HomeMy WebLinkAboutOCRR 2089CORNER DESIGNATION
SEE D.C.S.O. FIELD BOOK 2025, PROJECT CT149
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT. JACOB D. POWELL, PLS
JERROD DAVIS
MATHEW McCONNELL
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO RESET THE
SOUTHWEST CORNER OF SECTION 14. THE PREVIOUS MONUMENT WAS DESTROYED AND/OR
REMOVED BY SOME SORT OF CONSTRUCTION ACTIVITY. AN EMAIL WAS SENT TO THE DESCHUTES
COUNTY SURVEYOR'S OFFICE IN APRIL OF 2021 FROM BENJAMIN HRON, STATING THAT THE 1944
BLM MONUMENT WAS FOUND PULLED FROM THE GROUND.
DESCRIPTION OF CORNER EVIDENCE FOUND:
NO CORNER MONUMENT FOUND, SAID MONUMENT WAS REMOVED FROM THE SITE.
131 FOUND 12" (ID) IRON PIPE PER CSO4864 BEARS NO0°12'00"W 387.84% RECORD
(NO1-01'36"W 387.16' CSO4864), (N00°20'49'E 387.93 CS15580)
311 FOUND 12" (ID) IRON PIPE, BENT EASTERLY AND LOOSE, TIED POINT OF ENTRY, BEARS
S59-4930"E 168.29, RECORD (S60°03'07"E 168.18' CS15580).
118 FOUND 1T DIAMETER LODGEPOLE PINE WITH DUPLEX NAIL 32ABOVE THE SURFACE ON
THE NORTHWESTERLY SIDE OF TREE, BEARS S55.16WE 84.79 TO SAID NAIL, RECORD
(S5('E 84.69 RDCC 479).
353 FOUND 10" DIAMETER LODGEPOLE PINE (STANDING DEAD) WITH VISIBLE BLAZE AND
SCRIBING ON THE SOUTHWEST FACE, NO CHAINING NAILS FOUND IN TREE. SEE
ACCESSORIES ESTABLISHED SECTION FOR MEASUREMENTS.
352 FOUND 2T DIAMETER LODGEPOLE PINE WITH VISIBLE BLAZE AND SCRIBING ON THE
NORTHWEST FACE, WITH BEARING TREE TAG, NO CHAINING NAILS FOUND IN TREE. SEE
ACCESSORIES ESTABLISHED SECTION FOR MEASUREMENTS.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
AT THE PERPETUATED POSITION OF THE CORNER, RESOLUTION OF SAID PERPETUATION
DESCRIBED ON SHEET 2, DROVE A 5/8" X36" REBAR INTO THE GROUND AS A SUBSURFACE
MONUMENT AND SET A 3" BRASS CAP ON A 21/2 DIAMETER X 24" LONG STEEL FLARED END PIPE,
OVER SAID REBAR, WITH 3" BRASS CAP FLUSH WITH THE GROUND.
351 SET A 5/8" DIAMETER X 24" LONG REBAR WITH 1-12" ALUMINUM CAP, MARKED -DESCHUTES
CO. REF. MON", BEARS S87-01-ME 29.67-.
353 AT THE SIDE CENTER OF THE NORTHWEST FACE OF THE FOUND 10" LODGEPOLE PINE, SET
A NAIL WITH 1-12" DIAMETER STEEL WASHER MARKED "DCSO", 1.7 ABOVE THE SURFACE,
BEARS N56049WE 37.00' TO SAID NAIL, N57043-ME TO CENTER OF TREE, RECORD (N56-3M"E
37.0' BLM 2003).
352 AT THE SIDE CENTER OF THE NORTHEAST FACE OF THE FOUND 28" LODGEPOLE PINE, SET A
NAIL WITH 1-12" DIAMETER STEEL WASHER MARKED "DCSO",1.6' ABOVE THE SURFACE,
BEARS S27"22'OD"E 54.10' TO SAID NAIL, S25'51'30"E TO CENTER OF TREE, RECORD (S26°21'E
53.6 GOULD 1910), (S26'E 82 LKS 154.17 GLO 1943), (S26'E 54.12 CSO4863), (S260E 54.1' 2003
BLM)
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE
(30 SECONDS) BY GPS AND TOTAL STATION.
