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Home My WebLink AboutOCRR 2099THE COORDINATES AND STANDARD DEVIATIONS COCS POINT 1055 TYPE OF REPORT INDEX FILE NO: z SHOWN ARE THE RESULTING VALUES OF THE COCS MARK NAME: 18122400 POINT PER A LOCAL LEAST SQUARES ADJUSTED CONDITION ONLY: X ALPHAINUMERIC PROJECT CONTROL NETWORK DERIVED FROM 1a RENEWED: CORNER NUMBER: 18122400 INTEGRATED REAL TIME KINEMATICS (RTK) AND NORTHING: 362,166.83 ift t0.02 SURVEYED IN: TOTAL STATION TIES. EASTING: 3,310,303.14 ift t0.03 REFERENCED OUT: X CORNER DESIGNATION ORTHO HT: 3,811.83 ift f0.02 T18S R12E 24 SW FOUND 3-1/4- ALUMINUM CAP PER OCRR 1063 MEASURED TIES TO ADJACENT PLSS CORNERS ARE FROM SINGLE GNSS TIES USING THE ORGN. 1/4 COR. S23 N89'47'11"W 2635.67' (MEAS) S23 S24 S26 N89-45'22"W 2635.51' (CSO4127) S26 S25 N89'45'16"W 2635.69' (CS11294) N89'45'56"W 2635.67' (CS19167) N89'46'36"W 2635.75' (CS19747) SEE D.C_S.O. FIELD BOOK 2025, PROJECT CT40 MAGNETIC DECLINATION: 14"E PERSONNEL PRESENT: JACOB POWELL, PLS JERROD DAMS ILIA rlr%A 77\2 THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REFERENCE OUT THE SOUTHWEST CORNER SECTION 24, T18S, R12E, DESCHUTES COUNTY, W.M_, OREGON. SKETCH DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 5/8" IRON ROD 1.0' BELOW GRAVEL SURFACE IN WEST SIDE OF RIMFIRE ROAD, FROM WHICH: A A FOUND 9" DIAMETER X T HIGH PONDEROSA SNAG WITH TWO 60D SPIKES AT TOP OF SE FACE BLAZE WITH NO MARKINGS, UP 23, BEARS N70°10'30W 32.54' TO NORTHERLY NAIL, N70.17W W 32.53 TO SOUTHERLY NAIL, AND N71 "OT30'W 328' TO SOUTH SIDE CENTER, RECORD (NWLY 328' PERRY 1965) (N74-W 33.14' CS13347)_ B. FOUND 17" DIAMETER (NW FORK) AND 15" DIAMETER (SW FORK) TWIN PONDEROSA, SW FORK CONTAINED MAGNETIC SIGNAL DETECTED AT TOP OF OLD BLAZE (SW FACE), UP 22, BEARS N59-33'W"E 58.9 TO SIGNAL ON SW FACE, RECORD (NE'LY 59.0' PERRY 1965) (N60"E, 59.35' CS013347). SW FORK OF TREE WITH DETECTED NAIL WAS CUT DOWN BY OTHERS AND IS NO LONGER AVAILABLE. C. A FOUND 22" DIAMETER JUNIPER WITH FACE BLAZE SW FACE, MAGNETIC SIGNAL DETECTED 23 UP, BEARS S26"58'W'E 89.5 TO SIGNAL ON SW FACE, RECORD (S26"E, 89.58' GS04902AND CS13347). D. A FOUND 20" DIAMETER PONDEROSA WITH MAGNETIC SIGNAL DETECTED 20' UP NE FACE, BEARS S43'03'30W 63.3 TO SIGNAL ON NE FACE, RECORD (SWLY 63.6 PERRY 1965) (S41"W 63.98' CS13347). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE POSITION OF THE FOUND 50IRON ROD AGREED WITH PREVIOUS PUBLISHED DESCHUTES COUNTY COCS COORDINATES FROM THE 1993 DATA SHEET AND WITH THE FOUND REFERENCES. FROM THE FOUND 5✓8" IRON ROD: E. SET 1-12" ALUMINUM CAP ON A 5/8" X 20" IRON ROD, MARKED "DESCHUTES CO REF MON", FLUSH, BEARS N37"13'30"W 29.44'. LOCATED 3' SOUTH OF CEC UTILITY POLE 133738. TAX LOT 1812230000300 F. SET 1-12" ALUMINUM CAP ON A 5/8" X 24" IRON ROD, MARKED "DESCHUTES CO REF MON", FLUSH, BEARS N43"56W'E 4235'. LOCATED 1.5' WEST OF 4"X4" PRESSURE TREATED WOODED FENCE POST. NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND SEC 23 TOTAL STATION. SEC 26 BASIS OF BEARINGS BACKALLEY SURFACE) 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: 43"00'00" N LONGITUDE OF CENTRAL MERIDIAN: 121"17'00" 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 2026022E TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 20260228 TRANSFORMATION. A FOUND 5/8" IRON ROD PER DCRD 434 S87'52'50"E 2634.06' (MEAS) S2400 1/4 COR. S87'50'30"E 2633.98' (CS08073) S25 S87'51'22'E 2634.12' (CS19889) TAX LOT 181224C000900 SEC 24 SEC 25 D \ TAX LOT 181225BOO1100 Q Q I� Z TAX LOT 181226A000200 I Lu J C f+ LL �Q I I 0 40 80 SCALE 1" = 40' TRANSFORMATION: DESCHUTES 2026022E HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 06-08-1869 ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO. 131, SET STONE 16X8X6 FOR CORNER TO SECTIONS 23, 24, 25AND 25, (NO BEARING TREES FOR THIS CORNER WERE NOTED IN GLO NOTES). NO DATE (CSO4161) SURVEY BY R.S. ALLMON, PE 4840, SHOWS TIE TO SECTION CORNER, NO MONUMENT DESCRIPTION. 08-20-1965 SURVEY FOR WILLIS FRANKAND CA O'LEARY BY AUBREY PERRY, ENGINEER 142, DESCHUTES COUNTY MISCELLANEOUS RECORDS (BOX 4, FOLDER 212), SHOWS STEEL PIN AT CORNER, FROM WHICH: - 9" PINE 32.8' BEARS NWLY. -12 PINE 59.0' BEARS NE'LY. - PIN AT CORNER 58.6 BEARS SWLY. -15' PINE 63.9 BEARS SWLY. 06-21-1968 (CSO4174) SURVEY FOR GARY ASHBACK BY BRUCE WM A ROGERS, PLS 706, SHOWS TIE TO SECTION CORNER, FOUND 5✓8" I. PIN. 05-08-1972 (CSO4902) SURVEY OF SECS 19 & 30, T-18S, R.13E, & SECS 24 & 25, T,18S, R.12E, BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO SECTION CORNER, FD, 101 R & 2 BTS, FROM WHICH: - S41-W 63.98' 10" P.P. (FD). - N74"W 33.04' 8" P.P. (FD). - N60"E 59.35' 10" P.P. (SET). - S26"E 89.58' 10" JUN (SET). 09-12-1972 (CSO4166) SURVEY FOR WILBUR HUNT BY BRUCE WM A ROGERS, PLS 706, SHOWS TIE TO SECTION CORNER, FOUND 5/8" I. PIN. 05-11-1973 (CSO4143) SURVEY FOR BEN OAKES BY DARREL W. EDWARDS, PLS 741, SHOWS TIE TO SECTION CORNER,1tz IRON ROD, FROM WHICH: -1U" P.P. S.41'W. 63.99. - 8" P.P. N.74"W. 33.04'. 08-01-1974 (CSO4127) SURVEY BY GEORGE G. COOK, PLS 540, SHOWS TIE TO SECTION CORNER, FND 5/8" I.R., FROM WHICH: - 8" P.P_ 33.04' NWLY. -10" P-P. 59.35 NE'LY. -10" JUN. 89.59 SE'LY. -10" P.P. 63.99 SWLY. 04-26-1975 (CSO4172) SURVEY FOR HAROLD HUNT BY BRUCE A ESTES, PLS 641, SHOWS TIE TO SECTION CORNER, NO MONUMENT DESCRIPTION. 11-15-1976 (CSO4171) SURVEY FOR GARY ASHBACK BY MICHAEL W. TYE, PLS 1046, SHOWS TIE SECTION CORNER, NO MONUMENT DESCRIPTION. 04-07-1977 (CSO4149) MINOR LAND PARTITION MP-77-39 BY ELAINE A HEINZELMAN (OWNER) SHOWS TIE TO SECTION CORNER, NO MONUMENT DESCRIPTION. 07-14-1978 (CSO4165) MINOR LAND PARTITION MP-78-175 BY GEORGE COOK ENGINEERING INC. SHOWS TIE TO SECTION CORNER, NO MONUMENT DESCRIPTION. 01-23-1979 (CSO4167) SURVEY FOR DENNIS HARRISON BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO SECTION CORNER, FND. 5J8" IR. 10-12-1979 (CSO4176) MAJOR PARTITION MJP-79-15 BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO SECTION CORNER, 5d8" IRON ROD. 10-12-1979 (CSO4158) SURVEY FOR ELAINE HEINZELMAN BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO SECTION CORNER, NO MONUMENT DESCRIPTION. 