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Home My WebLink AboutOCRR 2066SEE D.C.S.O. FIELD BOOK 2021, PAGE 52-55 MAGNETIC DECLINATION: 140E PERSONNEL PRESENT: KEVIN SAMUEL, PLS JACOB POWELL, PLS JERROD DAVIS MATHEW MCCONNELL CORNER DESIGNATION T17S R13E 18 L o - S 1/4 FOUND MONUMENT DETAIL 2-1/2" BRASS CAP PER CS06102 T17S R13E 1/4- 18 S 19 LS 1652 1983 SET MONUMENT DETAIL Es 60 2 T17S R13E 41 � 0 1/4-S n 1$ N S 19 G 2023 41 �G 90744PLS Fro R S of NARRATIVE THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO INSTALL A MONUMENT WELL AND TO REMONUMENT AND REFERENCE THE SOUTH 1/4 CORNER OF SECTION 18, T17S, R13E, W.M., IN PREPARATION FOR THE RE -PAVING OF BUTLER MARKET ROAD. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 5/8" X 4-1/4" REBAR PER OCRR 1760. REMOVED SAID REBAR, AND FOUND 2-1/2" BRASS CAP WITH 2" STUD SET IN ASPHALT PER PLAT OF "BUTLER" (CS06102) STAMPED AS SHOWN. REMOVED SAID BRASS CAP WITH STUD AND FOUND 5/8" DIAMETER REBAR PER MANSFIELD'S CORNER BOOK, DOWN 9-1/2" BELOW ASPHALT SURFACE, FROM WHICH: 10) FOUND NAIL & DOUBLE STACKED WASHERS IN NORTH FACE OF 4-X4" FENCE POST, UP 3.00', TOP WASHER STEEL, AND BOTTOM WASHER GALVANIZED WITH STAMPING "KARL LS 2257", BEARS S10027'30'W 40.62' (RECORD S200W 40.8', OCRR 1760). 14) FOUND NAIL & DOUBLE STACKED WASHERS IN NE FACE OF POWER POLE #184001, UP 2.00% TOP WASHER STEEL, AND BOTTOM WASHER GALVANIZED WITH STAMPING "KARL LS 225T', BEARS N58000'00-W 39.51' (RECORD N540W 39.7, OCRR 1760). 17) FOUND PK NAIL IN HEALED BLAZE ON NE FACE OF 24" JUNIPER, UP 3.70, BEARS N2304T30"W 75.63' (RECORD NW 75.68, CS03143) (N230W 75.65', CS03105). 16) FOUND NAIL & BRASS WASHER IN HEALED BLAZE ON SE FACE OF 22" JUNIPER, UP 4.59', STAMPED "LS 2033", BEARS NI0-08-00-W 42.82' (RECORD N80W 42.72', OCRR 0939). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: REMOVED FOUND 5/8" X 4-1/4" REBAR, AND 2-1/2" BRASS CAP WITH 2" STUD. LEFT THE LOWER MANSFIELD 5/8" DIAMETER REBAR IN PLACE AND SET A 3-1/4" ALUMINUM CAP ON EXISTING REBAR MARKED AS SHOWN ABOVE, IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH: 4) SET 5/8" X 24" IRON ROD WITH 1-1/2" DIAMETER ALUMINUM CAP MARKED "DESCHUTES COUNTY REF MON" FLUSH AT TOE OF EMBANKMENT, BEARS N5103W30"E 37.15'. 12) SET MAG NAIL WITH 1-1/2" DIAMETER BRASS WASHER MARKED "DCSO" IN WEST FACE OF UTILITY POLE #10769, UP 2.6% BEARS S3800T00"E 49.08'. 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 (COGS) THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT: INTERNATIONAL FOOT (d) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43000'00" N LONGITUDE OF CENTRAL MERIDIAN: 12101 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) 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. FOUND 1-1/4" IRON ROD AS FOUND PER OCRR ZO 4 � SEC. COR. 13 18 24 19 N89'58'19"W 2641.13' (MEAS & COCS) N89'29'46"W 2641.26' (CS06102) SECTION 18 SECTION 19 THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ARE THE RESULTING VALUES FOR THE POINT PER A LOCAL LEAST SQUARES ADJUSTED PROJECT CONTROL