HomeMy WebLinkAboutOCRR 2065TYPE OF REPORT
INDEX FILE NO:
20(57
CORNER DESIGNATION
T17S R13E
F
18
SW 4
SEE D.C.S.O. FIELD BOOK 2021, PAGES 49-51
MAGNETIC DECLINATION: 14°E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JACOB POWELL, PLS
JERROD DAVIS
MATHEW MCCONNELL
FOUND 3-1/4- BRASS CAP IN FOUND 1-1/4- IRON ROD FOUND 3-1 /4"ALUMINUM CAP IN
MONUMENT WELL, MARKED PER IN MONUMENT WELL, PER MONUMENT WELL, MARKED PER
OCRR 1198 THIS OCRR OCRR 20 biro.
1 /4 COR. N89'43'25"W 2633.26' (MEAS & COCS) 13 18 S89'58'19"E 2641.13' (MEAS & COCS) 1 /4 COR.
N89'41'12"W 2633.37' (CS19315) 9411 19
NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO ADD A MONUMENT WELL
AND REFERENCE THE SECTION CORNER IN PREPARATION OF THE RE -PAVING OF BUTLER MARKET
ROAD.
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S89'29'46"E 2641.26' (CS06102)
FOUND 5/8" IRON ROD WITH
1 /4 COR. 3-1/4-ALUMINUM CAP IN
MONUMENT WELL, MARKED PER
SKETCH OCRR 2060
DESCRIPTION OF CORNER EVIDENCE FOUND: W
FOUND 3-1/4" ILLEGIBLE AND DAMAGED ALUMINUM CAP SET IN GROUT UNDER PAVEMENT PER OCRR Q a
0162. REMOVED 3-1/4" ALUMINUM CAP AND GROUT AND EXPOSED THE EXISTING 1-1/4" DIAMETER IRON 0 j
ROD PER DESCHUTES COUNTY SECTION CORNER CARD 120 (RECORD 1-1/8" DIAMETER OCRR 0162, U
DCRD 120), FROM WHICH:
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3 ¢ 18
POLE
17. FOUND 24" DIAMETER JUNIPER STUMP, BEARS S22-43'00"W, 49.8T TO TOP CENTER OF = 1 f
STUMP, (RECORD S23-W, 49.46' OCRR 0162, 49.40' DCRD 120). Q ( P 180000
210. FOUND 3-1/4" DIAMETER ALUMINUM CAP MARKED "DESCHUTES COUNTY CONTROL SURVEY
MONUMENT BA060 1980", BEARS S38"34'00"E, 28.20' (RECORD S37-E, 28.20' OCRR 0162).
14. FOUND NORTHWEST CORNER OF YOUNG SCHOOL, BEARS S48"30'30"E, 188.66' (RECORD
188.80' DCRD 120).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE FOUND 1-1/4" IRON ROD AGREED WITH PUBLISHED COCS COORDINATES AND
WITH THE FOUND REFERENCES. HELD THE FOUND 1-1/4" IRON ROD AND ADDED A CENTER PUNCH, AND
INSTALLED A STANDARD CAST IRON MONUMENT WELL, FROM WHICH:
18. SET 2" MAG NAIL WITH 1-1/2" DIAMETER BRASS WASHER, MARKED "DCSO", ON SOUTHEAST
SIDE OF POWER POLE 180000, UP 2.0% BEARS N44-52'00"E, 38AT TO NAIL AND WASHER.
ORIGINAL POLE AT NE SIDE OF INTERSECTION APPEARS TO HAVE BEEN MOVED (LAST
REPORTED N240E 30.15' PER OCRR 0162).
3. SET 5/8" X 24" IRON ROD WITH 1-1/2" DIAMETER ALUMINUM CAP MARKED " DESCHUTES
COUNTY REF MON", FLUSH, BEARS N42°01'30"W, 36.68.
15. SET 2" MAG NAIL WITH 1-1/2" DIAMETER BRASS WASHER, MARKED "DCSO", ON WEST SIDE OF
POWER POLE 116191, UP 2.45', BEARS S20-36'00"W, 52.09 TO NAIL AND WASHER.
INSTALLED A STANDARD CAST IRON MONUMENT WELL OVER THE FOUND REFERENCE 210
(DESCHUTES COUNTY CONTROL SURVEY MOUNUMENT BA060)
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:
12I*1T00" 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 13
S 24
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Y
0
Vam
I
S18
COCS POINT*
COCS MARK NAME:
NORTHING:
EASTING:
ORTHO HT:
TRANSFORMATION:
1000
17131800
1Q
399082.84 ift t0.02
3315720.45 ift t0.02
3460.11 A t0.05
DESCHUTES13
THE COORDINATES SHOWN ABOVE ARE PER
TIES FROM A LEAST SQUARES ADJUSTED
PROJECT CONTROL NETWORK DERIVED FROM
INTEGRATED REAL TIME KINEMATICS (RTK) AND
TOTAL STATION TIES.
