HomeMy WebLinkAboutOCRR 2094SEE D.C.S.O. FIELD BOOK 2024, PAGES 57-60
SEE ROAD BOOK 244, PAGES 40-47, FOR PROJECT W66151
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAVIS
MATHEW MCCONNELL
CORNER DESIGNATION
T17S R13E
W 1/4 29
MONUMENT DETAIL
FOUND
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30 129
N 1991 41
P LS 1081
FY
F D R S OF
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE THE EXISTING CORNER MONUMENT AND ACCESSORIES FOR
THE WEST ONE -QUARTER (1/4) SECTION 29, T17S, R13E, W.M., AS PART OF THE POWELL BUTTE HIGHWAY AND NELSON ROAD PAVING
PROJECT W66151. ROAD IMPROVEMENTS FROM SAID PROJECT DID NOT IMPACT THE CORNER MONUMENTS OR ACCESSORIES.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 3-1/4" DIAMETER ALUMINUM CAP IN CONCRETE PER OCRR 1067, MARKED AS SHOWN IN FOUND DETAILABOVE, DOWN 0.2, FROM
WHICH:
133. FOUND A 29' DIAMETER JUNIPER WITH ABLAZE, EAST FACE, NO NAIL, BEARS N10024'30"E 69.T TO EAST FACE, RECORD (N110E 69.48'
OCRR 1067), (N160E 66.26 GEORGE COOK CORNER CARD NO. T-517132940 AND CS03194)
134. FOUND A 14" DIAMETER JUNIPER WITH A 16D NAIL AND 1" DIAMETER BRASS WASHER, MARKED "LS 2033" IN A PARTIALLY HEALED
BLAZE, SOUTHWEST FACE, BEARS N42-15'3t7'E 23.94' TO NAIL., RECORD (N440E 23.94' OCRR 1067).
135. FOUND A 17 DIAMETER JUNIPER WITH DEEP MAGNETIC SIGNAL NORTH FACE, UP 2.0', BEARS S85.38WE 62-6 TO NORTH FACE,
(RECORD S810E 6252' OCRR 1067). ,
136. FOUND A 51W IR PER CS03194 (CAP THAT WAS INSTALLED PER OCRR 937 WAS REMOVED PER OCRR 1067), BEARS N330OIWE 3.5T,
RECORD (N340E 3.58' OCRR 1067).
137. FOUND A 234 DIAMETER SPLIT JUNIPER WITH A BLAZE ON NW FACE OF EASTERLY TRUNK, NO NAIL FOUND, BEARS S57016W W 69.6
TO NW FACE, ALSO FOUND A NAIL WITH OLD FLAGGING ON EAST FACE OF WEST TRUNK, BEARS S58023'00"W70.92' TO NAIL, RECORD
(S340W 70.01' OCRR 1067).
138 FOUND A 4' TALL JUNIPER STUMP, NO NAIL FOUND, EAST BASE BEARS S72014'30'W 72.2, RECORD (S7(0W 71.18' OCRR 1067).
139. FOUND A 23" DIAMETER JUNIPER WITH A HEALED BLAZE AND DEEP MAGNETIC SIGNAL, UP 2.6' ON NORTH FACE, BEARS S89.16WW
77.7 TO NORTH FACE, RECORD (S880W 77.11' OCRR 1067).
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.
COUNTY SURVEYOR'S NOTE
PER THE INFORMATION FROM THE CORNER HISTORY, THE POSITION OF THE FOUND MONUMENT SET PER GS03194 WAS
PERPETUATED BY COOK USING SINGLE PROPORTION HOLDING MIDPOINT). THE POSITION OF THE FOUND MONUMENT SET PER
OCRR 1067 WAS PERPETUATED BY KERN BY HOLDING FOUND EVIDENCE FROM GOUL.D'S 1928 ROAD MAP AND NOTES.
IT APPEARS FROM THIS INFORMATION THAT THE LOCATION OF KERN'S PERPETUATION USING FOUND EVIDENCE FROM GOULD'S
1928 ROAD SURVEY WOULD BE A MORE DIRECT PERPETUATION OF THE ORIGINAL GLO CORNER POSITION AS COMPARED TO A
PROPORTIONED POSITION PER COOK
WITH THIS SAID, CARE MUST BE GIVEN WHEN RETRACING SURVEYS THAT MAY HAVE RELIED ON COOK'S MONUMENT. COOK'S
MONUMENT MAY STILL BE RELEVANT AND MAY POSSIBLY BE A POINT OF LOCAL CONTROL
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:
4300OW 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
AS FOUND PER
OCRR ,fin q 3
COGRID MARK
NAME 1713200
COCS 1037
(MEAS) TIE TO
ADJACENT CORNERS
ARE PER ROAD
PROJECT W66151.