BASIS OF BEARINGS
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL
OREGON COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS
DEFINED AS FOLLOWS:
LINEAR UNIT:
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
4300OW N
LONGITUDE OF CENTRAL MERIDIAN:
121'17'00" W
NORTHING AT GRID ORIGIN:
0.000 ift
EASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
SCALE FACTOR ON CENTRAL MERIDIAN:
1.00016 (EXACT)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES
BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS
GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY
GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN
CONVERGENCE.
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC (RTK)
OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON
REALTIME GNSS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE
DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM.
SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON
THE DESCHUTES 13 TRANSFORMATION.
S 1 /16 COR. SEC 15
1" ID IRON PIPE, BENT,��
TIED POINT OF ENTRY,
PER CS07934
S 1 /16 COR. SEC 14
.�
2-1/2" GLO BRASS
of
CAP "1944"
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THE COORDINATES AND STANDARD DEVIATION
VALUES SHOWN ARE THE RESULTING VALUES
FOR THE POINTS PER A LOCAL LEAST SQUARES
ADJUSTED PROJECT CONTROL NETWORK
DERIVED FROM INTEGRATED REAL TIME
KINEMATICS (RTK) AND TOTAL STATION TIES.
S89'41'E 19.68CH €1298.9'tl (1943 GLO)
S89'38'15"E 1299.08' (CS15580)
14 S89'29'21 "E 1298.99' (MEAS)
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WOVEN WIRE FENCE
I 1.8' EAST OF CORNER
353
x
N 1/16 COR.
5/8" IRON ROD, NO
CAP, PER CSO4865,
BENT, TIED POINT OF
ENTRY
W 1 /16 COR.
2-1/2* GLO BRASS
CAP "1944"
EDGE
yc OF \
\ PAVEMENT
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SECTION 14
\ -~� 351 SECTION 23 f- \
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0 20 40
SCALE 1 " = 20' \
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311
�x
COCS POINT #: 1033
COCS MARK NAME: 22101400
1v
NORTHING: 240,675.25 ift t0.01
EASTING: 3,241,156.36 ift t0.01
ORTHO HT: 4,234.29 ift t0.01
TRANSFORMATION: DESCHUTES 13
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN: X
REFERENCED OUT: X
INDEX FILE NO: 208
ALPHAINUMERIC
CORNER NUMBER: 22101400
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
07-27-1868 ORIGINAL (GLO) SUBDIVISION OF T22S, R10E, WILLAMETTE MERIDIAN, D. P. THOMPSON, DEPUTY SURVEYOR, UNDER
JOINT CONTRACT NO. 124, SET POST FOR COR. TO SECS. 14,15, 22, 23 FROM WHICH:
A PINE 6 IN. DIA. BEARS N45-W 90 LKS DIST (59.401.
-A PINE 6 IN. DIA. BEARS N55-E 63 LKS DIST (41.581.
-A PINE 10 IN. DIA BEARS S45-E 82 LKS DIST {54.12).
A PINE 9 IN. DIA. BEARS S75'W 41 LKS DIST (27.06).
1910 R.B. GOULD'S FIELD NOTES FROM HIS PRIVATE BUSINESS, FIELD BOOK 1, PAGE 5, FOR THE PLAT OF LA PINE, NOTES;
SET A 4X4 FIR POST TO CONFORM AS NEARLY AS POS_ WITH THE BTS. WHICH DO NOT AGREE BY FROM 5 TO 25 FEET
WITH ONE ANOTHER. I FAVORED THE NEARER TREES SOMEWHAT IN SETTING THIS CORNER, WHICH LIES JUST
OUTSIDE THE OLD RAIL FENCE THUS:
-OLD BT BEARS N470WE 30.20'
-OLD BT BEARS S26021'E 53.60'
12-01-1943 (CS11184) DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF SECTION 14, GEORGE F. RIGBY, SPECIAL.
