HomeMy WebLinkAboutSurvey 2083815
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West 1 /4 Corner of Section 22
Held 5/8" Iron Rod w/Non-legible Cap
per (R1) and OCRR #1092
S 1/16
S89'42'39"E 1312.49' (C)
F-
ry
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1" = 200'
BUREAU OF LAND MANAGEMENT
BUREAU OF LAND MANAGEMENT
S89'48'41 "E 1310.40' (C)
BUREAU OF LAND MANAGEMENT
LINE
BEARING
DISTANCE
L1 M
N49'23'51 "E
290.84'
L2 M
N88'23 02 E
341.96
L2 R4
N88'25'45"W
342.22'
L3 M
N88'27'29"E
309.72'
L3 R4
N88'25'45"W
309.60'
L4 M
N88'26'48"E
306.33'
L4 R4
N88'25'45"W
306.59'
L5 M
N88'24' 18"E
305.66'
L5 R4
N88'25 45 W
305.57
L6 M
N88'25'46"E
304.64'
L6 R4
N88'25 45 W
304.57
L7 C
N49'23'51 "E
131.43'
L8 C
S40-36.09"E
60.00'
S89' 49' 11 "E 5253.00' (R1)
S89'42'39"E 5251.36' (M)
S89'49' 11 "E 2626.50' (R1)
S89'42'39"E n 2624.98' (C)
S89'42'39 "E
C-W 1/16
(Vol. 2010, Pg. 32786)
22
North 1 /4 Corner of Section 22
Held 5/8" Iron Rod
w/"FRED AST JR. - PLS 1938" Cap
per (R1) and OCRR # 1091
1312.49' (C)
Center Section Corner of Section 22--,"
Calculated by intersection -intersection
of all 4 One -Quarter corners of Section 22
East 1 /4 Corner of Section 22
Held 5/8" Iron Rod w/No Cap
per (R1) and OCRR #1094
Found 3/4" Iron Pipe in stone mound
S85'23'45"E 27.41' (M)
S85'32' 19"E 27.34' (R1)
v
(Vol. 185, Pg. 0373)Cq
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(Vol. 2020, Pg. 53569)
Held 5/8" Iron
w/No Cap per
Rod
(R5)
Center -South 1/16 Corner of Section 22
Held 5/8" Iron Rod
w/" FRED AST JR. - PLS 1938" Cap
\
per (R1,R2)
SW 1/16
S89'48'41 "E 1310.79' (C)
1271.69' (C)
de
(Vol. 2015, Pg. 50945)
e4
(Vol. 2012, Pg. 14572)
ow
N
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00
O
C.
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04
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(Vol. 2019, Pg. 36236)
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West 1/16 Corner of
South 1 /4 Corner of Section 22
Sections 22 and 27
Held 5/8" Iron Rod
RP#1 - 7" Juniper bears
w/"FRED AST JR. - PLS 1938" Cap
N81'08'30"E 5.70'
per (R1) and OCRR #1093
SW Corner of Section 22 RP#2 - 13" Juniper bears
(R4) Line
Found 5/8" Iron Rod
Held 3" Brass Cap N16'57'25"W 42.7'
S88 25'45'W 2640.38' (R4)
w/No Cap per (R4)
per (R4) '
N 16' 11 '30"E 79.47' (M)
CD
N 16' 10'04"E 79.45' (R1)
211
22 �_ L2
----------
N
L4
-----------
L5 L6 - --_
22
----- --
------------- N89'55'18"W------1308.32' (M)
N89'55' 18"W
i N89'55'18"W
2616.63' (M)
1308.32' (M)
28
27 N89'57'48"E
2616.63' (R1,R2)
27
1
LOT 1 LOT 2 LOT
3
LOT 4 LOT 5
LOT 6 LOT 7
BLOCK /
BLOCK
M c K E N Z I E
ESTATES
PREPARED
BY: CENTRAL OREGON LAND SURVEYING, LLC, 2809 NW 11 TH STREET, REDMOND,
OREGON 97756 (541) 420-0082
^
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N O 00
N N
2626.38' (C)
S89'42'39"E
2626.50' (R1)
S89'49' 1 1 "E
N
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�23 BOUNDARY SURVEY
DUNE 109 2022
LOCATED IN THE SOUTHEAST ONE -QUARTER
OF THE SOUTHWEST ONE -QUARTER OF
SECTION 22, TOWNSHIP 14 SOUTH,
RANGE It EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SURVEYOR'S CERTIFICATE:
I, Kevin James Blakley, a Registered Professional Land Surveyor No.
69432 in the State of Oregon, do hereby certify that I or those under
my direct supervision 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.
SURVEYOR' S NARRATIVE:
The purpose of this survey was to re-establish the boundary lines of
that property described in Volume 2019, Page 36236, Deschutes County
Official Records. Control for this survey was based on the referenced
surveys hereon this survey map, the above mentioned deed, and existing
monuments found during the course of this survey. Basis of bearings
for this survey is based on the Oregon Coordinate Reference System
(OCRS) Bend -Redmond -Prineville Zone. I utilized monuments found and
set per CS05023 to calculate the center section corner of Section 22
and to perform a partial section breakdown for the SW 1 /4 of Section
22. 1 established the right-of-way lines of Holmes Road using
monuments per the (R4) and (R5) surveys, as shown. These
right-of-way lines fit very well with the as -built centerline of said
Holmes Road. Ties were made to monuments found along the North line
of McKenzie Estates, as platted, and as shown on this survey map, but
these monuments were not accepted due to controlling corners
accepted in this survey and CS05023. There were no fences from these
lots of McKenzie Estates that crossed over the actual section line and
into the property that is the subject of this survey. Monuments found
and set during the course of this survey are as shown on the subjoined
survey map.
LEGEND
O = Found 5/8" Iron Rod w/No Cap
per (R4), unless noted otherwise
0 =
Set 5/8" Iron rod with blue
plastic cap
marked "COLS LS69432"
=
Calculated position only, not
searched for in this survey,
unless noted otherwise
(R1)
= Survey by Frederick A. Ast
Jr. (CS05023)
(R2)
= Survey by Frederick A. Ast
Jr. (CS12479)
(R3)
= Survey by Frederick A. Ast
Jr. (CS14013)
(R4)
= McKenzie Estates by William D. Lyche (CS08152)
(R5)
= Survey by David Bascue (CS00124)
6 l4g
, /'��
(C) =
Calculated
REGISTERED
PROFESSIONAL
(M) =
Measured
V&ND"* SUR9VYQ
CLIENT: TRACEY KARSHNER1 ,2-22-04
F1
JANUARY 9, 2007
KEON JAMES BLAKI46
69432
RENEWABLE 12-31-2023
PLATE ONE OF ONE
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