(COCS) INVERSE TIES
BETWEEN PUBLISHED
1992-1993 CONTROL
MARK DATA
COORDINATES.
S19 S20
S30 S29
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1/4 COR. S30 0 S29
FOUND 3-1/4"
ALUMINUM CAP
IN CONCRETE
OCRR 0927 SEC. COR.
COGRID MARK
NAME 17132900
SKETCH COGS #182
JASON ROAD
(GRAVEL SURFACE)
139
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SCALE 130'
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M M 06
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S31 A S32
THE COORDINATES AND STANDARD DEVIATIONS
COCS POINT k
1038
TYPE OF REPORT
INDEX FILE NO: Z0Q
SHOWN ARE THE RESULTING VALUES FOR THE POINT
COCS MARK NAME:
17132940
PER A LOCAL LEAST SQUARES ADJUSTED PROJECT
CONDITION ONLY: X
ALPHA/NUMERIC
CONTROL NETWORK DERIVED FROM INTEGRATED
1a
RENEWED:
CORNER NUMBER: 17132940
REAL TIME KINEMATICS (RTK) AND TOTAL STATION
NORTHING:
391,153.98 ift t0.01
SURVEYED IN:
TIES.
EASTING:
3,320,995.03 ift t0.01
REFERENCED OUT:
I 133
I
1
1
11
I'
134
1
136
PRIVATE DRIVE
(GRAVEL SURFACE)
ORTHO HT: 3,482.51 ift t0.01
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1970 GLO SUBDIVISION OF T17S, R13E, WILLAMETTE MERIDIAN, BY GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER
CONTRACT NO. 141, SET STONE 16X14X6 FOR THE 1/4 SECTION CORNER. (NO BEARING TREES OR OTHER ACCESSORIES
FOR THIS CORNER WERE NOTED IN GLO NOTES).
1928 404) BEND
PRINE� E MARKET ROAD, FIELD BOOK #59 PAMAP OF SECTION I BEND PRINEVILLEGE 4, RKET DNOTES, SHOWS CORNER NO. 14 BY ROBERT LPERPENDIAND CULAR AND 29.0'
EASTERLY OF ROAD CENTERLINE POT AT STATION 31+94.2, FROM WHICH BEARING TREES TO THE CENTERLINE POT.
-14" JUNIPER, WESTERLY, 48.00'.
-12' JUNIPER, SOUTHWESTERLY, 48.00'.
07-19-1974 (CS03194) SUBDIVISION SECTION 30 SURVEY BY GEORGE J. COOK, P.LS. 540, SET 50 I.R., (SET AT MIDPOINT), WITH TWO
REFERENCES:
- 20' JUN., NFLY 66.25%
-15' JUN., SPLY 60.63.
NO DATE GEORGE COOK CORNER CARD COR. NO. T-5, GCCC 17132940, BY GEORGE J. COOK, P_LS_ 540, SET 5V I.R. AT MIDPOINT
BETWEEN NE COR. S. 30 & SE COR. S. 30, WITH TWO REFERENCES:
- RP NAIL (WEST FACE), 20" JUN., N160E, 66.26.
- RP NAIL (N. FACE), 15" JUN., S800E, 60.63_
NO DATE CS03191) SUBDIVISION SECTION 29 SURVEY BY RICHARD H. GRAUE, P.L.S. 930, SHOWS TIE TO CORNER, FND. 5l8' I.R.
0.11' N. 0.24' E.
02-11-1980 (CS03200) MINOR LAND PARTITION, MP-78-290, BY RAYMOND E. OMAN, P.LS. 702, SHOWS TIE TO CORNER, #5 S.R. RSG.14".
05-26-1980 (CS03211) PLAT OF SURVEY BY RAYMOND E. OMAN, P.LS. 702, SHOWS TIE TO CORNER, #5 S.R. RSG.147.
O&D&1986 (CS03206) MINOR LAND PARTITION, MP486-9, BY MICHAEL W. TYE, P.L.S. 1046, SHOWS TIE TO CORNER, BEING AT 900 29.7
FROM SPIKE SET SPIKE AT CENTERLINE STATION 31+94.2 P.O.T. FROM ORIG. REF_ TREES (ROAD NOTES), FD. 5e IRON
ROD BY COOK, N 3.9 & E 2.0' FROM POSITION PER ROAD NOTES.
12-15-1988 (OCRR 937) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY MICHAEL L. TOMPKINS, P.LS. 2033, FOUND 5/8"
IRON ROD, 1.2 ABOVE GROUND, SET ALUM. CAP "LS 2033" ON 51T IRON ROD WITH REFERENCES:
- SET BTS WITH BRASS WASHER & NAIL IN FACE - LS 2033.
- 6" JUNIPER, S690W, 74.W.
- 8" JUNIPER, N400E, 20.44'.
