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Home My WebLink AboutOCRR 2067COGS POINT #: 105 TYPE OF REPORT INDEX FILE NO: Z (, COGS MARK NAME: 17121304 CONDITION ONLY: ALPHANUMERIC 1v RENEWED: CORNER NUMBER: 17121304 NORTHING: 399095.5379 ift t0.036 SURVEYED IN: CORNER DESIGNATION EASTING: 3313087.2174 ift t0.046 REFERENCED OUT: X ORTHO HT: 3455.7276 ift t0.065 T17S R 12E THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ABOVE ARE PER THE 1992-1993 PUBLISHED CONTROL DATA SHEET. FIELD OBSERVATIONS DERIVED FROM THE ORGN, DESCHUTES 13 TRANSFORMATION, AGREED WITH THESE COORDINATES WITHIN THE _13- PUBLISHED STANDARD DEVIATION. FOUND 3-1/4- ALUMINUM FOUND 3-1 /4" BRASS FOUND 1-1/4- IRON ROD, S 1/4 CAP PER OCRR 0161 CAP PER OCRR 1198 PER OCRR 2065 104411 4 13 N89'36'04"W 2619.97' (MEAS & COCS) 1/4 COR. S89'43'25"E 2633.26' (MEAS & COCS) 13 18 23 24 N89'33'50"W 2619.96' (CS19315) S89'41'12"E 2633.37' (CS19315) 24 r9 FOUND MONUMENT DETAIL SET PER O. C. R. R. 1198 BY J. KERN, LS 1081 (_4 S)Eo HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS co R08-31-1870 GLO SUBDIVISION OFT17S, R12E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWfMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO.141, SET STONE 14"x12"x5" FOR 1/4 SECTION CORNER. (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE DESCRIBED SEE D.C.S.O. FIELD BOOK 2021, PAGES 59-60 13 IN GLO NOTES.) 24. 04-08-1910 (RD01263) W.G. WAUGH COUNTY ROAD SURVEYOR'S REPORT BY FRED A. RICE. CENTERLINE CALL TO SECTION CORNER. (MONUMENT MAGNETIC DECLINATION: 14°E441 NOT DESCRIBED.) PERSONNEL PRESENT: KEVIN SAMUEL, PLS 1 812-20-1926 (RD02349), BUTLER MARKET ROAD, DESCHUTES COUNTY FIELD BOOK #32, PAGE 30, SHOWS CORNER AS A POST BEING 58.6 FEET JACOB POWELL, PLS SKETCH POWER POLE NORTHEASTERLY FROM PI STATION 215+55.0 WITH A DEFLECTION ANGLE OF 4000T FROM AN EXTENSION OF A LINE FROM THE JERROD DAMS S #13POLE SOUTHWEST SECTION CORNER SECTION 13 EASTERLY THROUGH THE PI. MATHEW MCCONNELL 3 / 5 09-13-1982 (CS02361) MAJOR PARTITION PLAT MJP-81-17, P.L.S. 1848, SET 2-1/2" X 32" BRASS CAPPED IRON PIPE 34" IN GROUND. / - BLAZED 1/4 SCRIBED 6" DOUBLE JUNIPER 0114 S24 Br BEARS S27030'E 129.85' NARRATIVE - BLAZED 1/4 SCRIBED 14" JUNIPER "1/4 S13 Br BEARS N520E 69.45' t / 03-20-1987 (OCRR 107) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY GEORGE W. COLVIN JR., P.L.S. 1020, FOUND BRASS CAPPED THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO TIE AND REFERENCE THE STEEL PIPE BURIED 2"AND 2 RP'S: SOUTH 1/4 CORNER OF SECTION 13, T17S, RI2E, W.M., IN PREPARATION FOR THE RE -PAVING OF SEE MONUMENT #8 ` -14" JUNIPER N520E 69.45' BUTLER MARKET ROAD. REFERENCE DETAIL THIS SHEET 8 , - 6" DOUBLE JUNIPER S27030'E 129.85' DESCRIPTION OF CORNER EVIDENCE FOUND: _ 05-10-1989 (CS02753) SURVEY BY ROBERT M. KARL, P.L.S. 1642, FOUND 2.5" BRASS CAP IN SHOULDER OF ROAD. FOUND 3-1/4" BRASS CAP IN MONUMENT WELL PER OCRR 1198, APPROXIMATELY ONE FOOT NORTH - - - - - - - - - - NO DATE UN -FILED, UNDATED, AND UNSTAMPED SURVEY BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE OF THE "N1/2 SECTION 24, T17S, OF NORTH EDGE OF PAVEMENT, MARKED AS SHOWN ABOVE, FROM WHICH: R12E, WM". LOCATED IN THE DESCHUTES COUNTY ROAD DEPARTMENT SURVEY VAULT AND IN DESCHUTES COUNTY