HomeMy WebLinkAboutOCRR 2069CORNER DESIGNATION
T17S R12E
13
SW Li
FOUND 1-1/2-
1/4 COR. ALUMINUM CAP IN
MONUMENT WELL
PER OCRR 0152
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ALUMINUM CAP IN
BRASS CAP IN
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MONUMENT WELL
MONUMENT WELL,
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PER OCRR 0161
MARKED PER
OCRR 0160
OCRR 1198
1 /4 COR. N89'5725"W 2668.18'
(MEAS & COCS)14
13
S89-36'04"E 2619.97' (MEAS & COCS) 1 /4 COR.
MONUMENT DETAIL
N89'57'25"W 2668.18' (CS20165) 23
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SET PER OCRR 161 ILLEGIBLE MARKINGS u
FOUND PER THIS OCRR 1.
SEE D.C.S_O. FIELD BOOK 2021, PAGES 56-58 �� C O
"- T17S R12E y
MAGNETIC DECLINATION: 14"E
(01
S14S13PERSONNEL PRESENT: KEVIN SAMUEL, PLSJACOB POWELL, PLSS23 S24
MATHEW MCCONNEL 1987 - V
JERROD DAVIS �G� LS 1020
YORS OF
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE AND REFERENCE THE
SECTION CORNER IN PREPARATION OF THE RE -PAVING OF BUTLER MARKET ROAD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND A 3-1/4" DIAMETER DESCHUTES COUNTY SURVEYOR'S OFFICE ALUMINUM CAP WITH ILLEGIBLE
CORNER MARKINGS, SET IN GROUT PER OCRR 0161, INSIDE A STANDARD CAST IRON MONUMENT
WELL, 0.2' UNDER ASPHALT SURFACE AT CENTERLINE -CENTERLINE OF HAMEHOOK ROAD AND NE
BUTLER MARKET ROAD, FROM WHICH:
5. FOUND A 3-1/4" DIAMETER ALUMINUM CAP IN CONCRETE, DOWN 0.8', MARKED
"DESCHUTES COUNTY CONTROL SURVEY BA0401979", BEARS S27°30'30'W 40.57'
(RECORD S27"29'51 "W 40.56' CALCULATED COCS INVERSE).
4. FOUND AND TIED A 60-D NAIL IN THE EAST FACE OF POWER POLE NUMBER 149060, UP 0.7',
BEARS N39058'30"W 55.55' (RECORD NW 47.10' PER OCRR 0161 AND DCRD 121). * RECORD
POLE APPEARS TO HAVE BEEN MOVED.
9. FOUND A DAMAGED 1" DIAMETER ROD IN BASALT OUTCROP, STEM OF USGS BENCHMARK
K 2 (PID QD0885), BEARS N24-45'00'W 109.38' (RECORD NW 109.28' PER OCRR 0161 AND
DCRD 121).
10. FOUND SW CORNER OF CONCRETE PORCH, BEARS N48"13'30"E 99.8T (RECORD NE 99.62,
PER OCRR 0161 AND DCRD 121).
12. FOUND 5/8" DIAMETER IRON ROD WITH NO CAP FLUSH IN ASPHALT, BEARS N90-00'00"W,
30.02' (RECORD N89-57-25-W 30.00' PER CS20165).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE FOUND 3-1/4" DIAMETER DESCHUTES COUNTY SURVEYOR'S OFFICE ALUMINUM
CAP AGREED WITH THE PUBLISHED COORDINATES PER THE 1992-1993 DESCHUTES COUNTY
CONTROL MARK DATA SHEET, AND AGREED WITH THE FOUND REFERENCES. FROM SAID MONUMENT:
3. SET A 5/8" DIAMETER X 30" IRON ROD WITH A 1-1/2" DIAMETER ALUMINUM CAP MARKED
"DESCHUTES CO. REF MON",BEARS N48-29-30"E 52.3T, FLUSH.
