HomeMy WebLinkAboutOCRR 205803 02
COCS POINT #. 992 TYPE OF REPORT INDEX FILE NO: o s-
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COCS MARK NAME: 17121140
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CONDITION ONLY: ALPHANUMERIC
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16 RENEWED: CORNER NUMBER: 17121140
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RECORD NORTHING: 407051.90 ift t0.01 SURVEYED IN: X
RECORD EASTING: 3305131.30 ift t0.01 REFERENCED OUT: X
CORNER DESIGNATION
ADJUSTED ORTHO HT: 3390.59 ift t0.02
NOT TO SCALE
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THE HORIZONTAL COORDINATES SHOWN
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ABOVE ARE THE RECORD PUBLISHED
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COORDINATES PER COCS POINT 101 THAT
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WERE HELD TO RESET THE NEW MONUMENT.
THE ORTHO HEIGHT SHOWN IS THE ADJUSTED
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HEIGHT OF THE NEW MONUMENT DERIVED
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FROM A WEIGHTED AVERAGE DERIVED FROM A
SERIES OF THREE, FIVE MINUTE REAL TIME
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KINEMATIC (RTK) GNSS OBSERVATIONS.
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1/4 COR.
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MONUMENT DETAIL
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SCALE 1 " = 20'
FOUND
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HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
SET
08-31-1870
GLO SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO.141, SET STONE 14x8x8
E S C
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FOR 1/4 SECTION CORNER. (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE DESCRIBED IN GLO NOTES)
SEE D.C.S.O. FIELD BOOK2021, PAGE 31
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09-24-1979
(CS02339) MINOR LAND PARTITION MP-79-118, BY MICHAEL W. TYE, P.LS. 1046, ORIGINAL STONE.
MAGNETIC DECLINATION: 14"E
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PERSONNEL PRESENT: JACOB D. POWELL, PLS
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11JERROD
No
04-04-1980
(CS02345) SURVEY BY GEORGE J. COOK, P.L.S. 540, FOUND STONE WITH PK NAIL IN STONE MOUND.
DAVIS
N-30"
DBH JUNIPER N48'W 55.63'C,
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-15' DBH JUNIPER N81`E 5.99
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03-20-1987
OCRR 136 BY GEORGE W. COLVIN, JR., P.L.S.P.LS. 1020, FOUND 15"X14 X8 STONE IN STONE MOUND WITH PK NAIL IN TOP. STONE MARKED 1/4 ON WEST FACE.
FOUND 2 RPS AS DESCRIBED:
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11
-30" JUNIPER N48°W 55.63
-15" JUNIPER N81°E 5.99
15 14
SET 5/8" X 30" IRON ROD RISING 15" IN STONE MOUND AND TOPPED WITH DESCHUTES COUNTY SURVEYORS OFFICE 3-1/4" ALUMINUM CAP. ROD SET AT A
SLANT TO ACCOMMODATE FRACTURE IN ROCK LEDGE.
NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO REMONUMENT AND REFERENCE
OUT THE WEST ONE -QUARTER CORNER OF SECTION 11, T17S, R12E, WM_
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 50 IRON ROD, SET IN CRACK OF ROCK HARDPAN, PROJECTING 18" ABOVE THE SURFACE, 0.5'
WESTERLY OF PUBLISHED CENTRAL OREGON COORDINATE SYSTEM COORDINATES (COGS) FOR POINT 101.
ROD WAS ORIGINALLY SET AT A SLANT WITH AN ALUMINUM CAP BUT HAS SINCE BEEN DISTURBED WITH
CAP LYING ON THE GROUND. THE STONE MONUMENT WITH PK NAIL AND STONE MOUND WERE BOTH
DISTURBED AND SCATTERED, WITH STONE MONUMENT LYING SEVERAL FEET EAST OF THE CORNER.
FROM THE PUBLISHED COORDINATES FOR COCS POINT NUMBER 101:
1) FOUND 32' DIAMETER JUNIPER WITH HEALED BLAZE, BEARS N47-W TO CENTER OF TREE, N49-W 55.63
TO CHAINING NAIL LOCATED ON SOUTHWEST SIDE OF TREE 7" UP FROM GROUND (RECORD N48"
55.63'W CS02345). ADDED YELLOW BEARING TREE TAG TO FACE OF TREE.