MISCELLANEOUS RECORDS. THE PURPOSE OF SAID SURVEY WAS TO VERIFY THE POSITION OF THE N1/4 CORNER OF SECTION 24. SAID SURVEY DID NOT FOUND A DISTURBED AND BENT ALUMINUM ROD WITH A 1-1/2" ALUMINUM CAP MARKED "CS 1't \ HOLD SUTTON'S CORNER MONUMENT AND PERPETUATED THE CORNER POSITION BY HOLDING MONUMENTATION FROM THE 1926 REFERENCE MON 1 1992" PER OCRR 1198, OUT OF POSITION NEAR RECORD LOCATION, / SURVEY OF BUTLER MARKET ROAD. SEETHE 12-30-1992 OCRR 1198 BELOW FOR SET CORNER DESCRIPTION. (RECORD S33°E 47.03' OCRR 1198). REMOVED SAID ALUMINUM CAP AND ROD. \ BUTLER MARKET ROAD 12-30-1992 (OCRR 1198) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY JEFF A. KERN, P.L.S. 1081, CORNER CARD REFERS TO SURVEY BY DESCHUTES COUNTY SURVEYOR'S OFFICE FOR DESCRIPTION OF CORNER EVIDENCE FOUND. 3) FOUND NAIL AND BRASS WASHER IN EASTERLY FACE OF POWER POLE #134060, UP 6.20', PER ASPHALT SURFACE OCRR 1198, BEARS N11 °03'00'1N 28.81' (RECORD N11 °W 28.79' PER O.C_R.R. 1198). � � ( ) � SET 3" B.C. ON 2" IRON PIPE (16" LONG) IN MONUMENT BOX -NORTH EDGE PAVEMENT (IN CONCRETE) ESTABLISHED 4 RP'S: YELLOW JJ - A 9" JUNIPER BEARS N450E 45.08' TO A NAIL AND WASHER IN BLAZE - SE FACE. 5) FOUND 15" JUNIPER WITH NAIL AND BRASS WASHER, UP 2.9% IN SE FACE PER OCRR 1198, / STRIPING - A 5/8" ALUMINUM ROD BEARS S330E 47.03' WITH CAP MARKED "1 1992" BEARS N44044'00"E 44.97' (RECORD N450E 45.08' PER O.C.R.R. 1198). - A 5/8" ALUMINUM ROD BEARS S290W 46.5T WITH CAP MARKED "21992" 9) FOUND 1-1/2" ALUMINUM CAP ON 5/8" ALUMINUM ROD MARKED "CS REFERENCE MON 2 1992" PER - A POWER POLE NUMBER 134060 BEARS NI °W 28.79' TO A NAIL AND WASHER - 6" HIGH - EAST FACE. OCRR 1198, BEARS S26026-00"W 46.62' (RECORD S29°W 46.53' PER OCRR 1198). EDGE OF 1992-1993 CONTROL MARK DATA SHEET 17121304, COGRID #105, DESCHUTES COUNTY SURVEYORS OFFICE, SHOWS A 3" BRASS CAP IN 8) FOUND 2-1/2" BRASS CAP PER CS02361 BY BA. BUTTON, LS1848, FILED SEPTEMBER 23, 1982, 10 MONUMENT BOX 1 FOOT SOUTH OF PAVEMENT EDGE. (APPEARS TO BE AN ERROR, MOST LIKELY MEANT 1 FOOT NORTH OF PAVEMENT) BEARS N77039'30"W 13.71' (RECORD N77-28-44-W 13.73' PER OCRR 1198), FROM WHICH: PAVE() 9 07-07-1993 (CS11536) SURVEY BY RUSSELL M. KARL JR., P.L.S. 2257, TIE TO CORNER, NO MONUMENT DESCRIPTION. 11) FOUND 11" DOUBLE JUNIPER WITH BLAZE ON NW FACE AT BASE OF TRUNK, BEARS 07-07-1993 (CS11545) SURVEY BY GARY L. DEJARNATT, P.L.S. 2208, FOUND 3" DIAMETER BRASS CAP IN MONUMENT BOX AS REESTABLISHED PER S28024'00"E 129.25' TO SAID FACE BLAZE, 130.3' TO TREE CENTER, (RECORD S27030-E DESCHUTES COUNTY SURVEYOR'S OFFICE, PER O.C.R.R., DATED 12-30-92. FROM WHICH: 129.85' PER OCRR 107 AND CS02361). - - - - 12) FOUND 18- JUNIPER WITH BLAZE ON SW FACE, BEARS N51°19-30"E 68.45' TO SAID BLAZE, i - 2-1/2" BRASS CAP BY SUTTON, LS, BEARS N77°38'28"W, 13.7V SHOWN PER O.C.R.R. BY GEORGE COLVIN, DATED 3-20-87. 