10-25-1979 (CSO4159) LOT LINE ADJUSTMENT SURVEY FOR ELAINE HEINZELMAN BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO SECTION CORNER, FOUND 1/2' IRON ROD_ 07-27-1982 (CSO4177) PROPERTY LINE ADJUSTMENT SURVEY FOR HEMMINGSON BY BRUCE WM A ROGERS, PLS 706, SHOWS TIE TO SECTION CORNER, FD. 5B" I. PIN 6" BELOW RD. SURFACE, FROM WHICH: - 8" P. PINE 32.8' NWLY. -12' P. PINE 58.9 NE'LY. -14" P. PINE 63.4' SWLY_ 06-02-1983 (CSO4129) SURVEY FOR ROSE AND ASSOCIATES BY GARY W. HICKMAN, PLS 1678, SHOWS TIE TO SECTION CORNER, FND. 5v I.R. PER COOK SURVEY (1974), FROM WHICH: - SPIKE IN S.W. SIDE OF 10" P.P. BEARS N65'E 59.35. - SPIKE IN N-W. SIDE OF 10" JUNIPER BEARS S22"E 89.59. - SPIKE IN N-E. SIDE OF 1U" P.P_ BEARS S46'W 63.98'. - SPIKE IN S.E. SIDE OF 8" P.P_ BEARS N66'W 33.04. 05-13-1991 (CSO4128) RECORD OF SURVEY BY JOEL G. SMITH, PLS 2355, SHOWS TIE TO SECTION CORNER, FOUND 5Ar I.R. PER COOK SURVEY (1974), FROM WHICH: - 8" P.P. 33.04' NWLY. -1U" P.P. 59.35 NULY. -10" JUNIPER 89.58' SE'LY. -10" P.P. 63.99 SWLY. 05-15-1991 (CSO4160) SURVEY FOR JOHN BUCKMASTER BY JAMES R. TYE, PLS 1104, SHOWS TIE TO SECTION CORNER, FOUND 12" IRON ROD. 01-27-1992 (CS08073) PARTITION PLAT 1992-5 BY DAVID K BATEMAN, PLS 1068, SHOWS TIE TO SECTION CORNER, FOUND 5/8" IR DOWN 12" IN CENTER OF RIM FIRE DRIVE, FROM WHICH: -16" PINE BRS S41'W 63.98'. -12" PINE BRS N74"W 33.14'. -16" PINE BRS N60"E 59.35. -16" JUN. BRS S26"E 89.59. 05-11-1992 (CS11019) PARTITION PLAT 1992-21 BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO SECTION CORNER, FD. 507 I. ROD. 10-14-1992 (CS11294) RECORD OF SURVEY BY JOEL G. SMITH, PLS 2355, SHOWS TIE TO SECTION CORNER, FOUND 5/8" IRON ROD PER COOK 1974. 1993 CONTROL MARK DATA 18122400, COGRID #365, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 5J8" IRON ROD, DOWN O.C. 07-17-199B (CS13347) SURVEY FOR JIM AND MARY SCHELL BY DAVID K. BATEMAN, PLS 1068, SHOWS TIE TO SECTION CORNER. FOUND 5J8" IR DOWN 12" IN CENTER OF RIMFIRE DRIVE, FROM WHICH: -16" PINE BRS S41"W 63.99. -12" PINE BRS N74"W 33.14'. -16' PINE BRS N60"E 59.35. -1 T JUN. BRS S26`E 89.59. 09-07-2005 (CS16573) SURVEY FOR MARJORIE MILLER BY JERRY C. POWELL, PLS 1919, SHOWS TIE TO SECTION CORNER, FOUND 5/8" IR DOWN 12" IN CENTER OF RIMFIRE DRIVE. 09-28-2005 (CS16601) SURVEY FOR RICHARD FRANK BY JERRY C. POWELL, PLS 1919, SHOWS TIE TO SECTION CORNER, FOUND 5fi IR DOWN 12" IN CENTER OF RIMFIRE DRIVE. 11-25-2008 (CS17875) SURVEY FOR BILL LITTLEFIELD BY JAMES D. PERRY, PLS 2407, SHOWS TIE TO SECTION CORNER, FOUND 5J8" IR DOWN 12 IN CENTER OF RIMFIRE DRIVE. 08-03-2016 (CS19167) RECORD OF SURVEY FOR SCOTT MAIER BY GEORGE G. HARTMAN, PLS 2070, SHOWS TIE TO SECTION CORNER, FD. 518" IRON ROD WITH NO CAP DOWN I'BELOW GRAVEL ROAD SURFACE. 09-18-2018 (CS19747) PROPERTY LINE ADJUSTMENT SURVEY BY DANIEL T. BURTON, PLS 2248, SHOWS TIE 0 Op r0 , — ? Q TO SECTION CORNER, 50' IRON ROD, NO CAP. REGISTERED 03-08-2019 (CS19889) PROPERTY LINE ADJUSTMENT SURVEY BY KEVIN JAMES BLAKLEY, PLS 69432, SHOWS PROFESSIONAL TIE TO SECTION CORNER, 5d8' IRON ROD W/ NO CAP,12' DOWN IN RIMFIRE DRIVE. LAND SURVEYOR z 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2026 DESCHUTES COUNTY SURVEYORS OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 OREGON CORNER RESTORATION RECORD SOUTHWEST CORNER SECTION 24 T18S, R12E, W.M. DESCHUTES COUNTY, OREGON SHEET 1 OF PROJECT : CT40 DATE:07-01-2026 IDRAWN BY. JKD ICHECKED BY: JDP, KRS FILE NAME: J: CAD Pro' cts Surve in OCRR—CORNER CARDS 18122400 CT40 Back Alley & Rimfire DWG 18122400 CT40.dw