HomeMy WebLinkAboutOCRR 2068CORNER DESIGNATION
T17S R12E
27 2-1/2- BRASS CAP
IN MONUMENT BOX
PER OCRR 0734
28 27 S89'34'58"W 2628.88' (CS2032i
S1/4
33 34 S89'34'55"W 2628.93' (COCS)
MONUMENT DETAIL
SET
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T17S R12E 21
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ORS
SEE D.C.S.O. FIELD BOOK 2021, PAGES 63-65
MAGNETIC DECLINATION: 14°E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAVIS
MATHEW MCCONNELL
NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO RESET AND
REFERENCE OUT THE EXISTING CORNER DUE TO ROAD CONSTRUCTION AT THE INTERSECTION
OF NE NEFF ROAD AND NE PURCELL BOULEVARD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2-1/2" BRASS CAP, WITH ILLEGIBLE MARKINGS, DOWN 0.61' BELOW PAVEMENT IN
MONUMENT WELL. PREVIOUS REFERENCES DESTROYED OVER TIME BY IMPROVEMENTS AT THE
INTERSECTION. PRIOR TO CONSTRUCTION LOCAL CONTROL MONUMENTS AND THE CORNER
MONUMENT PER PRE -CONSTRUCTION SURVEY CS20327 WERE TIED AND VERIFIED AGAINST THE
PUBLISHED COCS COORDINATE VALUES PER SAID SURVEY. SAID PUBLISHED VALUES AGREED
WITH COUNTY TIES.
3. AT PUBLISHED COORDINATES FOUND 5/8" IRON ROD WITH RED PLASTIC CAP "AKS
ENGR. CONTROL", CONTROL POINT 3, PER CS20327.
60. AT PUBLISHED COORDINATES FOUND 5/8" IRON ROD WITH RED PLASTIC CAP "AKS
ENGR_ CONTROL", CONTROL POINT 60, PER CS20327.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
HOLDING VERIFIED LOCAL CONTROL MONUMENTS 3 AND 60 PER SAID CS20327, AT POSITION OF
FOUND 2-1/2" BRASS CAP, SET A 3-1/4" ALUMINUM CAP, MARKED AS SHOWN ABOVE, ON A 5/8"
DIAMETER X 30" IRON ROD IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH:
9. SETA 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" FLUSH IN
TOP OF CONCRETE CURB, BEARS N60'2T30"E 47.66'.
10. SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" FLUSH IN
TOP OF CONCRETE CURB, BEARS S59-5600-E 46.23'.
11. SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" FLUSH IN
SE CORNER OF CONCRETE STORM DRAIN CURB INLET STRUCTURE, BEARS S72"34'00"W,
111.42'.
12. SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" FLUSH IN
NE CORNER OF CONCRETE STORM DRAIN CURB INLET STRUCTURE, BEARS N76"24'30"W
107.33'.
NOTE: BEARINGS MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GNSS 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:
43000'00" 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.
TO CONTROL POINT 60
PUBLISHED PER
THE HORIZONTAL COORDINATES SHOWN WERE
COCS POINT #:
1002
TYPE OF REPORT
THE VERIFIED COORDINATES HELD PER CS20327.
COCS MARK NAME:
17122704
THE ORTHO HT AND STANDARD DEVIATION
CONDITION ONLY:
VALUES SHOWN ARE RESULTING VALUES OF A
1Q
RENEWED:
LEAST SQUARES ADJUSTMENT USING
NORTHING:
388,531.592 ift t0.02
SURVEYED IN:
REPETITIVE GNSS RTK TIES ON SET CORNER
EASTING:
3,302,516.764 ift t0.02
REFERENCED OUT' X
MONUMENT. HELD HORIZONTAL COORDINATES
ORTHO HT:
3,587.71 ift t0.04
FELL WITHIN THE STANDARD DEVIATION VALUES
TRANSFORMATION:
DESCHUTES 13
OF THE ADJUSTED GNSS TIES.