69.T TO TREE CENTER (RECORD N520E 69.45' PER OCRR 107 AND GS02361) , r GRAVEL ROAD 12-04-1998 (CS13480) SURVEY BY GEORGE W. COLVIN JR., P.L.S. 1020, FOUND 3" ALUMINUM CAP PER O.C.R.R. DATED 12/30/92. / - - - - -_ 05-25-2001 (CS14505) SURVEY BY MICHAEL A. HOFFMANN, P.L.S. 57847, FOUND 3" BRASS CAP IN MON BOX PER OCRR 1198 DATED 12-30-92, 0 20 40 / / / ACCEPTED AS N1/4 COR SEC 24 DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: -FOUND 2-1/2" BRASS CAP BY SUTTON SHOWN PER OCRR 107 DATED 5/20/87, N77°35-24"W 13.69'. THE POSITION OF THE FOUND 3-1/4" DIAMETER DESCHUTES COUNTY SURVEYOR'S OFFICE BRASS CAP SCALE 1 = 20 / / 10-10-2014 (CS18769) SURVEY BY CHRISTOFER C. SHERBY, P.L.S. 74508, FOUND AND HELD 3-1/4" BRASS CAP IN CONCRETE 0.4' BELOW GROUND IN AGREED WITH THE PUBLISHED COORDINATES PER THE 1992-1993 DESCHUTES COUNTY CONTROL / MONUMENT CASE WITH COVER. (SEE OCRR INDEX 1198, DATED 12/30/92). MARK DATA SHEET, AND AGREED WITH THE FOUND REFERENCES. FROM SAID MONUMENT: - FOUND 2-1/2" BRASS CAP IN CONCRETE 0.6' BELOW GROUND AS SHOWN IN OCRR INDEX 1198, DATED 12/30/92, 10) SET A 5/8" DIAMETER X 30" IRON ROD WITH A 1-1/2" DIAMETER ALUMINUM CAP MARKED N77°50'55"W, 13.69' FROM HELD MONUMENT. "DESCHUTES CO_ REF MON" BEARS S36033'30'E, 49.20', DOWN 0.5'. 03-14-2017 (CS19315) SURVEY JERRY D. STICHLER, P.L_S_ 2527, FOUND 3" BRASS CAP PER OCRR NO. 1198 BY JEFF A. KERN DATED 12/30/1992. - FOUND 2-1/2" BRASS CAP SET BY B.A. SUTTON PER MJP-81-17 (GS02361) FILED 09/23/1982 BEARS N77°36-22"W 13.72' NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) (N77°28'42"W 13.73 PER UNRECORDED DESCHUTES COUNTY ROAD DEPARTMENT), BY GPS AND TOTAL STATION. FOUND MONUMENT DETAIL MONUMENT #8 REFERENCE DETAIL (N77°38'28"W 13.70' PER CS11545) FROM HELD MONUMENT_ BASIS OF BEARINGS MONUMENT #8 SCALE: N.T.S. 11-06-2019 (CS20051) PARTITION PLAT NUMBER 2019-18 BY TODD R. CATTERSON, P.L.S. 53270, FOUND 3" BRASS CAP AS PER OREGON CORNER SET PER CS02361 BY RESTORATION RECORD FORM BY JEFF A. KERN, LS 1081, FILED DECEMBER 30, 1992. BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON -FOUND 2-1/2" BRASS CAP AS PER C.S. 02361 BY B.A. SUTTON, LS 1848, FILED SEPTEMBER 231982. COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: B.A. SUTTON, LS 1848 (BEARS N77°54'46"W 13.68' FROM KERN) LINEAR UNIT: INTERNATIONAL FOOT Qft) �D / 12 ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) T17S R12E 8 PROJECTION: TRANSVERSE MERCATOR S 13 / l [� LATITUDE OF GRID ORIGIN: 43000'00" N 1 03 l / Y bob LONGITUDE OF CENTRAL MERIDIAN: 121 *1 T00" W - �- NORTHING AT GRID ORIGIN: 0.000 ift 4 1982 BUTLER MARKET ROAD REGISTERED EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift LS 1 2 PROFESSIONAL SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) \ % LAND SURVEYOR ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE --::PR'A � J 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 • �GrZ/�"' BEARINGS DUE TO MERIDIAN CONVERGENCE. \ / 11 11 � O R E G O N PROJECT CONTROL WAS ESTABLISHED WITH GLASS REAL TIME KINEMATIC (RTK) OBSERVATIONS MARCH 8, 2016 USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GNSS NETWORK (ORGN) �I JACOB D. POWELL AND THE DESCHUTES COUNTY SURVEYORS OFFICE DESCHUTES 13 TRANSFORMATION FOR THE 9O744PLS CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. RENEWS: 12/31 /2024 DESCHUTES OREGON CORNER RESTORATION RECORD SHEET COUNTY OFFICE SOUTH 1/4 CORNER SECTION 13 1 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S, R12E, W.M. of PROJECT 0:CT87 DATE:03 14 2024 DRAWN BY: JDP, MTM CHECKED BY: KRS, JDP DESCHUTES COUNTY, OREGON FILE NAME: J: CAD Pro' ' is Surve n OCRR-CORNER CARDS 17121304 CT87 Butler Mkt DWG 17121304 CT87 OCRR.dw