HomeMy WebLinkAboutOCRR 2093CORNER DESIGNATION
T17S R13E
20
SW Lj I
FOUND 3-1 /4" ALUMINUM 1/4 COR.
CAP IN ASPHALT, 0.4' S19
DOWN, PER OCRR 1059. 00046—
CONTROL MARK DATA S30
17131904, COCS 162.
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FOUND
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SEE D.C.S.O. FIELD BOOK 2024, PAGES 55-56
SEE ROAD BOOK 244, PAGES 40-47, FOR PROJECT W66151 N
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MAGNETIC DECLINATION: 140E �L �'
F
PERSONNEL PRESENT: JACOB POWELL, PLS �YOR S OF
JERROD DAVIS
MATHEW McCONNELL
FOUND 3-1/4"
ALUMINUM CAP IN
STANDARD COUNTY
MONUMENT WELL PER
OCRR m12 O 9 2._
CONTROL MARK DATA
17132040, COCS 1036.
THE COORDINATES AND STANDARD DEVIATIONS SHOWN
1/4 COR. S19 S20 ARE THE RESULTING VALUES FOR THE POINT PER A LOCAL
LEAST SQUARES ADJUSTED PROJECT CONTROL NETWORK
DERIVED FROM INTEGRATED REAL TIME KINEMATICS (RTK)
S89'56'56"W 2656.76' (MEAS)
S89'57'03"W 2656.72' (COCS)
S89'59'15'W 2656.83'
(CS03135, CS03152 & CSO4994)
N89'51'25"W 2056.83' (CS03194)
N89'51'25"W 2656.90'
(CS03204 & CS03206)
S89'59'28"W 2656.76' (CS05040)
FOUND 3-1/4" ALUMINUM
CAP DOWN 0.2' PER
OCRR a `//
CONTROL MARK DATA
17132940, COCS 1038.
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0
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S 19 S20
o AND TOTAL STATION TIES.
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tD 04
N o N O
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05/8" IRON ROD IN
0 o ROCK MOUND.
z O z CONTROL MARK DATA
17132004, COCS 165.
(NOT TIED THIS OCRR)
1/4 COR.
S20
S30 S29 S89-50'36"E 2646.63' (COCS) S29
S89'53'12"E 2646.76' (CS03191)
i
.-.
(MEAS) TIE TO WEST
w
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v o o PLSS CORNER IS FROM
cv SINGLE GNSS TIE ONLY
USING THE ORGN. TIES
`° V) TO NORTH AND SOUTH
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� 3 ARE PER ROAD
N
N N PROJECT W66151.
N O
00 N (COCS) INVERSE TIES
to
:t o 0 BETWEEN PUBLISHED
0
0 C v 1992-1993 CONTROL
MARK DATA
o
U0i COORDINATES.
in
S30 I S29 1/4 COR.
NARRATIVE SKETCH
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE THE EXISTING CORNER MONUMENT AND ACCESSORIES FOR
THE SOUTHWEST CORNER SECTION 20, T17S, R13E, W.M., AS PART OF THE POWELL BUTTE HIGHWAY AND NELSON ROAD PAVING PROJECT rn 0
W66151. ROAD IMPROVEMENTS FROM SAID PROJECT DID NOT IMPACT THE CORNER MONUMENTS OR ACCESSORIES. SEE CORRESPONDING N
RECORD OF SURVEY BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE FOR PROJECT W66151 FOR FURTHER INFORMATION. z z
0 0
w w
V) U)
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND A 3-1/4" DIAMETER ALUMINUM CAP PER OCRR 936 ON A 5/8" IRON ROD SET PER CS03194, IN A STANDARD COUNTY MONUMENT WELL,
MARKINGS ILLEGIBLE, DOWN 0.9 BELOW PAVEMENT, FROM WHICH:
126. FOUND AN 11" DIAMETER JUNIPER WITH A 16D NAIL AND 1" DIAMETER BRASS WASHER SET IN BLAZE, MARKED "LS 2033", UP 3.8'
SOUTHEAST FACE, BEARS N53033W W 104.49, RECORD (N450W 104.61' OCRR 936).
127. FOUND A 14" DIAMETER JUNIPER FENCE POST WITH A 16D NAIL AND 1" DIAMETER BRASS WASHER MARKER "LS 2033, UP 4.9
SOUTHWEST FACE, BEARS N5205200"E 35.11', RECORD (N560E 34.66' OCRR 936), (NE'LY 35.13, GEORGE COOK CORNER CARD NO. R-5),
(NE'LY 35.63 CS03194), AND (NE'LY 34.65, CSO4994 AND CS03152).
128. FOUND A 10" DIAMETER JUNIPER WITH A 16D NAIL AND 1" DIAMETER BRASS WASHER SET IN BLAZE, MARKED "LS 2033, UP 28'
NORTHWEST FACE, BEARS S31021-"E 47.06', RECORD (S260E 47.1(Y OCRR 936), (SE'LY 47.24% GEORGE COOK CORNER CARD NO. R-5
AND CS03194), AND (SE'LY 46.8T, CSO4994 AND CS03152).
129. FOUND A 12" DIAMETER JUNIPER WITH A 16D NAIL AND 1" DIAMETER BRASS WASHER SET IN BLAZE, MARKED "LS 2033, UP 3.3
NORTHEAST FACE BEARS S8200900"W 135.55, RECORD (S860W 135.65' OCRR 936).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
NO ADDITIONAL ACCESSORIES ADDED.
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 (rft)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000'00r' N
LONGITUDE OF CENTRAL MERIDIAN:
121 *17'00" W
NORTHING AT GRID ORIGIN:
0.000 ift
EASTING AT CENTRAL MERIDIAN:
3,300,000.000'rft
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.
