HomeMy WebLinkAboutOCRR 2098CORNER DESIGNATION
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SEE D.C.S.O. FIELD BOOK2025, PROJECTCT138
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1986
MAGNETIC DECLINATION: 14'E
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PERSONNEL PRESENT: KEVIN SAMUEL, PLS
R S OF
JERROD DAVIS
MATHEW McCONNELL
• I A r% r% A T7\ #C
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT AND REFERENCE OUT THE WEST
ONE -QUARTER (1/4) OF SECTION 16, T18S, R12E, WILLAMETTE MERIDIAN, OREGON.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND Z' BRASS CAP IN CONCRETE BELOW ASPHALT PAVEMENT, SET PER RDCC #591 AND CSO4030, MARKED AS SHOWN IN
FOUND DETAIL ABOVE, FROM WHICH:
A A FOUND BENT 5M" IRON ROD NO CAP 1.9 DOWN (TIED SPIN HOLE & RESET STRAIGHTENED IRON ROD) BEARS:
S88'19'00" E 28.99 (RECORD N90-E 29.00' RDCC #591)
B. A FOUND GALVANIZED NAIL (DUPLEX NAIL PER RECORD NOT FOUND), UP 5.00' IN THE EAST FACE OF A 35" PONDEROSA PINE
BEARS:
S16'35'30"W 174.72 (RECORD S18'W 174.7(Y RDCC #591)
D. THE SOUTHEAST FOUNDATION CORNER OF BEND GOLF CLUB BUILDING (TOP OF FIRST VISIBLE BLOCK JOINT), BEARS:
N47'23'30'W 73.4' (RECORD N47-W 73.40' RDCC # 248)
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
REMOVED FOUND 2' BRASS CAP; AT POSITION OF FOUND Z' BRASS CAP, SET A 31/4" ALUMINUM CAP ON A 5d8" DIAMETER X 30"
IRON ROD IN STANDARD CAST IRON MONUMENT WELL, MARKED AS SHOWN IN SET DETAIL ABOVE, FROM WHICH:
C. A SET 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" SET FLUSH IN THE CENTER -NORTH EDGE
OF A 6' X 6' CONCRETE FIRE HYDRANT PAD BEARS:
S47'44'30"W 35.39
NOTE: BEARINGS TO ACCESSORIES ARE REPORTED 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: 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 20260228 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM_ SEE THE DESCHUTES COUNTY
SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 20260228 TRANSFORMATION.
FOUND 2" BRASS CAP IN CONCRETE
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CONTROL MARK DATA 18121600,
COCS #452
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SCALE 1" = 40'
COCS POINT*
COCS MARK NAME:
NORTHING:
EASTING:
ORTHO HT:
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18121640
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370,094.34 ift t0.02
3,294,593.14 ift t0.02
3,759.55 ift t0.04
THE COORDINATES AND STANDARD DEVIATIONS
SHOWN RESULT FROM A LEAST SQUARES
ADJUSTED LOCAL PROJECT CONTROL NETWORK
DERIVED FROM INTEGRATED REAL TIME
KINEMATICS (RTK) AND TOTAL STATION TIES.
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN:
REFERENCED OUT: X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
INDEX FILE NO: Z, 0 9 8
ALPHAINUMERIC
CORNER NUMBER: 18121640
06-08-1869 ORIGINAL (GLO) SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, DAVID P. THOMPSON, DEPUTY SURVEYOR,
UNDER JOINT CONTRACT NO. 131, SET STONE 17X10X8 FOR 1/4 SEC. CORNER, (NO BEARING TREES FOR THIS
CORNER WERE NOTED IN GLO NOTES).
NOV. 1920 R.B. GOULD'S PRIVATE CALCULATION BOOK #9, PAGE 51 & CSO4017, SUBDIVISION OF SEC. 17-18-12, SHOWS TIE
TO CORNER, LOST REESTABLISHED MIDWAY.
11-02-1964 (CS05379) SURVEY BY JEAN WM HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, 1/2" REIN. BAR.
02403-1966 (CS03991) SURVEY BY ROBERT W. ARNDORFER, PLS 535, CALCULATES POSITION, MONUMENT NOT FOUND.
DEC. 1966 (CS03978) SURVEY BY RICHARD P. HANKINS, PLS 687, SHOWS TIE TO 1/4 CORNER, NO MONUMENT DESCRIPTION.
03-29-1969 (CSO4890) SURVEY BY JOHN H. EATON, PLS 25Z SHOWS TIE TO WEST 114 CORNER, STEEL PIN BY HAWTHORNE.
03-27-1974 (CSO4893 & CSO4896) SURVEY BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO W 1/4 CORNER, FOUND 1/2" STEEL
PIN V WEST OF MURPHY ROAD CENTERLINE, NO R.P.S, FROM WHICH, SET TWO RPS:
- S52°W 95.49' 20" P. PINE.