2) FOUND 19' ROTTING SNAG APPROXIMATELY 5' HIGH WITH YELLOW BEARING TREE TAG, BEARS S88°E
TO CENTER OF TREE, N810E 5.99 TO CHAINING NAIL LOCATED ON NORTH SIDE BASE OF SNAG (RECORD
N81-E 5.99 CS02345). ADDED DESCHUTES COUNTY MONUMENT SIGN TO WEST FACE OF SNAG.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE PUBLISHED COCS COORDINATES AGREED WITH THE FOUND ACCESSORIES TO THE
CORNER. ACCEPTED THE POSITION OF PUBLISHED COCS COORDINATES AS BEST EVIDENCE OF THE
CORNER AND SET A 5W X 24" IRON ROD WITH 3-1/4" ALUMINUM CAP, STAMPED AS SHOWN, 15' INTO
DRILLED ROCK HARDPAN. RAISED A 3 DIAMETER COLLAR OF STONE 9" HIGH AROUND MONUMENT
DEPOSITING THE STONE MONUMENT ON ITS SIDE UNDER THE COLLAR OF STONE WEST OF THE NEW
MONUMENT.
FROM WHICH:
3) SET A MAG NAIL WITH A 1-1/4" BRASS WASHER INSCRIBED "COUNTY SURVEYOR" IN EAST FACE OF
ROCK OUTCROP,17 UP FROM GROUND, BEARS S66'31'W 85.70' FROM CORNER.
4) SET A MAG NAIL WITH 1-1/4" BRASS WASHER INSCRIBED "COUNTY SURVEYOR" IN SOUTHWEST FACE OF
ROCK OUTCROP,12' UP FROM GROUND, BEARS N30.2TE 53.19 FROM CORNER.
5) SET A CHAINING NAIL BEING A MAG NAIL WITH 1 /4" BRASS WASHER INSCRIBED "COUNTY SURVEYOR",
1(r UP THE NORTHEASTERLY SIDE OF A 17" DIAMETER JUNIPER, SAID JUNIPER BEARS S33046E TO
CENTER OF TREE AND S34051'E 40.5l' TO CHAINING NAIL. ADDED YELLOW BEARING TREE TAG TO FACE
OF TREE.
6) RAISED A 3 DIAMETER MOUND OF STONE 18" HIGH, 5 WEST OF CORNER.
NOTE: BEARINGS MEASURED TO THE NEAREST MINUTE BY GPS AND TOTAL STATION.
SKETCH 1992-1993 CONTROL MARK DATA 17121140, COGRID #101, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-114" ALUMINUM CAP ON 5/g' IRON ROD IN ROCK
PILE UP 15" ABOVE GROUND.
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05-17-2005 (CS16394) SURVEY BY MICHAEL A. HOFFMANN, P.L.S. 57847, FOUND 3-1/4" ALUMINUM CAP PER O.C.R.R_ 136; ACCEPTED AS W1/4 CORNER SECTION 11.
12-07-2007 (CS17585) PARTITION PLAT NUMBER 2007-78, BY DANIEL E. WOBBE, P.LS. 2825, FOUND IRON ROD WITH 3-1/4" DIAMETER ALUMINUM CAP. [O.C.R.R. NO. 136
ON FILE AT THE DESCHUTES COUNTY SURVEYORS OFFICE]
12-22-2009 (CS18090) PARTITION PLAT NUMBER 2009-39, BY SCOTT C. BOLDUC, P.L.S. 79288, FOUND IRON ROD WITH 3-1/4" DIAMETER ALUMINUM CAP PER CS17585.
06-25-2010 (CS18170) PARTITION PLAT NUMBER 2010-10, BY CHRISTOFER C. SHERBY, P.L-S. 74508, FOUND AND HELD 34W ALUMINUM CAP PER CS18090.
10-17-2011 (CS18324) PLAT OF "JUNIPER RIDGE EMPLOYMENT SUBDISTRICT PHASE 1", BY CHRISTOFER C. SHERBY, P.LS. 74508, FOUND AND HELD 3-1/4" ALUMINUM
CAP PER CS18090.
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:
43000'00" 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 GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS
USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS 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.
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
� OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYORS OFFICE 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 WEST 1/4 CORNER SECTION 11
T17S, R12E, W.M. of
PROJECT : CT81 DATE:04-27-2023 IDRAWN BY: JDP CHECKED BY: KRS DESCHUTES COUNTY, OREGON
FILE NAME: J: OCRR-CORNER CARDS 17121140 CT81 Juniper Rid a-COID DWG 17121140 CT81 OCRR.dw