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870
04-08-1910
03-28-1951
11-01-1956
NO DATE
03-14-1961
05/1961
05/1967
07-23-1974
08-31-1976
NO DATE
01-30-1980
02-09-1981
S�- 19 -
BUTLER MARKET ROAD
YELLOW STRIPING (TYP) 02-04-1982
\� (ASPHALT SURFACE)
21 \
. ...... ...... ...... ......
0 30 60
SCALE 1" = 30'
T
YOUNG SCHOOL
04-26-1982
06-10-1982
06-07-1983
11-18-1985
03-20-1987
05-01-1988
05-10-1989
05-10-1989
10-20-1991
0"14 992
1992-1993
12 22-1999
11-07-2001
07-09-2002
03-14-2017
CONDITION ONLY:
RENEWED:
SURVEYED IN:
REFERENCED OUT: X
ALPHANUMERIC
CORNER NUMBER:
17131800
GLO SURVEY OF THE EXTERIOR BOUNDARY LINES OF T16S, R10, 11, AND 12E, T17S, R11, 12, AND 13E, AND T18, R13E, WILLAMETTE MERIDIAN, BY GEORGE W.
NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 16"x8W FOR CORNER TO SECTIONS 18 AND 19, FROM WHICH:
A JUNIPER 201NCH DIAMETER BEARS N79"W 75 LINKS (49.501 DISTANCE.
(RD01263) W. G. WAUGH COUNTY ROAD SURVEYOR'S REPORT, BY FRED A. RICE., COUNTY SURVEYOR, GIVES CENTERLINE TO THE CORNER OF SECTIONS 13
AND 24, T17S, R12E, AND 18 AND 19, T17S, R13E, W.M., NO MONUMENT DESCRIPTION.
(RD03659) DICKEY ROAD, DESCHUTES COUNTY FIELD BOOK D, PG 198, SHOWS SPIKE IN PI OF BUTLER AND DICKEY ROADS.
(CS02352) SURVEY BY DONALD S. KNOWLES, P.L.S. 331, SHOWS TIE TO THE CORNER, NO MONUMENT DESCRIPTION.
(CS02353) SECTION BREAKDOWN, UNKNOWN SURVEYOR, SHOWS TIE TO THE CORNER, CALLS PIN UNDER PAVEMENT.
(CS02360) SURVEY BY ROBERT L. COATS, P.E. 3274, SPIKE UNDER PAVEMENT IN CENTER OF ROAD.
(CS03157) SURVEY BY WILLIAM HUDSON, P.E_ 2747, SPIKE UNDER PAVEMENT, FROM WHICH:
-FENCE CORNER BEARS NW 36.35'.
-POLE BEARS NE 30.10'.
-FENCE CORNER BEARS SW 36.5'.
(CS11092) SURVEY BY UNKNOWN SURVEYOR, SHOWS PIN UNDER PAVEMENT.
(CS02358) SURVEY BY GEORGE J. COOK, P.L.S. 540, FOUND 1-1/4" IRON ROD.
(CS02365) SURVEY BY MICHAEL W. TYE, P.L_S. 1046, FOUND 1-1/4" IRON ROD.
CIRCA 1980, SECTION CORNER DESCRIPTION CARD 120 BY DESCHUTES COUNTY ROAD DEPT. (UNOFFICAL RECORD), LOCATED AT THE DESCHUTES COUNTY
ROAD DEPT. ENGINEERING VAULT, SHOWS SET 1-1/8" IRON BAR, FROM WHICH:
-UNIDENTIFIED REFERENCE BEARS NW 31.16'.
-10" JUNIPER BEARS SW 49.40'.
-NAIL AND SHINER IN NW EDGE OF RETAINING WALL BEARS SE 148.61'.
-NW CORNER YOUNG SCHOOL BEARS SE 188.80'.
-NAIL AND SHINER IN POWER POLE BEARS NW 101.77'.
-NAIL AND SHINER IN POWER POLE BEARS NE 30.17'.
THIS CORNER CARD REFERS TO ATTACHED CORNER CARD 1568 BY TENNESON ENGINEERING WHICH SHOWS FOUND SPIKE DOWN 0.2 FROM WHICH:
-NAIL IN 16" JUNIPER BEARS SW 57.90'.
-FENCE CORNER POST BEARS SW 36.75'.
(CS03149) SURVEY BY GEORGE J. COOK, P.L.S. 540, FOUND 1" IRON ROD, FROM WHICH:
-SET NAIL FENCE CORNER BEARS N36'W 36.51'.
-SET NAIL UTILITY POLE BEARS N23"E 30.OT.
-SET NAIL IN 12" JUNIPER BEARS S220W 49.41'.