127
28
COCS POINT #: 1037
COCS MARK NAME: 17132000
1v
NORTHING: 393,797.39 ift t0.01
EASTING: 3,321,000.25 ift t0.01
ORTHO HT: 3,467.11 ift t0.01
TYPE OF REPORT
CONDITION ONLY: X
RENEWED:
SURVEYED IN:
REFERENCED OUT:
INDEX FILE NO: zo Ts
ALPHANUMERIC
CORNER NUMBER: 17132000
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870 GLO SUBDIVISION OF T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W: NEWMAN, DEPUTY
SURVEYOR, UNDER CONTRACT N0.141, SET STONE 20x10x5 FOR CORNER TO SECTIONS 19, 20, 29 & 30. FROM
WHICH:
-A JUNIPER 101N. DIAM. BEARS N47-W 88 LKS.158.OEG DIST.
OCT 1904 SEGREGATION SUBDIVISIONS OF SECTIONS BOOK NO. 1, PAGES 22, 75, 77 & 78 C.O.I.D. IRRIGATED LAND
SURVEYS, DESCHUTES COUNTY MISCELLANEOUS RECORDS, SHOWS TIES TO CORNER, NO MONUMENT
DESCRIPTION.
11-01-1910 RD00332) THE GEO. M. ERICKSON COUNTY ROAD, SURVEYOR'S REPORT, BY FRED A RICE, COUNTY SURVEYOR,
SET ROCK MARKED "2 M' AT THE CORNER OF SECTIONS 19-20-29-30.
SEPT.1968 (CSO4994) SURVEY BY RICHARD W. BURTON, PLS 84Z SHOWS TIE TO CORNER, SET 51g' IR, SET PER COUNTY
ROAD NOTES BY INTERSECTION FROM NORTH AND WEST WITH TWO REFERENCES:
-18" FENCE POST, NE'LY 34.65.
- 4" JUN., SELY, 46.8T.
09-15-1969 (CS03152) SURVEY BY RICHARD W. BURTON, PLS 84Z SHOWS TIE TO CORNER, SET 5ffr IR, SET PER COUNTY RD.
NOTES BY INTER. FROM NORTH & WEST WITH TWO REFERENCES:
-18" FENCE POST, NE'LY 34.69.
- 4" JUN., SELY, 46.8T.
09-1970 (CS03135) SURVEY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
07-19-1974 (CS03194) SUBDIVISION SECTION 30 SURVEY BY GEORGE J. COOK, PLS 54Q SET 50 I.R., FROM WHICH:
-18" FENCE, NE'LY 35.63.
- 4" JUN., SELY 47.24'.
NO DATE GEORGE COOK CORNER CARD COR. NO. R-5, GCCC 1713200, BY GEORGE J. COOK, PLS 540, RESET CORNER
ACCORDING TO LOCATION BY BURTON BROS. SURVEY OF S.19, SET 5J8" I.R., FROM WHICH:
-18" FENCE POST, NE'LY, 35.13.
- 4" JUN., SELY, 47.24'.
NO DATE (CS03191) SUBDIVISION SECTION 29 SURVEY BY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO CORNER, FOUND
5/8" I.R. (COOK).
08-08-1986 (CS03206) MINOR LAND PARTITION, MP-86-9, BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FD. 51T
IRON ROD BY COOK
12-15-1988 (OCRR 936) OREGON CORNER RESTORATION RECORD BY MICHAEL L TOMPKINS, PLS 2033, FOUND 51T IR WITH
TWO BTS, SET ALUM. CAP ON 5/8" IRON ROD OFF EDGE OF POWELL BUTTE HWY, FROM WHICH:
- BTS WITH BRASS WASHER & NAIL IN FACE - LS 2033
- 6" JUNIPER, N450W,104.61'.
-14" FENCE POST, N560E, 34.69.
- 6" JUNIPER, S260E, 47.10'.
- 8" JUNIPER, S860W, 135.65.
01-09-1989 (CS03243) SURVEY BY MICHAEL L TOMPKINS, PLS 2033, SHOWS TIE TO CORNER, FOUND 51T IR, SET COUNTY
ALUM. CAP ON EXISTING ROD.
05-07-1991 (CS03204) PARTITION PLAT 1991-21 BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FOUND 59r IRON
ROD SET BY COOK IN SURVEY DATED 7/19/74 WITH ALUM. CAP MARKED "D.C.S.O'.
10-17-1991 (CS05040) PARTITION PLAT1991-67 BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FOUND 3" ALUMINUM
CAP.
1992-1993 CONTROL MARK DATA 17132000, COGRID #164, BY DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4"
ALUMINUM CAP IN CONCRETE, 0.3' BELOW GROUND. 0.5 EAST OF PAVEMENT.
10-221997 (RD03544) NELSON ROAD W41 0-01, FRESHWATERS, FIELD BOOK #232, PAGE 14, SHOWS SEC. COR. 3-114" DIA
DCSO ALUM. CAP.
o0/-oC/-9D01-57
REGISTERED
PROFESSIONAL
LAND SURVEYOR
" 94�� 0 frl- -t ! � �
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICE OREGON CORNER RESTORATION RECORD SHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE SOUTHWEST CORNER SECTION 20 1 541-388-6581 T� %S, R13E, W.M. OF
PROJECT : CT128 DATE:08-11-2025 DRAWN BY: JKD CHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON 1
FlLE NAME: J: CAD Pro' cts Surve 'nq\OCRR-CORNER CARDS\17132000 CT128 W66151 PBH & Erickson Rd\DWG\CT128 17132000.dwa