INSTRUCTIONS DATED DECEMBER 01, 1943, GROUP NO 281, THE ORIGINAL COR. OF SECS. 14,15, 22, 23, THE BADLY
DECAYED REMAINS OF A WOODEN STAKE ON WHICH NO MARKS REMAIN.
AT POINT FOR CORNER, SET AN IRON POST, 3FT_ LONG, 2 INS. DIAM., 28 INS. IN THE GROUND, WITH DECAYED
REMAINS OF WOODEN STAKE DEPOSITED AT THE BASE, FOR COR. OF SECS. 14,15, 22, AND 23, WITH BRASS CAP
MARKED "1944", FROM WHICH:
A LODGEPOLE PINE, 15 INS. DIAM., DEAD AND DOWN BEARS N47-12"E 46 LKS_ DIST. (30.361, ON WHICH
INCOMPLETE SCRIBE MARKS WERE FOUND. (OLD B.T.)
-A LODGEPOLE PINE, 24 INS. DIAM., BEARS S260E 82 LKS. DIST. (54.12), ON WHICH SCRIBE MARKS T22 S23 WERE
UNCOVERED. (OLD B.T.)
-A LODGEPOLE PINE, 361NS. DIAM., DEAD AND DOWN, BEARS S81-12-W 188 LKS. DIST. {124.M, ON WHICH
INCOMPLETE SCRIBE MARKS WERE FOUND. (OLD B.T.)
-A LODGEPOLE PINE, 15 INS. DIAM_, DEAD AND DOWN, BEARS N47-W 119 LKS. DIST. g8.541, ON WHICH INCOMPLETE
SCRIBE MARKS WERE FOUND. (OLD B.T.)
-A LODGEPOLE PINE, 15 INS. DIAM., BEARS N10-E 76 LKS. DIST. (50.161, MKD. "1722S R10E S14 BT". (NEW B.T.)
-A LODGEPOLE PINE, 221NS. DIAM., BEARS S65-12'W 352 LKS. DIST. {232.37), MKD. -T22S R10E S22 BT". (NEW B.T.)
A LODGEPOLE PINE, 12 INS. DIAM., BEARS N17-W 87 LKS. DIST. {54.4Z), MKD. 722S R10E S15 BT"_ (NEW B.T.)
08-18-1976 (CSO4753) SURVEY BY DAVID B. ARMSTRONG, PLS 1026,1" O.D. GALV. IRON PIPE WITH BRASS CAP, ACCEPTED AS
REPLACEMENT OF CX4" WOOD POST BY GOULD, "PLAT OF LA PINE"
07-08-1977 (CSO4864) SURVEY BY DAVID BASCUE, PLS 783, SHOWS TIES TO CORNER, IP AND BRASS CAP.
07-20-1977 (CSO4863) SURVEY BY DAVID BASCUE, PLS 783, SHOWS TIES TO CORNER, FOUND IP WITH BRASS CAP.
-LODGE POLE PINE S260E 54.12 WITH GOVERNMENT TAG.
-LODGE POLE PINE N10'E 50.16 WITH GOVERNMENT TAG.
-LODGE POLE PINE S6503O W 232.32' WITH GOVERNMENT TAG.
-LODGE POLE PINE N17'W 57.42 WITH GOVERNMENT TAG.
09-07-1977 (CSO4865) MINOR PARTITION MP-77-117 BY JAMES E. BUSSARD, PLS 599, FOUND 3" BRASS CAP.
