HomeMy WebLinkAboutSurvey 21382ISEC. 11
Lij
IN 1/16
COR.
BOUNDARY SURVEY OF THE NW 1/4 SW 1/4 NW 1/4 OF SECTION 12, TOWNSHIP 16 SOUTH, "
RANGE 11 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
w�*►e
s
"%W%ii
1" = 300'
SEC. 1
W 1/16
N 89047'19" W 661.67' RB N 89047'19" W 661-67' RB COR. CIA N 890413'3.xi" W 1 q9q 19' RR
+
m
�
M
co
o
N
�n
co
w
0
z
W
0
z
+
-- -- ---- ---------
m
---
a•-
A 2" DIA. BRASS CAP
'f
STAMPED 1/16 COR 1211 ON A
1" DIA. IRON PIPE
I
OWABOVE A 30" DIA. STONE
I
MOUND BEARS S10009'17"W 6.14'
FROM MON. 67
ca
zo
N
Lo
o
r
c6
�
M
V
M O
�
�
V_
LU
W ,(�
W
N
o
o
o
°
o
°
o
0
z
°
0
Z
I
cc
� 4
N 89044'15"
W 1325.21'
�`O00
\ O
N 89045 09"
W 1324.96' RB N N
° ��
N 89 4415 W 662.61
0�
N 89044'15" W 662.61'
hog �GJ
�63 N 89048'54" W 662.28' RG
N 89°48'54" W 662.27' RG
°
GP N 89 45 09 W 661.65 RB 60
° " ,
N 89 45 09 W 662.70 RB
O`b
+
CHARLES &CYNTHIA
I
I
W
w N 89°44'15" W
1986.73' N 89°44'15" W 661.52"
N 89048'12" W 662.83'
N 89°48'54" W 662.28' NN
RUGH
m
N 89 45 09 W
°
1986.61 RB N 89 50 39 W 662.27 GD
N 89050'39" W 662.60' GD
10' ROAD
o)
Lo
o w
N 89048'54" W 662.27' NN
co
ct
Co EASEMENT ON
ml !
Z ��
-
o -
N
cS EACH SIDE OF
o�
wl
o
d;
o THIS LINE
) o
coLo
cfl
3 PER DESCHUTES
N
z
w co
W
i� COUNTY DEED
M I
I
w
°p
M 267-166 RECORDED
o
m
�
�
m
0 2/07/1978
0
o 0
0
z�i
I
o
�
zo
Z
N 89046'30" W 662.59'
I I
N 89046'30" W 663.56'
z
N 8904859" W 662.57' RG
Oyo
N 89°48'59" W 662.56' RG
yoti
0b&
+
B FFp
W
Fop?�cTq�<
Zo
c�
`�,
o
-
co
14,
�
Z
o -
rn�
�.
o
06
o
w
�
to
CV
I
w�
-
w
N
cfl
N
=
�c
io
p
I
o�
oo
O
0
o
z
00
zo
Z
CIO
`
z
BASIS OF BEARINGS
6� S 89°47'09" E 662.96' RB
I 6y
S 89°4256" E 664.10' RBA
6t` S 89°53'06" E 661.54' RB
S 89041'17" E 662.39' RB
I
1/4 COR. Iv va Iti vu vv vvz-.va
N 89049'04" W 662.85' RG
DETAIL
MAG NAIL IN NE FACE
24" DIA. BLAZED JUNIPER TREE
SCRIBED WITH SN 1/64 Sll BT
• (�O -
V
NOT TO �79s
SCALE '
Io
SOUTH 3.0'
MAG NAIL IN WEST
FACE CEC POWER
POLE NO. 128638
N 89"42'52" W 664.41'
N 89049'04" W 662.84' RG
BASIS OF BEARINGS NOTE
THE BEARINGS ARE BASED UPON MEASUREMENTS
UTILIZING THE OREGON REAL-TIME GPS NETWORK
WITH BEARINGS, DISTANCES, AND
COORDINATES FROM THE OREGON COORDINATE REFERENCE
SYSTEM, BEND, REDMOND, PRINEVILLE ZONE PUBLISHED
AS VERSION 3.01 DATED 2-28-17
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO REPLACE THE MISSING SOUTHEAST, NORTHEAST, AND
SOUTHWEST CORNER MARKERS OF THE NW 1/4 SW 1/4 NW 1/4 OF SECTION 12 AS SHOWN ON THIS
SURVEY. THE APPLICABLE DEED WAS RECORDED 1/05/2024 IN DESCHUTES COUNTY CLERK OFFICIAL
RECORDS AS DOCUMENT NO. 2024-00449.
THE SOUTHWEST CORNER MARKER WAS SET BY UTILIZING A DISTANCE - DISTANCE
INTERSECTION FROM TWO BEARING OBJECTS AS DESCRIBED IN THE FIELD NOTES IN MICROFILM -
VOLUME R0696RO508 AND INDEXED AS PAGE 18 AND DETAILED BELOW. THE POSITION WAS CONFIRMED BY
MEASUREMENT AFTER BEING SET. NOTE THAT THE BLM DATAAS NOTED IN ITALICS WAS ROTATED TO MATCH
MY MEASURED BEARING ON THE SOUTH LINE OF THE SW 1/4 SW 1/4 NW 1/4 AS SHOWN BETWEEN MARKERS NUMBERED
61 AND 65. AFTER CALCULATING THE POSITION OF THE NW 1/16 BY BEARING -BEARING
INTERSECTION BETWEEN POINTS 64 & 67 AND 60 TO 63 I SET THE NE CORNER OF THE RUGH
PROPERTY EQUIDISTANT BETWEEN POINTS 507 AND 63. LASTLY, THE SE CORNER OF THE RUGH PROPERTY
WAS SET USING A BEARING -BEARING INTERSECTION BETWEEN POINTS 502 & 500 AND FROM POINTS 65 TO 501.