05-09-1991 (CS03204) PARTITION PLAT 1991-21 BY MICHAEL W. TYE, P.L.S. 1046, SHOWS TIE TO CORNER, FD. 59r IRON ROD SET BY
COOK NORTH 3.0' & EAST 20' WITH ALUM. CAP MARKED "D.C.S.O.".
07-19-1991 (OCRR 1067) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY JEFF A KERN, P.LS.1081, FOUND 5Ar IRON ROD
WITH 3' ALUMINUM CAP DATED "1988" FROM WHICH:
- A 20P JUNIPER BEARS NE'LY 66.29 (COOK)
-A 15" JUNIPER BEARS SE'LY 60.63 (COOK)
- A 6" JUNIPER BEARS S690W 74.00' (TOMPKINS)
- A 8" JUNIPER BEARS N4(0E 20.44' (TOMPKINS)
fME FOUND MONUMENT WAS NOT ACCEPTED AS THE CORNED OCRR 1067 USED FOUND ACCESSORIES FOR THE ROAD
POT, PER GOULD 1928, TO PERPETUATE THE CORNER POS1770N)
SET 3" ALUMINUM CAP "DESCHUTES COUNTY SURVEYORS LS1081 1991"ON 2" IRON PIPE (12' LOG WITH FLANGE) IN
CONCRETE. REMOVED 3" ALUMINUM CAP FROM 5/8" IRON ROD THAT BEARS N340EM 3.59 (COOK), WITH REFERENCES:
- FD. P.K. NAIL 31+94.2 P.O.T., W'LY, 29.00'.
- 22" JUNIPER W/ NAIL IN BLAZE, W. FACE, N110E, 69.49.
- 8" JUNIPER W/ NAIL & WASHER "LS2033" IN BLAZE (SW FACE), N440E, 23.94'.
-14" JUNIPER W/ NAIL (N. FACE), S810E, 62-52.
-15" JUNIPER Wl NAIL IN OLD BLAZE (NW FACE), S580W, 70.01
- 7" JUNIPER W/ NAIL & WASHER "LS2033" IN BLAZE (E. FACE), S700W, 71.18'.
-17" JUNIPER Wl NAIL (N. FACE), S880W, 77.11'_
FROM PK NAIL AT STATION 31+94.2 POT:
-15" JUNIPER WITH NAIL IN OLD BLAZE (NW FACE) BEARS SOUTHWESTERLY 48.00'.
-17" JUNIPER WITH NAIL (N. FACE) BEARS WESTERLY 48.00'.
1992-1993 CONTROL MARK DATA 17132940, COCS #184,13Y DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4" ALUMINUM CAP
AT GROUND LEVEL
135 05-03-2012 (CS18376) PARTITION PLAT 2012-6 BY GLENN J. EASTMAN, P.L.S. 2575, SHOWS TIE TO CORNER, 3' ALUMINUM DESCHUTES
COUNTY SURVEYOR'S. PER OCRR 1067.
12-12-2014 CS18806) RIGHT OF WAY SURVEY BY MICHAEL J. BERRY, P.LS. 2390, SHOWS TIE TO CORNER, FOUND 3' ALUMINUM CAP IN
CONCRETE PER OCRR 1067. MONUMENT IS KERN'S PERPETUATION OF ORIGINAL GLO CORNER PER OCRR 1067 (COGS
#184, MARK NAME 17132940).
02-26-2023 CS21027) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY JOHN T. HAGLUND, P.LS. 5502Z SHOWS TIE TO CORNER, I
3-1/4" ALUMINUM CAP (OCRR #1067).
IEASURED AND RECORD TIES FROM COOK MONUMENT M36)
SEE DESCRIPTION OF CORNER EVIDENCE FOUND FOR DESCRIPTIONS)
&133 BEARS N09013'30"E 66.4, RECORD (N160E 66.25' COOK CORNER CARD AND CS03194)
,3Fr135 BEARS S82041'�"E 60.9', RECORD (S800E 60.63 COOK CORNER CARD AND CS03194)
136-134 BEARS S43.52WE 20.43' RECORD (N4(0E 20.44' OCRR 937)
136-138 BEARS S70031'00"W 75.0', RECORD (S690W 74.00' OCRR 937)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICEOREGON CORNER RESTORATION RECORD SHEET
1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-38"581 WEST ONE —QUARTER (1/4) CORNER SECTION 29 T17S, R13E, W.M. OFPROJECT : CT129 DATE:08-12-2025 DRAWN BY: JKD CHECKED BY: KRS, JDP DESCHUTES COUNTY, OREGON
L 00 FlLE NAME: J: CAD Pro' cts Surve 'n OCRR—CORNER CARDS 17132940 CT129 W66151 PBH & Jason Rd DWG CT129 17132940.dw