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
SET 3-1/4-
ALUMINUM CAP IN 4" ALUMINUM CAP
MONUMENT WELL IN MONUMENT BOX
PER THIS OCRR PER OCRR 1954
1 /4 COR. N89'40'29"E 2631.76' (CS20327) 27 26
N89'40'29"E 2631.71' (COCS) 34 35
0 20 40
SCALE 1 " = 20'
INDEX FILE NO: 2. 0(o 9
ALPHAINUMERIC
CORNER NUMBER: 17122704
08-31-1870 GLO SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET
STONE 16x8x7 FOR 114 CORNER (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE DESCRIBED IN GLO NOTES).
MAY 1910 (CS03031) SUBDIVISION OF NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 34, BY L.D. WIEST (ENGINEER), TIES TO
CORNER, MONUMENT NOT DESCRIBED.
1910 (RD00781) ALMUS NEFF COUNTY ROAD SURVEY REPORT, BY FRED A. RICE, CENTERLINE CALL TO THE 114 CORNER, MONUMENT NOT
DESCRIBED.
NO DATE (CS03026) SUBDIVISION OF SECTION 34 (NOT SIGNED) BY AUBREY PERRY, P.L.S. 142, 1/2" REBAR.
-POLE 24.65' NORTHERLY.
-14" JUNIPER 107.3' NORTHEASTERLY.
-10" JUNIPER 86.0' SOUTHWESTERLY.
(SEE GOULD'S CALCULATION BOOK 12, PAGE 35).
01-31-1973 (CS02850) SURVEY BY JAMES E. BUSSARD, P.L.S. 599, FOUND BRASS CAP IN MONUMENT BOX.
-NORTH 25.13' POWER POLE.
-S720W 86.25' 8" JUNIPER.
01-31-1973 (CS02852) SURVEY BY JAMES E. BUSSARD, P.L_S. 599, FOUND BRASS CAP IN MONUMENT BOX.
-NORTH 25.13' POWER POLE.
-S720W 86.25' 8" JUNIPER.
08-14-1973 (CS02851) SURVEY BY JAMES E. BUSSARD, P.L_S. 599, 3" BRASS CAP IN MONUMENT BOX SOUTH 1/4 CORNER SECTION 27.
05-01-1974 (CS07578) PLAT OF-HOLLIDAY PARK", BY JAMES E_ BUSSARD, P.L.S. 599, 3" BRASS CAP.
09-26-1975 (CS03028) SURVEY BY JAMES E. BUSSARD, P.L_S. 599, FOUND 3" BRASS CAP IN MONUMENT BOX.
OCTOBER 1975 (CS10960) UNRECORDED PLAT OF "MEDICOLONY", BY GEORGE J. COOK, P.L.S. 540, 3" BRASS CAP IN COUNTY ROAD DEPARTMENT
MONUMENT BOX.
03-12-1976 (CS07065) PLAT OF "EDGECLIFF', BY DAVID B. ARMSTRONG, P.L.S. 1026, 3" BRASS CAP IN COUNTY ROAD DEPARTMENT MONUMENT BOX.
08-16-1976 (CS02826) SURVEY BE JAMES E. BUSSARD, P.L.S. 599, BRASS CAP FOUND.
08-29-1977 (CS03053) SURVEY BY MICHAEL W. TYE, P.L.S. 1046, FOUND 2" BRASS CAP IN MONUMENT BOX.
07-22-1977 (CS02821) SURVEY BY MICHAEL W. TYE, P.L.S. 1046, FOUND BRASS CAP.
11-MI977 (CS02827) MAJOR PARTITION MJP-77-26, BY JAMES E. BUSSARD, P.L.S_ 599, TIE TO CORNER, MONUMENT NOT DESCRIBED.
12-21-1977 (CS03030) MAJOR PARTITION MJP-77-29, BY JAMES E. BUSSARD, P.L.S. 599, TIE TO CORNER, MONUMENT NOT DESCRIBED.
02-MI978 (CS08969) PLAT OF "QUAIL HOLLOW", BY JAMES E_ BUSSARD, P.L.S. 599, FOUND 3" BRASS CAP IN MONUMENT BOX.