06-02-1980 (RDCC 479) SECTION CORNER DESCRIPTION CARD 479 BY DESCHUTES COUNTY ROAD DEPARTMENT (UNOFFICIAL
RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPARTMENT ENGINEERING VAULT, CIRCA 1980 CORNER
REFERENCES SHOWS FOUND GLO BRASS CAP, 5.3 WEST OF NORTH -SOUTH FENCE LINE:
-PLACED DUPLEX NAIL 3.3' UP EAST SIDE 18" LODGE POLE PINE (BT), N14'E 50.36'
-PLACED DUPLEX NAIL 3.4 UP NORTH SIDE 14" LODGE POLE PINE, S50-E 84.69
09-27-1994 (CS11961) SURVEY BY RAYMOND E. OMAN, PLS 702, SHOWS TIES TO CORNER, FOUND MONUMENT PER CS11788AND
BLM FIELD NOTES.
10-16-2003 (CS15580) PLAT OF -HUNTINGTON MEADOWS PHASES 1 AND 2, BY W ILLIAM R. TYE, PLS 1789, SHOWS TIES TO
CORNER, FOUND 2-12° BRASS CAP ON IRON PIPE STAMPED "US GENERAL LAND OFFICE SURVEY 1944"
12-20-2004 (CS16205) SURVEY BY MICHAEL W. TYE, PLS 1046, SECTION CORNER HELD 3" BRASS CAP
09-24-2003 (CS16296) DEPENDENT RESURVEY, SUBDIVISION OF SECTIONS 10 AND 11, AND METES AND BOUNDS, BY RICHARD S.
KAISER, CADASTRAL SURVEYOR, SPECIAL INSTRUCTIONS DATED SEPTEMBER 24, 2003, AND SUPPLEMENTAL SPECIAL
INSTRUCTIONS DATED JANUARY 20, 2004, GROUP NUMBER 2064, OREGON,
BEGINNING AT THE COR. OF SECS. 14, 15, 22, AND 23, PERPETUATED BY GOULD IN 1910, AND FURTHER PERPETUATED
BY RIGBY IN 1944, MONUMENTED WITH AN IRON POST, 2 INS. DIAM, FIRMLY SET, PROJECTING 6 INS. ABOVE THE
GROUND WITH A BRASS CAP MARKED "1944". FROM WHICH THE REMAINING ORIGINAL BEARING TREE-
-A LODGEPOLE PINE, 28 INS. DIAM., BEARS S26-E 54.1 FT_ DIST., WITH SCRIBE MARKS "T22S R10E S23S" VISIBLE ON
A PARTIALLY OPEN BLAZE.
AND THE REMAINS OF A BEARING TREE MARKED BY RIGBY IN 1944
-A ROOTHOLE, BEARS N10"E 50.2 FT_ DIST., WITH A LODGEPOLE PINE, 15 INS. DIAM. LAYING ALONGSIDE, WITH
SCRIBE MARKS "T22S R10E S14 B17 VISIBLE ON A PARTIALLY OPEN BLAZE.
AND A NEW BEARING TREE
-A LODGEPOLE PINE, 8 INS. DIAM., BEARS N56-3/4'E 37.0 FT. DIST. MKD. "T22S R10E S14 BT".
02 21-2006 (CS16788) PLAT OF HUNTINGTON MEADOWS PHASES 5 AND 6" BY LINDA LEE MILLER, PLS 2513, SHOWS TIES TO
CORNER, FOUND 2-12" BRASS CAP ON IRON PIPE STAMPED "US GENERAL LAND OFFICE SURVEY 1944"
12-04-2006 (CS17128) PLAT OF-HUNTINGTON MEADOWS PHASES 7 AND 8" BY LINDA LEE MILLER, PLS 2513, SHOWS TIES TO
CORNER, FOUND 2-12" BRASS CAP ON IRON PIPE STAMPED "US GENERAL LAND OFFICE SURVEY 1944"
10-15-2008 (CS17848) PLAT OF-HUNTINGTON MEADOWS PHASES 9 AND 10" BY LINDA LEE MILLER, PLS 2513, SHOWS TIES TO
CORNER, FOUND 2-12" BRASS CAP ON IRON PIPE STAMPED "US GENERAL LAND OFFICE SURVEY 194 V
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.000r___��VYl
0 R E G O N
MARCH 8, 2016
JACOB D. POWELL
9d744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICE OREGON CORNER RESTORATION RECORD SHEET
1
SOUTHWEST CORNER SECTION 14
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T22S., R10E. W.M. OF
PROJECT : CT149 DATE:07-22-2025 DRAWN BY: JDP CHECKED BY: MTM, KRS CITY OF LA PINE, DESCHUTES COUNTY, OREGON 2
FILE NAME: J: CAD Pro' is Surve in OCRR—CORNER CARDS 22101400 CT149 S. Huntin ton DWG 22101400 CT149.dw
S 1/16 COR SEC 14 S 1/16 CORNER SEC 15
�� 1" ID IRON PIPE, BENT, TIED POINT
2-1/2- GLO BRASS �� OF ENTRY, PER CS07934, NOT HELD
CAP "1944", HELD N11'17'36"E 14.70'
1 , SEE OCRR 2084
MEASUREMENTS
SHOWN TO
I THIS POINT
t 'A'
NOT HELD
BEARS I
\ S22'11'45"E
0.42'
NPR/VA TE LANDS—
UNPLA TTED
PERPETUATED
CORNER PER THIS
OCRR
NPR/VA TS LAND.
