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Home My WebLink AboutOCRR 2091COCS POINT #: 1035 TYPE OF REPORT INDEX FILE NO: 20 COCS MARK NAME: 17121404 CONDITION ONLY: ALPHANUMERIC 1a RENEWED: X CORNER NUMBER: 17141404 NORTHING: 399,115.77 ift t0.02 SURVEYED IN: MEASURED TIES TO ADJACENT PLSS CORNERS ARE FND 3-1 /4"ALUMINUM EASTING: 3,307,799.13 ift t0.02 REFERENCED OUT: X CORNER DESIGNATION FROM SINGLE GNSS TIES ONLY USING THE ORGN. CAP IN STANDARD CO. ORTHO HT: 3,458.32 ift t0.03 FND 3-1/4-ALUMINUM MONUMENT WELL PER T17S R12E CAP PER OCRR 0159 (COCS) INVERSE TIES BETWEEN PUBLISHED OCRR 2069 THE COORDINATES AND STANDARD DEVIATIONS CONTROL MARK 17121400 1992-1993 CONTROL MARK DATA COORDINATES CONTROL MARK 17121300 SHOWN ARE THE RESULTING VALUES OF THE COCS #107. COCS #104. POINT PER A LOCAL LEAST SQUARES ADJUSTED S15 S14 N89'59'02"W 2648.52' (MEAS) S 14 ftWrNAM S89'57'26"E 2668.16' (MEAS) S14 S13 RK DERIVED FROM PROJECT INTEGRATED REAL TIMEKINEMATICS TK) AND 14 S22 S23 N89'5858"W 2648.52' (COCS) S 23 S89'57'25"E 2668.18' (COCS) S23 S24 TOTAL STATION TIES. N89-58'58"W 2648.52' S 1/4 COR. S89'57'25"E 266&18' (CS20165) (CS17575, CS20165 & CS21081) S89'58'41 "E 2668.23' (CS05038) N89-53'00"W 2648.53" N89'48'E 2668' (CS02739) S 1 /4 (CS18338 & CS18417) S89'5834"E 2668'(CS02735) N89'58'W 2650.40' (CS02369 & CS02370) MONUMENT DETAIL FOUND SET ED ClZ4 y 41 SEE D.C.S.O. FIELD BOOK 2021, PAGE 2 AND 41 "� FIELD BOOK 2025, PROJECT CT26 MAGNETIC DECLINATION: 140E V V F��PERSONNEL PRESENT: KEVIN SAMUEL, PLS JERROD DAVIS MATHEW McCONNELL THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT AND REFERENCE OUT THE SOUTH ONE -QUARTER (1/4) CORNER SECTION 14, T17S, R12E, W.M., CITY OF BEND, OREGON AFTER THE IMPROVEMENT AND PAVING OF YEOMAN ROAD FOR THE DEVELOPMENT OF THE PETROSA SUBDIVISION. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 3-1/4" ALUMINUM CAP, MARKED AS SHOWN IN FOUND DETAIL ABOVE, FLUSH, SUBSEQUENTLY DESTROYED BY CONSTRUCTION, FROM WHICH: 103. FOUND FINISH NAIL IN HEALED BLAZE, UP 3.9, SE SIDE 18' DIAMETER JUNIPER, BEARS N23`283M74.3T TO NAIL (RECORD N25"W, 74.46,OCRR 0160). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: AT POSITION OF FOUND 34W ALUMINUM CAP, SET A 3-114" ALUMINUM CAP ON A 518" X 30' IRON ROD IN A STANDARD CAST IRON MONUMENT WELL, MARKED AS SHOWN IN SET DETAIL ABOVE, FROM WHICH: A SET 1-1/8" COPPER PLUG WITH ANCHORING PLUG AND MAGNET FLUSH IN CONCRETE, AS FOLLOWS: A NORTHEAST CORNER OF A CONCRTETE STORM DRAIN PAD, BEARS N46'10'30W 44.19, MARKED "DCSO X. B. TOP OF CURB, BEARS N43.24WE 38.74% MARKED "DCSO B". C. TOP OF CURB, BEARS S45"56WE 29.20', MARKED "DCSO C D. SOUTHEAST CORNER OF A CONCRETE STORM DRAIN PAD, BEARS S53.44-M W 38.59, MARKED "DCSO D". 