REFERENCE SURVEYS
BLM DEPENDENT RESURVEY OF A PORTION OF THE SOUTH BOUNDARY
(THIRD STANDARD PARALLEL SOUTH) TOWNSHIP 15 SOUTH RANGE 11 EAST, AND
THE DEPENDENT RESURVEY OF A PORTION OF THE EAST BOUNDARY AND SUBDIVISIONAL
LINES, AND THE SUBDIVISION OF SECTIONS 1,2,10,11,12,14, AND 15, TOWNSHIP 16 SOUTH,
RANGE 11 EAST OF THE WILLAMETTE MERIDIAN, IN THE STATE OF OREGON
EXECUTED BY MARKELL G. HAMM - SURVEY COMPLETED JUNE 16, 2014, PURSUANT TO
SPECIAL INSTRUCTIONS APPROVED MAY 1, 2013 FOR GROUP NO. 2713, OREGON.
CS 19469 BY GARY DEJARNATT FILED 10/02/2017
CS 01490 BY RICHARD GRAUE FILED 1/01/1973
MARKERS AND MONUMENTS TABLE
CS 01488 BY NORMAN NEWTON FILED 7/19/1983
LEGEND
® BLM MARKER/MONUMENT TIED, FROM THE 2014
DEPENDENT RESURVEY REFERENCED ABOVE
+ CALCULATED POINT
O SET AN ORANGE PLASTIC CAP MARKED WITH LS2253
SET ATOP A #5 REBAR AS DESCRIBED IN THE MARKER TABLE
FOUND A MARKER FROM SURVEY CS 01488 AS DESCRIBED
IN THE MARKER TABLE
XXXX RB DATA FROM THE BLM DEPENDENT RESURVEY
REFERENCED AS ROTATED
RG CS 01490 BY RICHARD GRAUE
GD CS 19469 BY GARY DEJARNATT
NN CS 01488 BY NORMAN NEWTON
BLM BLM SURVEY AS REFERENCED ABOVE
FWG FLUSH WITH GROUND
OPC ORANGE PLASTIC CAP STAMPED WITH LS2253
BLM MONUMENT NOTE: ALL BLM MONUMENTS ARE STAMPED
WITH UNITED STATES DEPARTMENT OF THE INTERIOR, BUREAU OF
LAND MANAGEMENT, 2014" IN ADDITION TO AS DESCRIBED BELOW
60) NN .30 CALIBER M1 CARBINE CASE SET IN
MASS OF CONCRETE PRIMER SIDE UP, ON THE EAST
SIDE OF AN 8" DIA. 30" TALL JUNIPER STUMP
61) RG/BLM 2-1/8" BRASS CAP 0.4' UP ON IRON PIPE
1.3' SOUTH OF FENCE CORNER POST, STAMPED 1/4 COR 11112, BEARING
TREES IN THE SE, NE, & NW QUADRANTS
63) BLM 3-1/4" BRASS CAP ON PIPE 0.2' DOWN
IN DIRT ROAD STAMPED N1/16, S11+S12, BEARING TREES IN NWAND
NE QUADRANTS
64) BLM 3-1/4" BRASS CAP ON ALUMINUM PIPE 0.5' UP
IN STONE CIRCLE 0.4' SE'LY. OF FENCE CORNER POST,
STAMPED W 1/16 C---C S12
65) BLM 3-1/4" ALUMINUM CAP 0.9' UP ON #5 REBAR 0.5'
SW'LY. OF "T" POST FENCE CORNER STAMPED S 12, C - W - W
1 /64
67) BLM 3-1/4" BRASS CAP ON AN ALUMINUM PIPE PROTRUDING
0.5' ABOVE A 2.5' X 3' MASS/MOUND OF CONCRETE AND STONES,
STAMPED WITH W 1/16 S1/S12
500) SET AN OPC ON ON A #5X30" REBAR FWG IN MAN GATE
PASSAGE 2.5' N'LY. OF N. FACE POWER POLE & 15SOUTH OF
SOUTH FACE 6"X8" PRESSURE TREATED FENCE CORNER POST
501) SET AN OPC ATOP A #5 REBAR DRIVEN INTO A HOLE DRILLED
IN SOLID ROCK, THE CAP IS 0.3' BELOW THE ASPHALT DRIVEWAY
LEVEL AND 0.6' EAST OF THE EAST EDGE OF ASPHALT
502) RG #5 REBAR 0.6' UP 2' EAST OF N-S RUNNING BARBED WIRE
FENCE AND 15' SOUTH OF FENCE INTERSECTION
504) SET AN OPC ATOP A #5X30 REBAR 0. V DOWN 2' WEST OF WEST
EDGE OF DRIVEWAY ASPHALT AND 18' SOUTH OF A WIRE GRID FENCE
CORNER, THE FENCE RUNS SOUTH AND EASTERLY.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
C•
OREGON
SCOTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2025
FRESHWATERS SURVEYING INC.
SCOTT C. FRESHWATERS PLS
R O . BOX 4524
SUNRIVER, OREGON 97707
J U LY 102 2024
541-593-1792 OFFICE
CLIENTS: CHARLES & CYNTHIA RUGH
PROJECT NO. 11263
2 13*8 2