NETWORK DERIVED FROM INTEGRATED REAL TIME KINEMATICS (RTK) AND TOTAL STATION TIES. SET 3-1/4" ALUMINUM CAP PER THIS OCRR 1/4 COR. 18 -00O94 19 BUTLER MARKET ROAD YELLOW STRIPING (TYP) \ (ASPHALT SURFACE) BARBED WIRE FENCE SCALE: 1 "= 20 FEET 20 0 4 10 20 10 UTILITY POLE #10769 12 COCS POINT #: 1001 COCS MARK NAME: 17131804 1Q NORTHING: 399,084.13 ift t0.02 EASTING: 3,318,361.58 ift t0.02 ORTHO HT: 3,453.16 ift t0.04 TRANSFORMATION: DESCHUTES 13 TYPE OF REPORT CONDITION ONLY. RENEWED: X SURVEYED IN: REFERENCED OUT: X INDEX FILE NO: ALPHANUMERIC CORNER NUMBER: Zo(04 17131804 HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 08-31-1870 GLO SUBDIVISION T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 13"x9"x6" FOR 1/4 SEC. COR. (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE NOTED IN THE GLO NOTES). 04-08-1910 (RD01263) W.G. WAUGH COUNTY ROAD, SURVEYOR'S REPORT, BY FRED A. RICE, COUNTY SURVEYOR, SHOWS TIE TO THE 1/4 CORNER OF SECTIONS 18 AND 19, T17S, R13E, W.M., NO MONUMENT DESCRIPTION. 10-10-1912 (RD00145) O.C. CARDWELL COUNTY ROAD, SURVEYOR'S REPORT BY FRED A. RICE, COUNTY SURVEYOR, SET ROCK MARKED "R" AT S 1/4 CORNER SECTION 18, AS POINT OF BEGINNING. 05-20-1964 (CS03143) SURVEY BY J. HAWTHORNE, PLS 454, SHOWS A SPIKE, FROM WHICH: - A 22" JUNIPER BEARS NW 75.68' (MAP SHOWS TIE TO EAST FACE) - - A POWER POLE BEARS NW 40.44' (MAP SHOWS TIE TO SOUTH WESTERLY FACE) - A 4" JUNIPER BEARS SW 39.90' (MAP SHOWS TIE TO SOUTH EASTERLY FACE) 12-19-1965 (CS03142) SURVEY BY J. HAWTHORNE, SHOWS A 1/2" REBAR. NO DATE MANSFIELD'S CORNER BOOK BY E.G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE, DIAGRAM FOR T17S R13E SEC. 18, SET 5/8" I.R. FROM J. HAWTHORNE TIES, FROM WHICH: - P.K. IN 22" JUNIPER, BEARS NW 75.68' - POLE STUMP, BEARS NW 40.44' 09-13-1978 (CS06433) PLAT OF "CLASSIC ESTATES" BY MICHAEL TYE, PLS 1046, SHOWS A 5/8" ROD AND PLASTIC CAP. 09-15-1978 (CS03119) SURVEY BY MICHAEL TYE, PLS 1046, FOUND 1" YELLOW PLASTIC CAP. 01-23-1979 (CS03123) RESURVEY AND SECTION SUBDIVISION BY MICHAEL TYE, PLS 1046, FOUND 1" YELLOW PLASTIC CAP. 03-14-1979 (CS03120) MAJOR PARTITION MJP-79-5 BY W. ROBINSON, PLS 1554, SHOWS 1-1/4" ALUMINUM CAP 01-30-1980 (CS03149) SURVEY BY GEORGE COOK, PLS 540, FND 5/8" IRON ROD, FROM WHICH: - SET NAIL OLD UTILITY POLE STUB, BEARS N570W 40.44' - SET NAIL IN CORNER FENCE POST, BEARS S120W 39.52' 05-1980 (CS03118) CORRECTION SURVEY FOR THE BOUNDARIES OF THE PLATS OF CLASSIC ESTATES AND MJP-79-5 BY MICHAEL TYE, PLS 1046, FOUND IRON ROD AND PLASTIC CAP. 05-09-1980 (CS03121) SURVEY BY MICHAEL TYE, PLS 1046, FOUND 1" YELLOW PLASTIC CAP. 05-22-1980 SECTION CORNER DESCRIPTION CARD (RDCC 444), DESCHUTES COUNTY ROAD DEPARTMENT (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPARTMENT ENGINEERING VAULT, CIRCA 1980 CORNER CARD SHOWS FOUND 5/8" IRON ROD, FROM WHICH: - FOUND PK NAIL 4.0' UP NORTHEAST SIDE 20" JUNIPER, BEARS N220W 75.69' - FOUND GALVANIZED NAIL 3.0' UP SOUTHWEST SIDE POWER POLE #184001, BEARS N580W 40.98' 02-09-1981 (CS03105) BOUNDARY