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 (ift) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 4300OW N LONGITUDE OF CENTRAL MERIDIAN: 121"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 GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS 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. 103 STORM DRAIN PAD A B STORM DRAIN D PAD 0 20 40 SCALE 1 20' C YEOMAN ROAD (ASPHALT SURFACE) r CONCRETE CURB (TYP) HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 08-31-1870 ORIGINAL (GLO) SUBDIVISION OF TOWNSHIP NO. 17 SOUTH, RANGE 12E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO.141, SET STONE,12"x 9"x 5". (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE NOTED IN GLO NOTES.) 05-06-1914 (RD01394) THE D.H. YEOMANS ET AL COUNTY ROAD SURVEYOR'S REPORT BY FRED A. RICE, COUNTY SURVEYOR, SHOWS TIE TO THE 1/4 CORNER BETWEEN SECTIONS 14 - 23, NO MONUMENT DESCRIPTION. (DATE SHOWN ON THE JACKET COVER (RD01383)). 05-14-1962 (CS02717) SURVEY BY AUBREY PERRY, PE 142, SHOWS 1-1/2" PIPE, FROM WHICH: - A 7" JUNIPER BEARS NW'LY 74.45'. - A 10" JUNIPER BEARS NETY 84.2. NO DATE (CS02718) SURVEY BY AUBREY PERRY, PE 142, SHOWS TIE TO THE 1/4 CORNER, NO MONUMENT DESCRIPTION, FROM WHICH: - A 7" JUNIPER BEARS NW'LY 74.45'. - A 10" JUNIPER BEARS NETY 84.2'. NO DATE (CS02726) SURVEY BY AUBREY PERRY, PE 142, SHOWS TIE TO THE 1/4 CORNER, NO MONUMENT DESCRIPTION, FROM WHICH: - A 7" JUNIPER BEARS NWTY 74.45'. - A 10" JUNIPER BEARS NETY 84.2. NO DATE (CS02739) SURVEY BY AUBREY PERRY, PE 142, SHOWS 1-1/2" PIPE, FROM WHICH: - A 7" JUNIPER BEARS NWTY 74.45'. - A 10" JUNIPER BEARS NETY 84.2'. 08-24-1964 (CS02369) SURVEY BY GEORGE COOK, PLS 540, SHOWS STEEL PIN AT FENCE CORNER. 08-24-1964 (CS02370) SURVEY BY GEORGE COOK, PLS 540, SHOWS STEEL PIN AT FENCE CORNER. 09-19-1964 (CS02388) SURVEY BY GEORGE COOK, PLS 540, SHOWS TIE TO THE 1/4 CORNER, NO MONUMENT DESCRIPTION. NOV 1977 (CS02735) MJP 77-28 BY RICHARD BRYANT, PLS 920, SHOWS TIE TO THE 1/4 CORNER„ NO MONUMENT DESCRIPTION. 03-01-1978 (CS02743) PLAT OF SURVEY BY RAY OMAN, PLS 702, SHOWS TIE TO 1/4 CORNER, FD. #4 SR IN FENCE CORNER. 03-20-1987 (OCRR 0160) OREGON CORNER RESTORATION RECORD BY GEORGE COLVIN, PLS 1020, RE-ESTABUSHED CORNER POSITION FROM EXISTING RP'S. - SET 5/8" x 30" IRON ROD TOPPED WITH DESCHUTES COUNTY SURVEYOR'S OFFICE 3-1/4" ALUMINUM CAP MARKED "T17S R12E 1/4 S14 S23 1987 LS 1020", FROM WHICH: - FD. 7" JUNIPER, BEARS N25-W 74.45'. - FD. 10- JUNIPER, BEARS N76°E 84.2'. 07-20-1989 (CS02737) PLAT OF PARTITION 89-19 CORRECTED BY ROBERT KARL, PLS 1642, SHOWS TIE TO 1/4 CORNER, FD. 3.25" ALUM. CAP BY CO. SURVEYOR'S OFFICE. 