04-19-1978 (CS03056) SURVEY BY JOHN H. EATON, P_L.S. 252, TIES TO FOUND CORNER, MONUMENT NOT DESCRIBED.
07 20-1978 (CS08135) PLAT OF -MATSON PARK", BY JAMES E_ BUSSARD, P.L.S. 599, "INITIAL POINT", BRASS CAP IN A MONUMENT BOX.
08-23-1978 (CS10825) PLAT OF-WILLIAMSON PARK", BY MICHAEL W. TYE, P.L.S. 1046, 2" BRASS CAP IN MONUMENT BOX.
06-07-1979 (CS03020) SURVEY BY EDGAR W. GRAVES, P.L.S. 980, TIE TO CORNER, MONUMENT NOT DESCRIBED.
05-02-1979 (CS08979) REPLAT OF "QUAIL HOLLOW" BY RICHARD H. GRAUE, P.L.S. 960, TIE TO CORNER, MONUMENT NOT DESCRIBED.
05-01-1980 (CS03032) SURVEY BY JOHN E_ HOLLINGSWORTH, P.L.S. 691, FOUND 2" BRASS CAP IN MONUMENT BOX.
06-03-1980 (CS10037) PLAT OF "SUNSTONE PHASE I", BY GARY W. HICKMAN, P.L.S. 1678, FOUND BRASS CAP IN MONUMENT BOX.
12-03-1987 (CS10832) PLAT OF-WILLIAMSON PARK 1 ST ADDITION", BY MICHAEL W. TYE, P.L.S. 1046, TIE TO CORNER, MONUMENT NOT DESCRIBED.
01-14-1988 (CS10833) PLAT OF ' WILLIAMSON PARK 2ND ADDITION", BY GEORGE W. COLVIN, JR., P.L.S. 1020, TIE TO CORNER, MONUMENT NOT
DESCRIBED.
04-05-1988 (OCRR 0733) OREGON CORNER RESTORATION RECORD BY W.C. KAUFFMAN, P.L.S_ 1031, FOUND A 2-1/2" BRASS CAP IN A MONUMENT BOX.
CAP IS 0.5' BELOW PAVEMENT AND 30' EAST OF THE INTERSECTION OF NEFF RD., AND PURCELL BLVD.
-SET DUPLEX NAIL 1.0' UP WEST SIDE LIGHT POLE, N22"E 33.80'.
-CHISELED "X" WITH PUNCH HOLE IN CENTER IN CURB. S220E 25.44'.
08-24-1990 (CS02859) SURVEY BY RUSSELL M. KARL, JR., P.L.S. 2257, FOUND 2" BRASS CAP.
12-05-1990 (CS03045) PARTITION PLAT NUMBER 1990-64, BY GARY W. HICKMAN, P.L.S. 1678, BRASS CAP IN PAVEMENT.
04-01-1991 (CS05120) CONDOMINIUM PLAT OF "ASPEN GLEN TOWNHOMES, STAGE I", BY RUSSELL M. KARL, JR. P.L.S. 2257, FOUND 2" BRASS CAP.
06-20-1991 (CS02895) PARTITION PLAT NUMBER 1991-29, BY MICHAEL L. TOMPKINS, P.L.S. 2033, FOUND BRASS CAP.
12-19-1991 (CS06693) CONDOMINIUM PLAT OF "ASPEN GLEN TOWNHOMES, STAGE 11", BY RUSSELL M. KARL, JR. P.L.S. 2257, FOUND 2" BRASS CAP.
08-17-1992 (CS11197) PARTITION PLAT NUMBER 1992-41, BY GARY W. HICKMAN, P.L.S. 1678, BRASS CAP IN PAVEMENT.
1992-1993 CONTROL MARK DATA 17122704, COGRID #130, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS BRASS CAP IN MONUMENT BOX AT
CENTERLINE OF NEFF ROAD.
12-15-1994 (CS12039) PARTITION PLAT NUMBER 1994-48, BY LYNN J. BRUNO, P.L.S. 2335, 3" BRASS CAP IN MONUMENT BOX.
02-16-1995 (CS12101) PLAT OF "WHISPER RIDGE", BY GEORGE W. COLVIN JR., P.L.S. 1020, BRASS CAP BURIED 6" UNDER PAVEMENT.