6. SET A 5/8" DIAMETER X 30" IRON ROD WITH A 1-1/2" DIAMETER ALUMINUM CAP MARKED
"DESCHUTES CO. REF MON",BEARS S44002'00"E 73AT, FLUSH.
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:
43000'00" N
LONGITUDE OF CENTRAL MERIDIAN:
121 o1 T00" 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)
SKETCH
120
YEOMAN ROAD
(GRAVEL SURFACE)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE 50
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 0 20 40
FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. SCALE 1 " = 20'
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1 /4 COR.
( 24' S89'33'50"E 2619.96' (CS19315)
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FOUND 2-1/2"
BRASS CAP IN
MONUMENT WELL
PER OCRR 0941
CORNER AS
PER RECORD
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COCS POINT #: 104 TYPE OF REPORT
COCS MARK NAME: 17121300
CONDITION ONLY:
la RENEWED:
NORTHING: 399113.7837 ift t0.041 SURVEYED IN:
FASTING: 3310467.3103 ift t0.025 REFERENCED OUT: X
ORTHO HT: 3439.2996 ift t0.051
THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ARE PER THE
1992-1993 PUBLISHED CONTROL DATA SHEET. FIELD OBSERVATIONS DERIVED
FROM THE ORGN AND THE DESCHUTES 13 TRANSFORMATION AGREED WITH
THESE COORDINATES WITHIN THE PUBLISHED STANDARD DEVIATION.
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1871
11-21-1906
04-08-1910
12-20-1926
1926
1926
NO DATE
05-13-1958
MAY 1967
02-26-1968
02-26-1968
NO DATE
06-15-1971
DEC 1971
05-26-1972
05-12-1975
05-12-1975
10-18-1977
11-21-1977
NO DATE
NO DATE
05-13-1986
03-20-1987
08-02-1991
NO DATE
1992-1993
BUTLER MARKET ROAD 06-23-1993
(ASPHALT SURFACE) m_n7_ia7,4
'24 — '---YELLOW STRIPING (TYP) 12-04-1998
\ 05-25-2001
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DESCHUTES COUNTY SURVEYOR'S OFFICE
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581
PROJECT : CT39 DATE:03-28-2024 DRAWN BY: JDP, JKD ICHECKED BY: JDP, KRS
FILE NAME: J:\CAD\Projects\Surveying\OCRR—CORNER CARDS 17121300 CT39 Hamehook & Butler Mkt Petrosa DWG 17121300 CT39 OCRR.dw
INDEX FILE NO:
ALPHANUMERIC
CORNER NUMBER:
ZOO
i 7v3i ann
GLO SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 16"x9"x6"
FOR CORNER TO SECTIONS 13, 14, 23, AND 24. FROM WHICH:
- A JUNIPER 9 INCHES DIAMETER BEARS S38°W 92 LINKS (60.721 DIST.
(RD00601) A. KOTZMAN COUNTY ROAD SURVEYOR'S REPORT BY FRED A. RICE. CENTERLINE CALL TO SECTION CORNER (MONUMENT NOT DESCRIBED).
(RD01263) W.G. WAUGH COUNTY ROAD SURVEYOR'S REPORT BY FRED A. RICE. POINT OF BEGINNING CALL TO SECTION CORNER (MONUMENT NOT
DESCRIBED, HOWEVER NOTES ROCK MARKED "R" ALONGSIDE CORNER).
(RD02349), BUTLER MARKET ROAD, DESCHUTES COUNTY FIELD BOOK #32, PAGE 30, SHOWS CORNER AS A CROSS IN ROCK AT STATION 190+93.6.
(RD01457) BUTLER MARKET ROAD NO. 5 ROLL MAP, LOCATED IN THE D.C.R.D. ENGINEERING VAULT, SHOWS X ON SECTION STONE. (REFERENCES FIELD
BOOKS 32-44, FIELD NOTES SHOW REFERENCES AS NOTED IN RD01795 AND ALSO APPEARS TO HAVE EDITS FROM LATER DATE THAT AGREE WITH LATER
COUNTY CORNER CARD 121)
(RD01795) BUTLER MARKET ROAD NO.5 PROFILE ROLL MAP, LOCATED IN THE D.C.R.D_ ENGINEERING VAULT, PI OF CURVE FROM WHICH:
- 5" JUNIPER 44.77'NORTHWEST
- 20" JUNIPER 62.15' SOUTHWEST
(CS02353) UNSIGNED SURVEY (UNKNOWN SURVEYOR), FOUND BTAND NAIL IN PAVEMENT.
