HomeMy WebLinkAboutOCRR 2087SEE D.C.S.O. FIELD BOOK 2024, PAGES 31-36
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAVIS
MATHEW WCONNELL
CORNER DESIGNATION
T16S R12E
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NARRATIVE
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RENEW AND REFERENCE OUT THE SOUTH
ONE -QUARTER CORNER (1/4) SECTION 20, T16S, R12E W.M. PRIOR TO A PAVING IMPROVEMENT PROJECT ON SWALLEY ROAD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2" BRASS CAP ON A 1/2" X 12" IRON SPIKE IN CONCRETE SET PER CS01949, MARKINGS AS SHOWN IN FOUND DETAILABOVE
0.2' BELOW PAVEMENT, ALSO FOUND A 3W X 24" IRON ROD OR POSSIBLY SPIKE, BENT SOUTHEASTERLY, SET PER CS01950,
DIRECTLY UNDER SAID SURFACE MONUMENT AND CONCRETE, FROM WHICH:
108 FOUND DUPLEX NAIL IN SIDE CENTER OF NORTHEAST FACE POWER POLE CEC 128325 (5), UP 1.8% BEARS S4930'30"E 25.47
TO NAIL, RECORD (SOUTHEASTERLY 25.49 CS01949), (S36-E 25.40' OCRR 865), (S35-E 25.42' RDCC 421).
107 FOUND 21" DIAMETER JUNIPER WITH A PARTIALLY HEALED SCAR ON THE NORTH FACE, UP 2(7, NO VISIBLE NAIL BUT
MAGNETIC SIGNAL DETECTED, BEARS S73'12'00E 50.7 TO SIDE CENTER OF NORTH FACE, S71"35'00''E TO CENTER OF TREE,
RECORD (S69°E 50.30' CS01950), (S78'E 50.27' OCRR 865).
106 FOUND 23" DIAMETER TWIN JUNIPER, NO NAIL, BEARS NO8'38'30"E 79.7 TO SIDE CENTER OF WEST FACE, N09'23WE TO
CENTER OF TREE, RECORD (NORTHEASTERLY 80.11' CS01949), (N18'E 80.00' OCRR 865).
109 FOUND 30" TWIN JUNIPER, NO NAIL, BEARS S27°OBWW 86.8' TO CENTER OF NORTHEASTERLY FACE OF TREE, 88.1'
CALCULATED DISTANCE TO CENTER OF TREE, RECORD (S50°W 87.9(Y CS01950), (SOUTHWESTERLY 87.9(Y GS01876), (S40°W
87.90' OCRR 865).
110 FOUND NAIL IN SIDE CENTER OF SOUTH FACE 2C r' DIAMETER JUNIPER, UP 29, BEARS N74'27W W 36.90' TO NAIL, N73.49W W
TO CENTER OF TREE, RECORD (N66"W 36.7(Y CS01950), (NORTHWESTERLY 36.79 CS01949), (NORTHWESTERLY 36.7(r
CS01876), (N70°W 36.82' OCRR 865).
111 FOUND 12" DIAMETER JUNIPER, NO NAIL, BEARS N08020'OOr'E 82.9 TO SIDE CENTER OF WEST FACE, N08"39'OOr'E TO CENTER
OF TREE, RECORD (NORTHEASTERLY 80.1 V CS01949), (N14�E 83.16 RDCC 421), (N18'E 80.00 OCRR 865).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE FOUND BRASS CAP MONUMENT AGREED WITH RECORD TIES TO FOUND ACCESSORIES AND RECORD TIES TO ADJACENT
CORNERS. THE FOUND BRASS CAP AND 3/4" IRON ROD WERE REMOVED. AND REPLACED WITH A3-1/4"ALUMINUM CAP, MARKED
AS SHOWN IN SET DETAIL ABOVE, ON 5J8" DIAMETER X 30" IRON ROD IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH:
A SET 1-1/2" DIAMETER ALUMINUM CAP ON A 5/8" X 24" IRON ROD, MARKED "DESCHUTES CO REF MON", AS FOLLOWS:
403. EAST SIDE OF SWALLEY ROAD, BEARS N05"49'30"E 54.16% FLUSH.
402 WEST SIDE OF SWALLEY ROAD, BEARS S16"14'00"W 79.37', FLUSH.
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 (dt)
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 1 /2" IRON C 1/4 COR.
ROD, PER CS01877,
BENT N—NE'LY,
TIED POINT OF
ENTRY
MEASURED TIES TO ADJACENT
PLSS CORNERS ARE FROM
SINGLE GNSS OBSERVATIONS
ONLY USING THE ORGN.