SURVEY BY GARY HICKMAN, PLS 1678, FOUND YELLOW PLASTIC CAP AND 5/8" IRON ROD, FROM WHICH: - FOUND A NAIL IN SIDE OF FENCE POST BEARS S560E 40.47' (APPARENT ERROR, POSSIBLY REFERENCING UTILITY POLE TO THE N.W.) - FOUND A 22" JUNIPER WITH NAIL IN SIDE BEARS S230E 75.65' (APPARENT ERROR, POSSIBLY JUNIPER TO THE N.W.) - FOUND A NAIL IN SIDE OF FENCE BEARS S90W 39.53' 07-07-1982 (CS03150) MAJOR PARTITION MJP-81-16 BY E. GRAVES, PLS 980, SHOWS TIE TO CORNER, MAP SYMBOL INDICATES FOUND 5/8" IRON ROD. 06-08-1983 (CS06102) PLAT OF "BUTLER" BY ROBERT POVEY, PLS 1652, SHOWS FOUND 5/8" REBAR AND RESET WITH 2-1/2" BRASS CAP. 12-26-1985 (CS03151) MINOR PARTITION MP-84-17 BY E. GRAVES, PLS 980, FOUND 2-1/2" BRASS CAP MARKED "LS 1652" IN PAVEMENT. 05-25-1988 (CS03122) MAJOR PARTITION MJP-86-2 BY GEORGE COOK, PLS 540, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 12-M1988 (OCRR 0939) OREGON CORNER RESTORATION RECORD BY MICHAEL TOMPKINS, PLS 2033, FOUND 2" BRASS CAP IN PAVEMENT, FROM WHICH: SET B-PS (WITH BRASS WASHER AND NAIL IN FACE - LS 2033) - A 12" JUNIPER BEARS N 080 W 42.72' - A 20" JUNIPER BEARS S 140 W 116.90' 05-10-1989 (CS03117) SURVEY BY ROBERT KARL, PLS 1642, FOUND 2-1/2" BRASS CAP IN ROAD 05-20-1991 (CS03115) SURVEY BY ROBERT KARL, PLS 1642, FOUND 2-112" BRASS CAP IN ROAD 1992-1993 CONTROL MARK DATA 17131804, COGRID #159, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 2" BRASS CAP IN ROAD SURFACE. (REFERENCE NUMBER OCRR 0939) 01-20-2006 (OCRR 1755) OREGON CORNER RESTORATION RECORD BY RUSSELL KARL, PLS 2257, FOUND 2 BEARING TREES WITH A NAIL AND BRASS WASHER IN FACE (PLS 2033): -A 24" JUNIPER BEARS S 140 W AT 116.90' - A 14" JUNIPER BEARS N 080 W AT 42.72' SET A 5/8" X 24" IRON ROD & RED PLASTIC CAP FLUSH IN PVMT. "KARL PLS" 01-20-2006 (OCRR 1760) OREGON CORNER RESTORATION RECORD BY RUSSELL KARL, PLS 2257, FND 2 B.T.S W/ NAIL & WASHER IN FACE PER O.C.R.R. 0939 -A 24" JUN. BRS. S 140 W, 116.9V - A 14" JUN. BRS. N 080 W, 42.72' SET 5/8" IRON ROD & RED PLASTIC CAP FLUSH IN PAVEMENT 8.5' NORTH OF PAINTED CENTERLINE, ESTABLISHED: - A POWER POLE BEARS N 540 W, 39.T - A FENCE POST BEARS S 200 W, 40.8' 01-30-2006 (CS16756) (SEE PREVIOUS O.C.R.R. 1755 AND 1760) SURVEY BY RUSSELL KARL, PLS 2257, 2" B.C. NOT FOUND. RESET WITH 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "KARL", FROM B.T.S. PER O.C.R.R.#0939, BEING: - FOUND, A 12" JUNIPER BEARS N080W 42.72' - FOUND, A 20" JUNIPER BEARS S140W 116.90' 03/07/aO2-c/ 02-06-2023 (CS21027) SURVEY BY J.T. HAGLUND, PLS 55022, FOUND 5/8" IRON ROD REGISTERED PROFESSIONAL LAND SURVEYOR I 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2024 DESCHUTES COUNTY SURVEYORS OFFICE OREGON CORNER RESTORATION RECORD SHEET 00 SOUTH 1/4 CORNER OF SECTION 18 1 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R13E, W.M. OF PROJECT : CT85 DATE:03 07 2024 IDRAWN BY: JDP,MTM ICHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON FlLE NAME: J: CAD Pro' cts Surve ' OCRR-CORNER CARDS 17131804 CT85 Butler Mkt & Cordwefl DWG 17131804 CT85 OCRR.dw