(CS02387) SURVEY BY EDWARD RISEN, P.L.S_ 69, TIE TO CORNER, MONUMENT NOT DESCRIBED.
(CS11092) UNSIGNED SURVEY (UNKNOWN SURVEYOR), SHOWS PIN IN PAVEMENT
(RD01628) BUTLER MARKET EXTENSION TO BOYD ACRES ROAD ROLL MAP, LOCATED IN THE D.C.R.D. ENGINEERING VAULT, FOUND SPIKE IN PAVEMENT. -
(RD01629) BUTLER MARKET EXTENSION TO BOYD ACRES ROAD ROLL MAP, LOCATED IN THE D.C.R.D. ENGINEERING VAULT, FOUND SPIKE IN PAVEMENT.
(CS02739) SURVEY BY AUBREY E. PERRY, P.L.S. 142, SPIKE IN HIGHWAY, FROM WHICH:
- 20" JUNIPER STUMP S380W 60.9'
-1/2" PIN WEST 34.09'
(CS02756) SURVEY BY JAMES E. BUSSARD , P.L.S. 599 (LATER FILED ON 02-04-1982 AFTER IT WAS DISCOVERED THAT IT WASNT PREVIOUSLY FILED), FOUND
1-1/4" IRON PIPE (1967) ORIGINAL CORNER FOUND BY BOB GOULD 1N 1926. FROM WHICH:
- NAIL IN NORTH SIDE POWER POLE, NORTHWESTERLY 47.51'
- NAIL IN ORIGINAL BT STUMP, SOUTHWESTERLY 61.6T
(CS02730) SURVEY BY RICHARD H. GRAUE, P.L.S. 930, FOUND 1" REBAR WITH PUNCH MARK, FROM WHICH:
- 20" STUMP SOUTHWESTERLY 60.8'
(CS02723) SURVEY BY GEORGE COOK, P.L.S. 540, SHOWS TIE TO SECTION CORNER, NO MONUMENT DETAIL.
(CS02750) SURVEY BY JOHN H. EATON, P.L.S. 252, SHOWS STEEL BAR AT CORNER.
(CS02751) SURVEY BY JOHN H. EATON, P.L.S. 252, SHOWS 1-1/4" STEEL BAR AT CORNER.
(CS02734) SURVEY BY EDGAR W. GRAVES, P.L.S. 980, TIE TO CORNER, MONUMENT DESCRIPTION ILLEGIBLE ON SCAN OF SURVEY.
(CS02735) MAJOR PARTITION MJP-77-28 BY RICHARD L. BRYANT, P.L.S. 920, FOUND 1" IRON PIPE.
(CS02757) SURVEY BY GEORGE COLVIN, P.L.S. 1020, SHOWS TIE TO CORNER, MONUMENT NOT DESCRIBED.
CIRCA 1980 SECTION CORNER DESCRIPTION CARD 121 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPT.
ENGINEERING VAULT, SHOWS SET 1-1/8" IRON BAR, FROM WHICH:
- CONCRETE PORCH NORTHEAST 99.62'
- U.S.G.S. BENCHMARK NORTHWEST 109.28'
- POWER POLE NORTHWEST 47.10'
- B.T. 15" JUNIPER STUMP SOUTHWEST 61.38'
(CS02714) SURVEY BY RAYMOND E. OMAN, P.L.S. 702, SHOWS RECORD TIE TO CORNER PER MJP-77-28.
