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Home My WebLink AboutOCRR 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. rn N Uj N N 3:: 3 N !� N U 0 0 0 0 z z 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: J 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 Q 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