HomeMy WebLinkAboutOCRR 2088MOLM
TYPE OF REPORT
SEE D.C.S.O. FIELD BOOK 2025, PROJECT GT131
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT:
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JACOB POWELL, PLS
MATHEW McCONNELL
CORNER DESIGNATION
T22S R10E
2
S1/4
FOUND MONUMENT DETAIL
�S 103�
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO VISIT THE CORNER, REPORT ITS CURRENT CONDITION,
AND TIE IT TO THE CENTRAL OREGON COORDINATE SYSTEM.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2" BRASS CAP ON 2" IRON PIPE, STAMPED AS SHOWN ABOVE
103. FOUND 9" DIAMETER LODGEPOLE PINE (STANDING DEAD) WITH PARTIALLY HEALED DOUBLE BLAZE AND PARTIAL VISIBLE
SCRIBING ON SOUTHWESTERLY FACE, WITH BEARING TREE TAG, BEARS N58008WE TO CENTER OF TREE, N59.10WE 22-9
TO SOUTHEASTERLY SIDE CENTER OF TREE. (RECORD N600E 228' CSO4806), (N580E 22.9 BLM 2004).
105. FOUND 16' DIAMETER LODGEPOLE PINE WITH HEALED BLAZE ON NORTHWESTERLY FACE, WITH BEARING TREE TAG, BEARS
S42044'00'E TO CENTER OF TREE, S41.31WE 27.3' TO SOUTHWESTERLY SIDE CENTER OF TREE RECORD (S4(0E 27.1'
CSO4806), (S42-120E 27.1' BLM 2004)
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
1. SET A 60D TEMPORARY CONTROL SPIKE BEARS N15007'00"E 196.81'.
2 SET A 60D TEMPORARY CONTROL SPIKE BEARS N5504900"W 240.98'.
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:
FOUND 2" BRASS CAP
PER CSO4806
FOUND 2" BRASS CAP
PER CSO4806
1/4 COR. S88'19'52"E 2583.84' (MEAS) 02 01
S88'29'48"E 2584.14' (CSO4806) 11 12
S88'19'58"E 2583.95' (CS14655)
SKETCH
LINEAR UNIT.
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000W N E
LONGITUDE OF CENTRAL MERIDIAN:
121*1T00" W 0
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.
(MEAS) TIE TO
ADJACENT CORNER IS
PER SINGLE GNSS
OBSERVATION USING
ORGN
SECTION 2
SECTION 11
10 20
SCALE 1" = 10'
m
103
COCS POINT
COCS MARK NAME:
NORTHING:
EASTING:
ORTHO HT:
TRANSFORMATION:
1v
251,238.38 ift t0.01
3,243,846.93 ift t0.01
4,224.15 ift t0.01
DESCHUTES 13
CONDITION ONLY: X
RENEWED:
SURVEYED IN:
REFERENCED OUT:
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.
INDEX FILE NO: 2I)a vacc)
ALPHANUMERIC
CORNER NUMBER: 22100204
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
07-27-1868 ORIGINAL (GLO) SUBDIVISION OF T22S, R10E, WILLAMETTE MERIDIAN, D. THOMPSON, DEPUTY SURVEYOR,
UNDER JOINT CONTRACT NO. 124, SET 114 SECTION POST FROM WHICH:
- A PINE 8 INCHES DIAMETER BEARS N10-E 24 LINKS (15.8471) DISTANCE
- A PINE 8 INCHES DIAMETER BEARS S100E 9 LINKS (5.94't) DISTANCE
NO DATE (CSO4777) SECTION BREAKDOWN BY AUBREY PERRY, PE 00142, FOUND OLD STAKE C SQUARE AND STEEL PIN
FROM WHICH:
- 8" PINE BEARS N100E 24 LINKS LYING ON GROUND
- ORIGINAL 8" PINE BT BEARS S100E 9 LINKS
