HomeMy WebLinkAboutOCRR 2096CORNER DESIGNATION
T16S R12E
C1/4
28
SEE D.C.S.O. ROAD BOOK 244, PAGES 51-68
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAMS
MATHEW McCONNELL
k lllt 7_� 11 I
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE AND PRESERVE EXISTING
MONUMENTS FOUND IN THE ROADWAY OF TUMALO ROAD PRIOR TO A GRINDING AND REPAVING
PROJECT, DESCHUTES COUNTY PROJECT W66159, SEE COUNTY SURVEY CS21662 BEING A POST
CONSTRUCTION RECORD OF SURVEY THAT WAS FILED AS PART OF THIS PROJECT. AT THE INTERSECTION
OF HUNNELL ROAD AND TUMALO ROAD, TWO MONUMENTS WERE FOUND IN THE SURFACE OF THE
PAVEMENT (MONUMENTS 110 AND 111) THAT WERE SET PER OCRR 1905 AS SURFACE MONUMENTS
REFERENCING FOUND SUBSURFACE MONUMENTS (MONUMENTS 210 AND 211). IT IS NOT THE INTENT OF
THIS OCRR TO ESTABLISH OR RESOLVE THE CENTER 114 CORNER NOR TO ACCEPT A MONUMENT
MARKING SAID CORNER. THE INTENT OF THIS OCRR IS TO PRESERVE THE EXISTING SUBSURFACE
MONUMENTS BY INSTALLING STANDARD CAST IRON MONUMENT WELLS, REFERENCE SAID MONUMENTS,
AND TO REPORT THE HISTORY OF EACH MONUMENT.
AT THE LOCATION OF THE
CENTER 114 CORNER PER
CS01936
AT THE LOCATION OF THE
GOULD 1926 NICHOLS MARKET
ROAD NO. 15 PI STATION
120+81.6
BASIS OF BEARINGS
MONUMENT DETAIL
FOUND SURFACE MONUMENT 111
(REMOVED)
FOUND SURFACE MONUMENT 110
(REMOVED)
NT Y AG
V 1926 PI
120+81.6 n
w
r
y 2012 p
s LS 2390 C
�G
FOUND SUBSURFACE
MONUMENT 211 PRESERVED IN
MONUMENT WELL
FOUND SUBSURFACE
MONUMENT 210 PRESERVED IN
MONUMENT WELL
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 (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
4300OW N
LONGITUDE OF CENTRAL MERIDIAN:
121017'00"' 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 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM.
SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON
THE DESCHUTES 13 TRANSFORMATION.
THE COORDINATES AND STANDARD DEVIATION 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, SEE
CS21662. COCS POINT# 1042 = OCRR MONUMENT# 211
AND CS21662 MONUMENT# 211.
SKETCH
CENTER 1/4 CORNER LOCATION PER CS01936
YLW STRIPING (TYP) I
0 20 40
SCALE 1 " = 20'
SKETCH
1926 ROAD PI STATION 120+81.6
113 �O
112 �\ �
YLW STRIPING (TYP)
0 20 40
SCALE 1 " = 20'
COCS POINT #:
COCS MARK NAME:
OCRR MONUMENT #
NORTHING:
EASTING:
ORTHO HT:
TRANSFORMATION:
TUMALO RD.
(ASPHALT SURFACE)
TUMALO RD.
(ASPHALT SURFACE)
1042
16122844
211
1Q
422,908.25 ift t0.01
3,297,261.50 ift f0.01
3,306.54 ift t0.01
DESCHUTES 13
TYPE OF REPORT INDEX FILE NO: -2Q(7t
OCRR MONUMENT #
210
CONDITION ONLY: ALPHANUMERIC
RENEWED: X CORNER NUMBER: 16122844
la
SURVEYED IN:
NORTHING:
422,908.54 ift t0.01
REFERENCED OUT: X
EASTING:
3,297,271.72 ift t0.01
O RTHO HT:
3,306.36 ift t0.01
TRANSFORMATION:
DESCHUTES 13
AT THE LOCATION OF THE CENTER 114 CORNER PER CS01936 (MONUMENT 211
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 1-1/4" DIAMETER BRASS WASHER AND MAG NAIL MARKED AS SHOWN IN MONUMENT DETAIL (MONUMENT 111 PER CS21662)
FLUSH WITH PAVEMENT PER OCRR 1905. SAID MONUMENT WAS SET AS A SURFACE MONUMENT MARKING THE LOCATION OF A
FOUND IRON ROD PER GS01936. REMOVED SAID SURFACE MONUMENT AND FOUND A 5/8" DIAMETER IRON ROD (MONUMENT 211)
PER CS01936, IN CONCRETE BELOW SAID SURFACE MONUMENT, FROM WHICH:
210 FOUND 2" DIAMETER ALUMINUM CAP MARKED AS SHOWN IN MONUMENT DETAIL (MONUMENT 110 PER CS21662) FLUSH WITH
THE PAVEMENT PER OCRR 1905. SAID MONUMENT WAS SET AS A SURFACE MONUMENT MARKING THE LOCATION OF A
FOUND SMOOTH IRON ROD PER GOULD FOR THE 1926 NICHOLS MARKET ROAD NO. 15 PI. REMOVED SAID SURFACE
MONUMENT AND FOUND A 5!8" DIAMETER SMOOTH IRON ROD (MONUMENT 210) PER RD01498, BELOW SAID SURFACE
MONUMENT, BEARS N88'2926-E 10.27 (MEASURED AND RECORD PER CS21662), RECORD (N88'20'05"E 10.2T OCRR 1905),
(N88009'5("E 10.24' CS19021), (N88.24W'E 10.24' CS21486).