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PART OF
LOT 177
(104.64')R1,R3
104.56'
NUSAN
'B'
NOT HELD
I BEARS S00'30'39"W
0.40' FROM
I SECTION LINE
60 120
SCALE 1„ = 60'
BASSETT DRIVE
"HUNT/NGTON MEADOWS PHASE 9 AND 10"
LOT 178 LOT 179 LOT 180 LOT 181
(34.60')
R1,R3 (90.42')R3 (50.00')R3 (150.00')R3
34.79' 90.50' r _ — — 49.86 149.98'
C IALC S89'29'21 "E 129E
(S89'38'15"E 1299.0
'C'
NOT HELD
BEARS S00'30'39"W
0.39' FROM
SECTION LINE
LOT 177
LOT 182
8')R1,R2,R3
LOT 18J
CORNER RESOLUTION NARRATIVE
THE LOCATION OF THE SECTION CORNER WAS PERPETUATED BY HOLDING BEARING -BEARING INTERSECTION
AS FOLLOWS:
THE WEST LINE OF SECTION 14 WAS ESTABLISHED BY HOLDING THE 1944 GLO MONUMENTATTHE SOUTH 1/16
CORNER OF SECTION 14 AND BY HOLDING FOUND PLAT MONUMENTS PER "HUNTINGTON MEADOWS PHASES 1
AND 2", PLAT MONUMENTS PER -HUNTINGTON MEADOWS PHASES 5 AND 6% AND HOLDING RECORD ROAD WIDTH
OFFSETS FROM THE FOUND MONUMENTS AT THE CENTERLINE (30.00) AND EASTERLY RIGHT-OF-WAY (60.00').
MONUMENT W WAS NOT HELD, AS IT DID NOT AGREE WITH THE OTHER FOUND MONUMENTS.
THE SOUTH LINE OF SECTION 14 WAS ESTABLISHED BY HOLDING THE 1944 GLO MONUMENT AT THE WEST 1116
CORNER OF SECTIONS 14 AND 23, AND THE FOUND PLAT MONUMENTS PER "HUNTINGTON MEADOWS PHASES 9
AND 10". FOUND MONUMENTS W AND'C' PER "HUNTINGTON MEADOWS PHASES 1 AND 2' WERE NOT HELD, AS
THEY DID NOT AGREE WITH THE OTHER FOUND MONUMENTS.
THE RESOLVED POSITION OF THE INTERSECTION OF THE SECTION LINES AGREED WITH RECORD DATA FOR THE
FOUND BEARING TREE REFERENCES AT THE CORNER, TIES TO THE FOUND MONUMENTS PER CSO4864, AS
SHOWN ON SHEET 1, AND AGREES WITH RECORD TIES TO THE ADJACENT PLSS CORNERS.