- PT ON EAST SIDE OF PAVEMENT BEARS N56023'15W
10-19-1977 (CSO4806) SURVEY BY W.C. KAUFFMAN, PLS 01031, FOUND 12" IRON ROD, FROM WHICH:
- FOUND BT DEAD AND DOWN BEARS N140E 15.T
- FOUND BT DEAD AND DOWN BEARS S190E 4.4'
SET 2" X 36" IRON PIPE WITH BRASS CAP, FROM WHICH:
- SCRIBED BT 6' LODGEPOLE PINE BEARS N600E 228'
- SCRIBED BT 6' LODGEPOLE PINE BEARS S400E 27.1'
(SEE CIRCA 1980 DESCHUTES COUNTY SECTION CORNER DESCRIPTION CARD 25Z DESCHUTES COUNTY ROAD
DEPARTMENT ENGINEERING VAULT, SAME INFORMATION)
02-22-1982 (CSO4776) MINOR LAND PARTITION MP-81-59 BY GEORGE COLVIN, PLS 01020, SHOWS TIE TO THE CORNER, NO
MONUMENT DESCRIPTION
04-13-1999 (CS14437 FILED 04-10-2001) BLM SUPPLEMENTAL PLAT OF SECTIONS 1, 2, AND 11, BY BUREAU OF LAND
MANAGEMENT (BLM), SHOW TIES TO THE CORNER, NO MONUMENT DESCRIPTION
10-16-2001 (CS14655) SURVEY BY W.C. KAUFFMAN, PLS 01031, FOUND 2" BRASS CAP ON 2' IRON PIPE, UP 3'
05-28-2004 (CS16296) FILED 0218-2005, BLM DEPENDENT RESURVEY, SUBDIVISION OF SECTIONS 10 AND 11, AND
METES -AND -BOUNDS BY RICHARD S. KAISER, CADASTRAL SURVEYOR, PURSUANT TO SPECIAL INSTRUCTIONS
DATED SEPTEMBER 24, 2003 AND SUPPLEMENTAL SPECIAL INSTRUCTIONS DATED JANUARY 20, 2004, UNDER
GROUP NUMBER 2064, OREGON, FOUND IRON POST, 2 INCHES DIAMETER, FIRMLY SET, PROJECTING 4 INCHES
ABOVE THE GROUND, WITH A BRASS CAP MARKED "T22SR10E 114 2111 LS 1031" FROM WHICH BEARING TREES
MARKED BY KAUFFMAN IN 1977:
- A PINE, 8 INCHES DIAMETER, BEARS N580E 22.9 FEET DISTANCE, WITH SCRIBE MARKS "S2 Br VISIBLE ON A
PARTIALLY OPENED DOUBLE BLAZE
- A PINE, 8 INCHES DIAMETER, BEARS S42-1/20E 27.1 FEET DISTANCE, WITH SCRIBE MARKS "S11 BTA VISIBLE
ON A PARTIALLY OPENED DOUBLE BLAZE
01-04-2019 (CS19832) PLAT OF "CRESCENT CREEK NO.4" BY BRIAN C. COURSEN, PLS 86998, FOUND 2' BRASS CAP ON 2'
IRON PIPE
02-05-2021 (CS20456) PLAT OF "CRESCENT CREEK NO.5" BY MICHAEL S. KALINA, PLS 89558, FOUND 2' BRASS CAP ON 2'
IRON PIPE
03-M2024 (GS21277) PARTITION PLAT NUMBER 2024-7 BY JOHN T. HAGLUND, PLS 55= SHOWS CALCULATED POSITION OF
CORNER. CORNER NOT TIED.
05-13-2025 (CS21531) PARTITION PLAT NUMBER 2025-13 BY TYLER C. PUZEY, PLS 95383, SHOWS TIE TO CORNER, 2' BRASS
CAP.
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
O R E G O N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31 /2026
DESCHUTES COUNTY SURVEYOR'S OFFICE OREGON CORNER RESTORATION RECORD SHEET
00
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 SOUTH ONE -QUARTER CORNER SECTION 2
T22S, R10E, W.M. OF
PROJECT : CT131 DATE:07-23-2025 DRAWN BY: JDP CHECKED BY: KRS CITY OF LA PINE, DESCHUTES COUNTY, OREGON
FILE NAME: J: CAD Pro' cts Surve in OCRR—CORNER CARDS 22100204 CT131 Habitat La Pine DWG 22100204 CT131 OCRR.dw