FOUND 3-1/4-
ALUMINUM CAP IN
MONUMENT WELL
PER OCRR 1674,
DOWN 0.6'
S19 T S20 389-21'56"W 2652.08' (MEAS)
S30 S29 S89'41'36"W 2652.11' (CS01950)
S301
S89'2637"W 2652.09' (CS03255)
S89735W 40.03LKS €2642.0'1 (GLO)
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THE COORDINATES AND STANDARD DEMA11ON
VALUES SHOWN ARE THE RESULTING VALUES FOR
THE POINT PER A LOCAL LEAST SQUARES
ADJUSTED PROJECT CONTROL NETWORK DERIVED
FROM INTEGRATED REAL TIME KINEMATICS (RTK)
AND TOTAL STATION TIES.
COGS POINT#:
1032
TYPE OF REPORT INDEX FILE NO: 2 �g
COCS MARK NAME:
16122004
CONDITION ONLY: ALPHAINUMERIC
1 o
RENEWED: X CORNER NUMBER: 16122004
NORTHING:
425,532.25 ift t0.02
SURVEYED IN:
EASTING:
3,291,988.21 ift t0.02
REFERENCED OUT: X
ORTHO HT:
3,273.99 ift t0.02
TRANSFORMATION:
DESCHUTES 13
FOUND 2" BRASS CAP (BC) IN
CONCRETE AS FOUND PER
OCRR 884, 0.7' BELOW ROAD HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
SURFACE, A 1-1/4" OD IRON
PIPE BEARS S47'03'30"W 1.9'
FROM BRASS CAP, (THIS OCRR 08-31-1870
IS NOT VERIFYING THE
STANDING OF THE MONUMENTS
FOUND AT THIS CORNER 06-25-1912
LOCATION SHOWN FOR TIES
i / RENEWED 1/4 CORNER ONLY) ' 05-01-1961
20 N89-35'16"E 2652.05' (MEAS TO BC) S20 S21
29
N89-41'36"E 2652.11' (CS01950)
N89'35'53"E 2652.11' (CS01949)
N8935'33"E 2652.05' (CS18327)
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S89'35'W 40.03LKS €2642.0'1 (GLO)
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FOUND 5/8" IRON C 1/4 COR. • S 29
ROD, NO CAP, IN
ASPHALT, AS
FOUND PER
CS13151
PRIVATE DRIVE
(GRAVEL SURFACE)
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106
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SCALE 1" = 30'
S29 S28
03-15-1962
05-29-1961
11-28-1962
07-06-1964
10-06-1965
JAN 1969
01-07-1972
04-10-1980
07-17-1980
05-30-1982
10-21-1988
06-12-1990
07-03-1991
08-25-1995
12-31-1997
10-26-2011
ORIGINAL (GLO) SUBDIVISION OF T16S, R12E, WILLAMETTE MERIDIAN, GEORGE W. NEWMAN, DEPUTY
SURVEYOR, UNDER JOINT CONTRACT NO. 141, SET STONE 17X9X5 FOR 114 SEC. COR., (NO BEARING TREES FOR
THIS CORNER WERE NOTED IN GLO NOTES).
(RD01125) THE R.G. STURGEON ET. AL. COUNTY ROAD SURVEYOR'S REPORT BY FRED A RICE, SET STONE
MARKED 1 M AT THE 114 CORNER SEC. COR. BET. SECS. 20 & 29.
(CS01950) SUBDIVISION SECTION 29 SURVEY BY JEAN WM. HAWTHORNE, PLS 454, SUBDIVIDED THE SECTION
AND SET LARGE SPIKE IN SURFACED ROAD AND 3 REFERENCE TREES WITH NAILS AS FOLLOWS:
- NAIL AT SW SIDE CENTER, N66"W36.70'.
- NAIL AT S SIDE CENTER, S69°E 50.30'.
- NAIL AT SE SIDE CENTER, S50"W 87.90'.
ALSO SEE HAWTHORNE'S PRIVATE FIELD NOTES FOR SAID SECTION BREAKDOWN, BOOK 1, PAGES 1-46, PAGE
20 FOR CORNER SPECIFICALLY.
(RD01541 & RD01618) TWIN BRIDGES ROAD BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
(GS01941) SURVEY NE 114-NW 114 SECTION 29 T16S R12E BY GLEN E. HARVEY, PLS 360, SHOWS TIE TO CORNER,
SPIKE IN PAVEMENT SET BY HAWTHORNE.
(CS01939) SURVEY FOR DON E. HARPEL BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER, NO
MONUMENT DESCRIPTION.
(CS01877) SURVEY FOR BOISE CASCADE PUMICE BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER,
SPIKE IN SURFACED ROAD WITH NAILS SET IN 3 JUNIPERS AS FOLLOWS:
- NAIL AT SW SIDE CENTER, N66"W 36.70'.
- NAIL AT S SIDE CENTER, S69-E 50.30'.