FOUND MONUMENTS 'A', 'B', AND 'C', WERE SET PER THE PLAT OF-HUNTINGTON MEADOWS PHASES 1 AND 2,
AND AGREED WELL RELATIVE TO EACH OTHER, BUT DID NOT FIT THE REMAINING MONUMENTATION FOUND AND
USED FOR THE RESOLUTION. IT APPEARS THAT SAID MONUMENTS 'A', 'B', AND'C' MAY HAVE BEEN AN ISOLATED
GROUP OF MONUMENTS SET IN ERROR, SINCE THEY DO NOT AGREE WITH RECORD PLAT DISTANCES TO
MONUMENTS AND WERE FOUND AND TIED PER SAID PLAT (MONUMENTS 131 AND 311).
LOT 184 1
(100.00')R3
98.26' —
LOT 185
(50.00')R3
51.89'
NOT HELD
BEARS S00'30'39"W
~USA~ 0.26' FROM
SECTION LINE
LEGEND
p
NC
IALC
INDEX FILE NO: 2-08q
ALPHANUMERIC
CORNER NUMBER: 22101400
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED
"TYE ENGINEERING", PER ()R1, UNLESS NOTE_ D OTHERWISE,
HELD UNLESS NOTED OTHERWISE.
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED
"TYE ENGINEERING", PER ()R2, UNLESS NOTED OTHERWISE,
HELD UNLESS NOTED OTHERWISE.
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED
"TYE ENGINEERING", PER ()R3, UNLESS NOTED OTHERWISE,
HELD UNLESS NOTED OTHERWISE -
FOUND MONUMENT AS NOTED
NO CAP
ILLEGIBLE ALUMINUM CAP
REFERENCES
( )R1
RECORD INFORMATION PER PLAT OF "HUNTINGTON
MEADOWS PHASES 1 AND 2, BY WILLIAM R. TYE, PLS 1789,
RECORDED 10/16/2003 AS INSTRUMENT NUMBER 2003-7191Z
DESCHUTES COUNTY OFFICIAL RECORDS, FILED 101172003
AS CS15580, DESCHUTES COUNTY SURVEYOR'S OFFICE.
( )R2
RECORD INFORMATION PER PLAT OF "HUNTINGTON
MEADOWS PHASES 6 AND 6, BY LINDA LEE MILLER, PLS 2513,
RECORDED 0221/2006 AS INSTRUMENT NUMBER 2006-11613,
DESCHUTES COUNTY OFFICIAL RECORDS, FILED 0222MM
AS CS16788, DESCHUTES COUNTY SURVEYOR'S OFFICE.
I
}
( )R3
RECORD INFORMATION PER PLAT OF "HUNTINGTON
MEADOWS PHASES 9 AND 10", BY LINDA LEE MILLER, PLS 2513,
RECORDED 10/15/2008 AS INSTRUMENT NUMBER 2008-4194Z
LOT 186 W LOT 187
LOT 188
DESCHUTES COUNTY OFFICIAL RECORDS, FILED 10/162008
J
AS CS17848, DESCHUTES COUNTY SURVEYOR'S OFFICE.
in
W
CL
W 1/16 SEC 14 AND 23
30.00')(30.00')
2-1/2" GLO BRASS CAP
(54.42')R3 R3 R3
(605.00')R3
1944", NOT HELD
54.47' 29.92' . 29.79' ,
604.98' �.
0 6 — —
NC NC
NOT HELD
BEARS N00'30'39"E
REGISTERED
0.39' FROM
PROFESSIONAL
SECTION LINE
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES
COUNTY SURVEYOR'SOREGON
OFFICE
CORNER RESTORATION RECORD
SHEET
2
SOUTHWEST CORNER SECTION 14
61150 S.E. 27TH STREET
BEND, OREGON 97702 PHONE 541-388-6581
T22S, R� OE, W.M.
of
PROJECT : CT149
'n
DATE:07-22-2025
DRAWN BY: JDP
CHECKED BY: MTM, KRS
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
2
F NAME: J: CAD Pro' is Surve OCRR—CORNER CARDS 22101400 CT149 S. Huntin ton DWG 22101400 CT149.dw