(CS03105) SURVEY BY GARY W. HICKMAN, P.L.S. 1678, FOUND RAILROAD SPIKE AT INTERSECTION OF BUTLER MARKER AND DICKEY ROAD, FOUND RPS:
-A WASHER IN FACE OF POWER POLE BEARS N240E 30.15'.
-NAIL IN SIDE OF FENCE BEARS N34.50W 36.51'.
A 13" JUNIPER WITH WASHER IN FACE BEARS S23°W 49.46'.
(CS02756) SURVEY BY JAMES E. BUSSARD, P.L.S. 599, FOUND 1-1/4" IRON PIPE REMONUMENTED BY COUNTY IN 1967, FROM WHICH:
-NAIL AND SHINER IN FACE OF 8" JUNIPER, BEARS NW* 49.40' (*APPARENT ERROR, SHOULD BE SKO.
-CORNER FENCE POST BEARS NW 36.13'_
-NAIL IN WEST SIDE POWER POLE, BEARS NE* 102.22' *(APPARENT ERROR, SHOULD BE NK9.
-NAIL IN EAST SIDE POWER POLE, BEARS SE" 30.51' (*APPARENT ERROR, SHOULD BE NE).
(CS02362) MAJOR PARTITION MJP-82-1 BY BA. SUTTON, P.L.S. 1848, FOUND RAILROAD SPIKE.
(CS03150) MAJOR PARTITION MJP-81-16 BY EDGAR W. GRAVES, P.L.S_ 980, FOUND 1" IRON ROD.
(CS06102) PLAT OF "BUTLER" BY ROBERT R. POVEY, P.L.S.1652, SHOWS A 1-1/8" ROD.
(CS03151) MINOR PARTITION MP-84-17 BY EDGAR W. GRAVES, P.L.S. 980, FOUND 1" IRON ROD IN PAVEMENT.
(OCRR 0162) OREGON CORNER RESTORATION RECORD BY GEORGE W. COLVIN JR., P.L.S. 1020, FOUND 1-1/8" IRON ROD AND 3 RPS AS DESCRIBED:
-POWER POLE N240E 30.15'.
-NAIL IN SIDE OF FENCE N34-112OW 36.51'.
-13" JUNIPER S230W 49.46'.
DROVE EXISTING IRON ROD DOWN AND GROUTED DESCHUTES COUNTY SURVEYORS OFFICE 3-1/4" ALUMINUM CAP, FLUSH WITH PAVEMENT, NEW RP:
-DESCHUTES COUNTY CONTROL SURVEY MONUMENT NO. BA060 S370E 28.20'.
(CS03122) MAJOR PARTITION MJP-86-2 BY GEORGE J. COOK, P.L.S_ 540, SHOWS A RAILROAD SPIKE.
(CS02753) SURVEY BY ROBERT M. KARL, P.L_S. 1642, FOUND 3-1/4" COUNTY SURVEY ALUMINUM CAP IN ROAD CENTERLINE.
(CS03117) SURVEY BY ROBERT M. KARL, P.L.S. 1642, FOUND 3-1/4" DESCHUTES COUNTY SURVEYOR ALUMINUM CAP.
(CS03115) SURVEY BY ROBERT M. KARL, P_L_S. 1642, FOUND 3-1/4" DESCHUTES COUNTY SURVEYOR ALUMINUM CAP.
(CS10972) SURVEY BY RUSSELL M. KARL JR_, P.L.S. 2257, FOUND 3" DESCHUTES COUNTY ALUMINUM CAP.
CONTROL MARK DATA 17131800, COGRID #158, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4" ALUMINUM CAP IN CENTERLINE -CENTERLINE ROAD
SURFACE. (REFERENCE NUMBER OCRR 162).
(CS13891) SURVEY BY ROBERT E. BAXTER, P.L.S. 2041, SHOWS CORNER, AND BEARING AND DISTANCE, BUT NOTES NOT TIED PER SURVEY, NO MONUMENT
DESCRIPTION.
(CS14696) SURVEY BY RUSSELL M. KARL JR_, P.L.S. 2257, SHOWS SECTION CORNER AS NOT FOUND.
(CS15017) SURVEY BY RUSSELL M. KARL JR., P.L.S. 2257, SHOWS SECTION CORNER AS NOT FOUND. O3/C7 OZ I
(CS19315) SURVEY BY JERRY D. STICHLER, P.L.S. 2527, FOUND 3-1/4" ALUMINUM CAP PER OCRR NO.162 REGISTERED
BY GEORGE W. COLVIN JR.
PROFESSIONAL
LAND SURVEYOR
9 J�
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
00 SOUTHWEST CORNER SECTION 18
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R13E, W.M. OF
ERECT : CT86 DATE:03-07-2024 DRAWN BY: JDP,JKD CHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON
ME: J: CAD Pro' cts Surve in OCRR-CORNER CARDS 17131800 CT86 Butler Mkt - Silvis -Dicke DWG 17131800 CT86 OCRR.dw