- NAIL AT SE SIDE CENTER, S50rW 87.90'.
(CS01940) SURVEY FOR BEND ABSTRACT CO. BY JEAN WM. HAWTHORNE, PLS 454, SHOWS TIE TO CORNER,
SPIKE.
(CS01949) SURVEY FOR JACK GREEN BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FOUND SPIKE
IN PAVEMENT E. EDGE SWALLEY ROAD, SET BRASS CAP IN GONG, WITH 3 ACCESSORIES AS FOLLOWS:
NAIL IN 12" JUNIPER, NWLY 36.79.
NAIL IN 12' JUNIPER, NE'LY 80.11'.
NAIL IN POWER POLE, SE'LY 25.49.
(GS01876) SURVEY FOR PETE RAMSING BY BRUCE WM. A ROGERS, PLS 706, SHOWS TIE TO CORNER, FOUND
BRASS CAP WITH TIES TO 2 ACCESSORIES AS FOLLOWS:
- 10" JUNIPER, NWLY 36.70'.
- 16' JUNIPER, SWLY 87.90'.
(RDCC 421) SECTION CORNER DESCRIPTION CARD 421 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD),
LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER
REFERENCES. SHOWS FND. BRASS CAP IN GONG, S 114 COR. SEC. 20, FROM WHICH:
- PLACED DUPLEX NAIL 24' UP NW SIDE 10" JUNIPER, N14"E 83.1G.
- PLACED DUPLEX NAIL 1.9 UP NE SIDE POLE. # 5, S35'E 25.42'.
(RD02805) STURGEON ROAD SURVEY, DESCHUTES COUNTY FIELD BOOK # 140, PG 11, FND BC IN CONC.
(CS01878) SURVEY FOR RAY RALLS BY BILL DAMS, PLS 605, FILED JULY 21, 1983, SHOWS TIE TO CORNER, FD
BRASS CAP IN PVMT.
(OCRR 865) OREGON CORNER RESTORATION RECORD BY GARY L DEJARNATT, PLS 2208, FD. 2" DIA BRASS
CAP, 1" BELOW ASPHALT SURFACE, MARKED 114 S20 S29 T16S R12E PLS 654, FROM WHICH:
- FD. NAIL IN NE FACE POWER POLE, S36�E, 25.40'.
- FD. NAIL IN SOUTH FACE 15" JUN., N7(rW, 36.8Z.
- FD.17" JUN., N180E, 80.00' TO CENTER (NO NAIL FD.).
FD. 18" JUN., S40-W, 87.90' TO CENTER (NO NAIL FD.).
- FD. 18" JUN., S780E, 50.30' TO CENTER (NO NAIL FD.).
SET NAIL AND TAG "LS 2208" IN WEST FACE 17" JUN., N18-E, 80.W. THIS IS THE TREE TIED TO BY NEWTON.
SET NAIL AND TAG "LS 2208" IN NORTH FACE 18" JUN., S78rE, 50.27'. THIS IS THE TREE TIED TO BY
HAWTHORNE.
(CS01955) SURVEY FOR DOUG THOMPSON BY GARY W. HICKMAN, PLS 1678, SHOWS TIE TO CORNER, FOUND 2"
BRASS CAP FOR NORTH 1/4 SECTION 29.
(CS01956) SURVEY BY GEORGE COLVIN, PLS 1020, SHOWS TIE TO CORNER, BC = N 1/4 COR. SEC. 29 (HELD).
(CS03255) SURVEY BY W. C. KAUFFMAN, PLS 1031, SHOWS TIE TO CORNER, FOUND 2' DIA B C STAMPED LS 654
SET IN CONCRETE IN E LANE SWALLEY RD SEE OCRR # 865.
(CS12292) PARTITION PLAT 1995-32 BY ROBERT E. BAXTER, PLS 2041, SHOWS TIE TO CORNER, FD. 2" BRASS CAP
STAMPED LS 654 IN PAVEMENT ON EAST EDGE OF SWALLEY RD.
(CS13151) SURVEY BY KENNETH A FISHER, PLS 2802, SHOWS TIE TO CORNER, FD. 2' BRASS CAP.
(CS18327) SURVEY BY ROBIN MICHAEL TYE, PLS 65719, SHOWS TIE TO CORNER, 2" BRASS CAP NORTH 1/4
CORNER OF SECTION 29 (OCRR #865).
o 8 - 05--4�09.S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
O R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE
SOUTH 1/4 CORNER SECTION 20
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T16S, R12E, W.M. OF
IPROJECT : CT162 DATE:06-04-2025 IDRAWN BY: JKD,JDP ICHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON
FILE NAME: J: CAD Pro' cts Surve in OCRR—CORNER CARDS 16122004 CT162 Swalley & Stur eon DWG CT162 16122004.dw