08-15-1996 (CS12669) PLAT OF "WILLIAMSON PROFESSIONAL PARK", BY BRIAN W. REEVES, P.L.S. 2677, FOUND 3" BRASS CAP IN MONUMENT BOX.
10-13-1997 (CS13071) SURVEY BY ROBERT M_ KARL, P.L.S. 1642, FOUND 2" BRASS CAP IN MONUMENT BOX.
06-19-1998 (CS13313) PARTITION PLAT NUMBER 1998-27, BY JEFFERY A. KERN, P.L.S. 1081, MONUMENT NOT FOUND, PAVED OVER.
11-21-2000 (CS14274) CONDOMINIUM PLAT "FULL MOON VIEW, CONDOMINIUM STAGE II", BY MICHAEL W. TYE, P.L.S. 1046, CALCULATED POSITION.
07 20-2001 (CS14562) PLAT OF "PINES AT PILOT BUTTE, PHASES 1&2", BY JAMES R. TYE, P.L.S. 1104, FOUND BRASS CAP.
10-29-2001 (CS14686) PLAT OF "PINES AT PILOT BUTTE, PHASES 3&4", BY MICHAEL W. TYE, P.L.S. 1046, FOUND BRASS CAP.
07-24-2002 (CS15041) SURVEY BY MICHAEL W_ TYE, P.L.S. 1046, BRASS CAP IN MONUMENT BOX.
09-16-2002 (CS15091) PLAT OF "PINES AT PILOT BUTTE PHASE 5", BY MICHAEL W. TYE, P.LS. 1046, BRASS CAP IN MONUMENT BOX.
06-04-2003 (CS15409) PARTITION PLAT NUMBER 2003-34, BY ROBERT M. KARL, P.L.S. 1642, MONUMENT NOT IN (HAS BEEN DESTROYED) COMPUTED
POSITION ONLY.
03-07-2006 (CS16806) SURVEY BY TODD R_ CATTERSON, P.L.S. 53270, FOUND 3" BRASS CAP MONUMENT IN MONUMENT BOX AS PER CERTIFIED
RECORD OF LAND CORNER MONUMENTATION FORM, OCRR #0733, BY W.C. KAUFFMAN,LS 1031, DATED APRIL 5, 1988.
04-11-2007 (CS17278) SURVEY BY GEORGE G. HARTMAN, P.L.S. 2070, BRASS CAP (NOT MEASURED).
11-21-2017 (CS19512) PLAT OF "LEEHAVEN", BY HAYES A. Mc/COY, P.L.S. 65686, FOUND 2-1/2" BRASS CAP PER OCRR 733.
11-06-2019 (CS20046) SURVEY BY PATRICK GAGE COLE, P.L.S_ 79157, FOUND 2-1/2" BRASS CAP.
10-05-2020 (CS20327) SURVEY BY JACOB D. POWELL, P.L_S. 90744, 2-1/2" BRASS CAP IN MONUMENT BOX, 03 hq/Aoa
y
PER OCRR 733, NE NEFF ROAD STA 50+00.000.
REGISTERED
05-10-2021 (CS20510) SURVEY BY BENJAMIN J. HRON, P.L.S. 92723, RECOVERED 2-1/2" BRASS CAP IN PROFESSIONAL
MONUMENT CASE OCRR 733, UNKNOWN ORIGIN. LAND SURVEYOR
02-22-2023 (CS21036) SURVEY BY JACOB A. CARSON, P.L.S. 94570, FOUND 2-1/2" BRASS CAP IN MON
WELL, PER OCSS 733_ ,
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 SOUTH 1 /4 CORNER SECTION 27 OF
T17S, R12E, W.M. 1
PROJECT : CT72 DATE: 03 14 2024 IDRAWN BY: JDP, JKD TCHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTY, OREGON
FILE NAME: J:\CAD\Projects\Surveying\OCRR-CORNER CARDS\17122704 CT72 PURCELL & NEFF\DWG\17122704 CT72 OCRR 18x24.dwe