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Home My WebLink AboutOCRR 2090CORNER DESIGNATION T18S R12E W 1/4 14 MONUMENT DETAIL GS1514 cq SEE D.C.S.O. FIELD BOOK2024, PAGES 51-54 MAGNETIC DECLINATION: 140E PERSONNEL PRESENT: KEVIN SAMUEL, PLS JERROD DAVIS MATHEW McCONNELL THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RESET AND REFERENCE THE WEST ONE -QUARTER (1/4) CORNER THAT WAS DESTROYED BY THE CITY OF BEND SOUTHEAST AREA PUMP STATION PROJECT. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 5/8" IRON ROD IN A STANDARD MONUMENT WELL, DOWN 1.7 BELOW THE PAVEMENT, SUBSEQUENTLY DESTROYED BY CONSTRUCTION, FROM WHICH: 301. FOUND 30' DIAMETER PONDEROSA PINE BEARS S4605600"E 65.97 TO NAIL AT SIDE CENTER OF NORTHERLY FACE, UP 275', BEARS S4600900"E TO CENTER OF TREE 65.30' TO NORTHWEST FACE (RECORD SE'LY 66.3(Y TO 18" DIAMETER PONDEROSA PINE CSO4892 & CS03965), SUBSEQUENTLY DESTROYED BY CONSTRUCTION. 302 FOUND 5/8" IRON ROD WITH NO CAP, BENT SL'Y, SHOT POINT OF ENTRY, BEARS S89'20'30r'W 29.88' (RECORD N89°59'26 W 30.00' CS14908), SUBSEQUENTLY DESTROYED BY CONSTRUCTION. DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: AT RECORD POSITION OF FOUND 5/8" IRON ROD, SET A 3-1/4" DIAMETER ALUMINUM CAP MARKED AS SHOWN IN DETAIL ABOVE, ON A 5/8" X 30" IRON ROD IN A STANDARD COUNTY MONUMENT WELL, FROM WHICH: SET A 1-12" DIAMETER ALUMINUM CAP ON A 5/8" X 24" IRON ROD AS FOLLOWS: A BEARS N52'14'00"W 39.83', FLUSH, MARKED "DCSO A" B. BEARS N55-5600"E 38.26, FLUSH, MARKED "DCSO B- C_ BEARS S74024-ME 4268', FLUSH, MARKED "DCSO C- D. BEARS S57'40'30"W 44.49, FLUSH, 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 (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: 43T00'00" 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 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 3-1/4" ALUMINUM CAP IN S10 S11 MONUMENT WELL AS TIED FOR OCRR 2051 S15 S14 0 COGRID MARK NUMBER 18121100 .-.— R ,—'t .. N MEASURED TIES TO ADJACENT PLSS CORNERS ARE FROM SINGLE GNSS TIES ONLY USING THE ORGN. SKETCH (n a w v co 00 Sri N w to 00 O O Z NI-M'*O(D0O�0co M'q-to ,-tn000.-� O O O� w w w w w o J (�jUUvUvUUUUa �tV pNrnd"co00N00 Oo r ao cq 0! ao rn a� ao r �ti ui '� ui � Sri �ci ici Sri Sri tow wwto*toc0wtow N N N N N N N N N N N www�w3wwwww s s s s s s s I- I_ I� fl) cn 0) ) 6 I- �* M M 0 q* 1* u7 � o0 00 a0 00 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O Z Z Z Z Z Z Z Z Z Z Z W 1/4 COR. S15QS14 In a W r� 0 co N 3 4 N 0 In C4 to m co rn It V)00 0 O 0 to to N M N M 00 W6toLo co N N N N 3 �: ap in iW n .-inn inrnrn N tM N N 0000 0000 IncnV)V) FOUND 3-1/4" ALUMINUM CAP IN S15 S14 MONUMENT WELL PER OCRR 2012 S22 S23 COGRID MARK NAME 18121440 COCS #962 A0s, DO�' 0 30 60 SCALE 1" = 30' COCS POINT #: 1018 COCS MARK NAME: 181214400 1a NORTHING: 370,125.92 ift t0.03 EASTING: 3,305,068.32 ift t0.02 ORTHO HT: 3,717.27 ift t0.05 TRANSFORMATION: DESCHUTES 13 TYPE OF REPORT CONDITION ONLY: RENEWED: X SURVEYED IN: REFERENCED OUT: X THE COORDINATES AND STANDARD DEVIATIONS 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. INDEX FILE NO: ALPHAINUMERIC CORNER NUMBER: r�7Me 18121440 HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS O&OB-1869 ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO.131, SET STONE 14 x 12 x 6 FOR 1/4 SEC CORNER BETWEEN SECTIONS 14 &15, (NO BEARING TREES FOR THIS CORNER WERE NOTED IN GLO NOTES). 10-01-1997 (CS03959) SURVEY FOR LOREN & JOAN JOHNSON, BY JEAN Wm. HAWTHORNE, PLS 454, FOUND ORIGINAL GLO CORNER STONE SCRIBED 114. THE NARRATIVE ON PAGE 2 OF THIS FILING STATES THAT AN IRON BAR WAS SET & REFERENCES WERE MADE, BUT NEITHER THE SURVEY OR NARRATIVE DESCRIBED THE REFERENCES. 