(OCRR 0161) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY GEORGE COLVIN, P.L.S. 1020, FOUND 1-5/8" IRON ROD, FLUSH WITH PAVEMENT,
AND RPS AS FOLLOWS:
- SOUTHWEST CORNER OF CONCRETE PORCH NORTHEAST 99.62'
- U.S-G.S. BM NORTHWEST 109.28'
- POWER POLE NORTHWEST 47.1 U
- B.T. 15" JUNIPER STUMP SOUTHWEST 61.38'
DROVE EXISTING IRON ROD DOWN AND GROUTED DESCHUTES COUNTY SURVEYORS OFFICE 3-1/4" ALUMINUM CAP OVER TOP, FLUSH WITH PAVEMENT, NEW
RP:
- DROVE 5/8" X 8" IRON ROD MARKED "RP" ON TOP, FLUSH WITH PAVEMENT, S52-E 4.45'.
(CS05038) PARTITION PLAT NUMBER 1991-68 BY DAVID K. BATEMAN, P.L.S. 1068, FOUND 3-1/4" DESCHUTES COUNTY ALUMINUM CAP IN PAVEMENT PER
CORNER RESTORATION CARD NUMBER 161.
UN -FILED, UNDATED, AND UNSTAMPED SURVEY BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE OF THE "N1/2 SECTION 24, T17S, R12E, WM". LOCATED IN
THE DESCHUTES COUNTY ROAD DEPARTMENT SURVEY VAULT AND IN DESCHUTES COUNTY MISCELLANEOUS RECORDS. FOUND 3" ALUMINUM CAP_
CONTROL MARK DATA 17121300, COGRID #104, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4" ALUMINUM CAP IN CONC. (REFERENCE NUMBER
OCRR 161)
(CS11527) PARTITION PLAT NUMBER 1993-42 BY ROBERT M. KARL, P.L.S. 1642, FOUND 2-1/2" ALUMINUM CAP IN PAVEMENT AS PER COUNTY SURVEYOR'S
OFFICE.
(CS11545) SURVEY BY GARY L. DEJARNATT, P.L.S. 2208, FOUND 3-1/4" DIAMETER ALUMINUM CAP REMONUMENTED BY GEORGE COLVIN, LS 1020, PER OCRR
DATED 3-20-1987.
(CS13480) SURVEY BY GEORGE W. COLVIN, JR., P.L.S. 1020, FOUND 3-1/4" ALUMINUM CAP PER OCRR DATED 3/20187.
(CS14505) SURVEY BY MICHAEL A. HOFFMANN, P.L_S. 57847, FOUND 3-1/4" ALUMINUM CAP PER OCRR NUMBER 161 DATED 3-20-87, ACCEPTED AS NORTHWEST
CORNER FOR SECTION 24.
(CS18600) SURVEY BY DIRK P. DURYEE, P.L.S. 65694, FOUND 3-1/4" DESCHUTES COUNTY ALUMINUM CAP IN MON-BOX PER OCRR CARD NUMBER 161.
(CS18769) SURVEY BY CHRISTOFER C. SHERBY, P.L.S. 74508, FOUND AND HELD 3-1/4" BRASS CAP IN CONCRETE 0.2" BELOW GROUND IN MONUMENT CASE
WITH COVER. (SEE OCRR INDEX 161, DATED 03/20187)
(CS20165) SURVEY BY MICHAEL S. KALINA, P.L.S. 89558, FOUND 3-1/4" ALUMINUM DISC IN MONUMENT BOX o31 o�t� G� O a Li
PER OCRR 0161, COCS #104,CONTROL POINT 17121300, N: 399113.78, E: 3310467.31. REGISTERED
(CS21287) SURVEY BY COREY PACHECO, P.L.S. 101863, FOUND 2-1/2" ALUMINUM CAP STAMPED 717S R12E S14 S13 PROFESSIONAL
S23 S241987 LS 1020", PER OCRR 161 LAND S U RVEYO R
O R E G O N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD sHEET
SOUTHWEST CORNER SECTION 13
T17S, R12E, W.M. OF
DESCHUTES COUNTY, OREGON 1
10-10-2013
10-10-2014
03-18-2020
03-21-2024