10-28-1991 (CS05038) PARTITION PLAT NO.1991-68 BY DAVID BATEMAN, PLS 1068, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" DESCH. CO. ALUM. CAP ON 5/8" IR PER CORNER RESTORATION CARD NO. 160. 07-28-1992 (CS11159) PROPERTY LINE ADJUSTMENT SURVEY BY ROBERT KARL, PLS 1642, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4- ALUM. CAP. 1992-1993 CONTROL MARK DATA 17121404, COGRID #108, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4" ALUM. CAP ON 5/8" IR AT FENCE CORNER, UP 0.1'. 11-27-2007 (CS17575) PARTITION PLAT NO.2007-74 BY DANIEL E. WOBBE, PLS 2825, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/2" ALUMINUM CAP, OCRR 160. 12-05-2011 (CS18338) PROPERTY LINE ADJUSTMENT SURVEY, LL 11-37, BY KEVIN JAMES BLAKLEY, PLS 69432, FOUND 3-1/2- ALUMINUM CAP PER OCRR #160. 08-14-2012 (CS18417) RECORD OF SURVEY, CORRECTION OF CS18338, BY KEVIN JAMES BLAKLEY, PLS 69432, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/2" ALUMINUM CAP PER OCRR #160 07-10-2018 (CS19695) CONTROL AND MONUMENT RECOVERY SURVEY BY ANDREW HUSTON, PLS 61407, FOUND 3-1/4" ALUMINUM CAP MARKED "DESCHUTES COUNTY SURVEYORS OFFICE LS 10201987" OCRR 160. 03-18-2020 (CS20165) RECORD OF SURVEY BY MICHAEL KALINA, PLS 89558, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM CAP, MARKED PER OCRR 0160. 01-28-2021 (CS20443) PETROSA, PHASE 1 BY MICHAEL KALINA, PLS 89558, SHOWS TIE TO THE 1/4 CORNER, NO MONUMENT DESCRIPTION. 06-18-2021 (CS20542) PETROSA, PHASE 2 BY MICHAEL KALINA, PLS 89558, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM CAP MARKED "DESCHUTES COUNTY SURVEYORS OFFICE T17S R12E 1/4 S14 S231987 LS 1020" PER OCRR # 160. 10-04-2022 (CS20936) RECORD OF SURVEY BY JACOB A. CARSON, PLS 94570, SHOWS TIE REGISTERED TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM CAP MARKED PER OCRR 0160, CENTRAL OREGON COORDINATE SYSTEM (COOS) CONTROL MARK DATA PROFESSIONAL 17121404 (COCS #108). LAND SURVEYOR 05-17-2023 (CS21081) RECORD OF SURVEY BY JACOB A. CARSON, PLS 94570, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM CAP MARKED PER OCRR , 0160, CENTRAL OREGON COORDINATE SYSTEM (COCS) CONTROL MARK DATA 17121404 (COCS #108). 0 R E G 0 N DECEMBER 28, 2009 KEVIN R. SAMUEL 77040PLS RENEWS: 6/30/2026 DESCHUTES COUNTY SURVEYORS OFFICE OREGON CORNER RESTORATION RECORD SHEET 1 1 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 SOUTH ONE —QUARTER (1/4) CORNER SECTION 14 T17S, R12E, W.M. of PROJECT : CT26 IDATE: 08-12-2025 DRAWN BY: JKD ICHECKED BY: KRS, JDP CIYT OF BEND, DESCHUTES COUNTY, OREGON' FILE NAME: J: CAD Pro' cts Surve in OCRR—CORNER CARDS 17121404 CT26 Yeoman DWG CT26 17121404.dw