10-08-1967 (CSO4892) SURVEY FOR LOREN & JOAN JOHNSON, BY JEAN Mn. HAWTHORNE, PLS 454, SET 11 ' x 18" REIN BAR -BUILT ROCK MOUNT, FOUND ORIG_ SCRIBE STONE & SCRIBED JUNIPER STAKE 2' x 2" x 3't UNDISTURBED FOR MANY YEARS COVERED WITH BRUSH 4-9 HIGH, FROM WHICH: - 18" PP (PONDEROSA PINE) BEARS SE'LY 66.30' - 28" PP (PONDEROSA PINE) BEARS SE'LY 79.98' - 12' PP (PONDEROSA PINE) BEARS SWLY 54.26 07-23-1974 (CS03958) SURVEY FOR D.T. MERRITT, BY JOHN EATON, PLS 252, FOUND STEEL BAR BY HAWTHORNE. NO BEARING TREES OR OTHER ACCESSORIES NOTED. 07-14-1975 (CS03953) SURVEY FOR B.H. FRONABARGER, BY GEORGE J. COOK, PLS 540, FOUND 12" I.R. (IRON ROD) IN STONE MOUND BY HAWTHORNE. 01-15-1978 (CS03965) SURVEY FOR WILLIAM M. JABS, BY GARY W. HICKMAN, PLS 1678, FOUND 1 1/4" ALUM. CAP MARKED 920 IN M.O.R. (MOUND OF ROCKS) FITS HAWTHORNE'S R.P.s, FROM WHICH: - 18' PP (PONDEROSA PINE) BEARS SE'LY 66.30' - Or PP (PONDEROSA PINE) BEARS SE'LY 79.96' - 12" PP (PONDEROSA PINE) BEARS SW'LY 54.26' 08-10-1978 (CS03947) SURVEY FOR DESCHUTES COUNTY ROAD DEPT., BY EDGAR W. GRAVES, PLS 980, FOUND 5/g' I.R. (IRON ROD) W. CAP. NO BEARING TREES OR OTHER ACCESSORIES NOTED. 10-24-1980 (CS03944) MP480-97 FOR CENTRAL ELECTRIC CO-OP, BY W.C. KAUFFMAN, PLS 1031, SHOWS CORNER POSITION, NO DESCRIPTION OF MONUMENT FOUND. NO BEARING TREES OR OTHER ACCESSORIES NOTED. CL 11-Ml987 (CS03961) MP-87-14 BY ROBERT M. KARL, PLS 164Z FOUND 12" ROD BY HAWTHORNE. NO BEARING TREES OR I OTHER ACCESSORIES NOTED. 05-22-1991 (CS03949) SURVEY FOR DESCHUTES COUNTY, BY W.C. KAUFFMAN, PLS 1031, FOUND 112' REBAR PER Z HAWTHORNE SURVEY. NO BEARING TREES OR OTHER ACCESSORIES NOTED. d � 12-21-1993 (CS11710) SURVEY FOR BEND LA PINE SCHOOL DISTRICT, BY LYNN J. BRUNO, PLS 2335, FOUND 12" I.R. (IRON wN a ROD) IN MONUMENT BOX NO BEARING TREES OR OTHER ACCESSORIES NOTED. 3 08-18-2000 (CS14156) SURVEY FOR CENTRAL ELECTRIC COOPERATIVE, INC_, BY JAMES D_ PERRY, PLS 2407, FOUND 12' QoO IRON ROD IN MONUMENT BOX NO BEARING TREES OR OTHER ACCESSORIES NOTED. a w w 04-02 2002 (CS14908) PARTITION PLAT NO.2002-36, BY RUSSELL M. KARL, PLS 2257, FOUND 50 I.R. (IRON ROD) IN MON. o Li} = BOX NO BEARING TREES OR OTHER ACCESSORIES NOTED. Q 014ro-2004 (CS15704) SURVEY FOR DESCHUTES COUNTY ROAD DEPARTMENT, BY MICHAEL J. BERRY, PLS 2390, FOUND 10 o _j w U w g REBAR (#8010) . NO BEARING TREES OR OTHER ACCESSORIES NOTED. 06-08-2004 (CS15909) SURVEY FOR URS CORPORATION (FOR KNOTT LANDFILL EXPANSION), BY JOHN P. THOMPSON, PLS C) a 49220, FOUND 12" IRON ROD (#8010) . NO BEARING TREES OR OTHER ACCESSORIES NOTED. m w0 laD9-2007 (CS17518) PARTITION PLAT NO.2007-6Z BY DAVID R. WILLIAMS, PLS 2686, FOUND 12' IRON ROD. NO BEARING 0 TREES OR OTHER ACCESSORIES NOTED. Z O Q W 0 05-16-2024 (CS21308) FERGUSON VILLAGE, BY BRAD R. RHOADES, PLS 91917, FOUND 12' IRON ROD IN MONUMENT BOX NO Q Q w BEARING TREES OR OTHER ACCESSORIES NOTED. nB 12-10-2024 (CS21436) SURVEY FOR THE CITY OF BEND, BY COREY PACHECO, PLS 101863, FOUND 5Ar IRON ROD. NO /" BEARING TREES OR OTHER ACCESSORIES NOTED. .00 oe I o i o REGISTERED PROFESSIONAL LAND SURVEYOR �— O R E G 0 N DECEMBER 28, 2009 KEYIN R. SAMU L 77040PLS RENEWS: 6/30/2026 OREGON CORNER RESTORATION RECORD SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE 1 00 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 WEST ONE —QUARTER (1/4) CORNER SECTION 14T18S, R12E, W.M. OF PROJECT : CT74 DATE:08-11-2025 DRAWN BY: JKD CHECKED BY: KRS, JDP DESCHUTES COUNTY, OREGON FILE NAME: J: CAD Pro' cts Surve 'n OCRR-CORNER CARDS 18121440 CT74 High Desert Middle School DWG CT74 18121440.dw