- N82'W 103.OZ 4" P. PINE.
04-19-1974 (CS03983) SURVEY BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO W 1/4 CORNER, SEC. 16, FOUND 1/2" IR.
07-19-1974 (CSO4003) SURVEY BY GEORGE J. COOK, PLS 540, CALCULATES POSITION OF CORNER, NO MONUMENT
DESCRIPTION.
03-20-1975 (CS03984) SURVEY BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO W 1/4 COR. SEC. 16, NO MONUMENT
DESCRIPTION.
07-25-1976 (CSO4057) SURVEY BY DAVID B. ARMSTRONG, PLS 1026, SHOWS TIE TO CORNER, 12' IRON ROD.
11-09-1978 (CS03994) SURVEY BY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO W 1/4 CORNER, FOUND 1/2" IRON ROD_
02-09-1984 (RDCC 248) SECTION CORNER DESCRIPTION CARD 248 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD),
LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER
REFERENCES. SHOWS FD 1/2" I.R. (BENT) 0.03' UP 2.0' W. OF MURPHY RD CENTERLINE, FROM WHICH:
- SE COR. OF GOLF CLUB BUILDING 0.55' UP, TOP 1ST BLOCK, N47'W, 73.40'.
- SET DUPLEX NAIL 2.6' UP, E. SIDE P_ POLE 179505, N08"W, 95.75_
04-08-1986 (RD03075) MURPHY HAMILTON REALIGNMENT W-068, DESCHUTES COUNTY FIELD BOOK#154, PAGE 17,
SHOWS E 1/4 COR. SEC. 17, 10 REBAR IN A.C. MURPHY.
09-18-1986 (RDCC 591) SECTION CORNER DESCRIPTION CARD 591 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD),
LOCATED AT THE DESCHUTES COUNTY ROAD DEPT_ ENGINEERING VAULT, CIRCA 1980 CORNER
REFERENCES. SHOWS SET Z' BRASS CAP IN MORTAR IN A.C. MURPHY ROAD, FROM WHICH:
- (A) SET 518" REBAR W/ DESCH. CO. ALUM CAP N90'E 29.00'.
- (B) SET DUPLEX NAIL 5.0 UP ON E. FACE (PONDEROSA PINE) S18-W 174.70'.
03-17-1987 (CSO4030) PLAT SURVEY MURPHY ROAD BY THOMAS E. BLUST, PLS 2140, SHOWS TIE TO 1/4 CORNER, FND.
10 IRON ROD BY J.W. HAWTHORNE PER GOULD'S SECTIONAL BREAKDOWN USED BY EATON 3-29-1969AND
BUSSARD 3-27-1974_ R.P.'D BY COUNTY BEFORE CONSTRUCTION, RESET FROM R.P.S WITH 2" BRASS CAP
SET IN GROUT, FLUSH WITH PAVEMENT.
10-29-1992 (CS11285) SURVEY BY RICHARD L BRYANT, PLS 920, SHOWS TIE TO CORNER, FOUND BRASS CAP.
11-04-1992 (CS11289) SURVEY BY RICHARD L BRYANT, PLS 920, SHOWS TIE TO CORNER, CENTERLINE RD, NO
MONUMENT DESCRIPTION.
11-13-1992 (CS11297) SURVEY BY RICHARD L BRYANT, PLS 920, SHOWS TIE TO CORNER, FOUND BRASS CAP.
12-23-1997 (CS13145) SURVEY BY JEFFREY A KERN, PLS 1081, SHOWS CALCULATED TIE TO E 1/4 CORNER, NO
MONUMENT DESCRIPTION.
04-12-1999 (CS13603) SURVEY BY MICHAEL L. TOMPKINS, PLS 2033, SHOWS TIE TO CORNER, FND CAP PER CSO4030.
124ro-2002 (CS15187) SURVEY BY DOYLE R. GILLILAND, PLS 2666, SHOWS TIE TO W 1/4 CORNER, FD. 2' BRASS CAP.
01-16-2003 (CS15239) SURVEY BY RICHARD L. BRYANT, PLS 920, SHOWS TIE TO 1/4 CORNER, FND. 2' BRASS CAP.
02-18-2003 (CS15267) SURVEY BY WILLIAM R. TYE, PLS 1789, SHOWS TIE TO W 1/4 CORNER, FD. 2' BRASS CAP.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
RENEWS: 6/30/2028
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE WEST 1 4 CORNER SECTION 16 �
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 / OF
T18S, R12E, W.M. 1
PROJECT : CT138 DATE:07-16-2026 DRAWN BY: JKD CHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTY, OREGON
I go FlLE NAME: J CAD Pro' cts Surve in OCRR-CORNER CARDS 18121640 CT138 CountryClub Dr DWG CT138 18121640.dw