3] INSTRUMENT NUMBER 2020-33627 DEED OF
DEDICATION DESCRIPTION BY SCOTT C. BOLDUC,
RECORDED JULY 14, 2020, DESCHUTES COUNTY
OFFICIAL RECORDS
[4] CS 01932 RECORD OF SURVEY BY GARY L.
DEJARNATT FILED APRIL 19, 1988, DESCHUTES
COUNTY SURVEY RECORDS.
BASIS OF BEARING
THE BASIS OF BEARING IS THE LINE BETWEEN FOUND
MONUMENTS (C) AND (E), BEING N89°57'17"E PER [2].
LEGEND
0 DENOTES MONUMENT FOUND AS SHOWN
Q DENOTES 5/8" x 30" IRON ROD WITH ORANGE, PLASTIC
CAP INSCRIBED "BECON" SET
O DENOTES 1 1 /8" BRASS CAP INSCRIBED "BECON"
SET IN TOP OF FENCE COLUMN
I] CALCULATED POINT, NOTHING FOUND OR SET
o( ) SURVEY MONUMENT INFORMATION
Cl [ ] SURVEY RECORD INFORMATION
(E)) J
w
z ROW RIGHT OF WAY
CALC. CALCULATED
OCRR OREGON CORNER RESTORATION RECORD
PROJECT NO.: 20195
CLIENT: THOMAS
DATE: 11 /06/2020
DRAWN BY: AJH/EJH
549 SW MILL VIEW WAY
B C 0 SUITE 100
E N BEND, OREGON 97702
(541) 633-3140
CIVIL ENGINEERING www.beconeng.com
& LAND SURVEYING
REGISTERED
PROFESSIONAL
LAND SURVEY01
OgEGON
DEC. 16, 2009
ERIK J. HUFFMAN
70814
RENEWS: JUNE 30, 2021
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