112 FOUND 3/4" DIAMETER SMOOTH IRON ROD, UNKNOWN ORIGIN APPARENT 1945 STATE HIGHWAY MONUMENT, FLUSH, BEARS
N52-44'30'W 50.04', RECORD (N5204T56'W 49.91' OCRR 1905), (NWLY 5(Y CS01937), (NWLY 50.01' CS01936) (N5204656W 49.98'
CS20520).
113 FOUND FINISH NAIL PER RDCC 283 IN NE FACE, UP 3.4', 12" DIAMETER TWIN JUNIPER, BEARS N47048`00"W 57.69 TO NAIL,
RECORD (N440W 57.71' OCRR 1905), (N440W 57.85' DCRD 283).
214 FOUND 3/4" DIAMETER SMOOTH ROD, UNKNOWN ORIGIN APPARENT 1945 STATE HIGHWAY MONUMENT, BENT SE'LY, DOWN
0.8', STRAIGHTENED PER THIS OCRR, BEARS N63004'30" E 67.59, RECORD (N63014'38"E 67.48' OCRR 1905), (N63008'45'E
67.48' CS20520).
115 FOUND 8D NAIL WITH 1-1/4" DIAMETER BRASS WASHER "DCRD" PER OCRR 1905, UP 1.8' WEST FACE POWER POLE, "PPL 16-12
285411", BEARS S21052W E 57.46 TO NAIL, RECORD (S200E 57.49 OCRR 1905).
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE FOUND 5/8" IRON ROD SUBSURFACE MONUMENT PER CS01936 AGREED WITH RECORD TIES TO FOUND ACCESSORIES AND TO
ADJACENT CORNERS. THE FOUND MAG NAIL WITH 1-1/4" "DCSO" BRASS WASHER SURFACE MONUMENT WAS REMOVED AND A
STANDARD CAST IRON MONUMENT WELL WAS INSTALLED AROUND THE SUBSURFACE MONUMENT PER CS01936, FROM WHICH:
A SET 1-12" DIAMETER ALUMINUM CAP ON A 5f8" X 24" IRON ROD, MARKED "DESCHUTES CO REF MON", AS FOLLOWS:
302 WEST SIDE HUNNELL ROAD, BEARS S26055'00W 46.33, FLUSH.
AT THE LOCATION OF THE GOULD 1926 NICHOLS MARKET ROAD NO. 15 PI STATION 120+81.6 (MONUMENT 210)
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2" DIAMETER ALUMINUM CAP MARKED AS SHOWN IN MONUMENT DETAIL (MONUMENT 110 PER CS21662) FLUSH WITH THE
PAVEMENT PER OCRR 1905. SAID MONUMENT WAS SET AS A SURFACE MONUMENT MARKING THE LOCATION OF A FOUND SMOOTH
IRON ROD PER GOULD FOR THE 1926 NICHOLS MARKET ROAD NO. 15 PI. REMOVED SAID SURFACE MONUMENT AND FOUND A 5/8"
DIAMETER SMOOTH IRON ROD (MONUMENT 210) PER RD01498, BELOW SAID SURFACE MONUMENT.
211 FOUND 1-1/4" DIAMETER BRASS WASHER AND MAG NAIL MARKED AS SHOWN IN MONUMENT DETAIL (FOUND MONUMENT 111
PER CS21662) FLUSH WITH PAVEMENT PER OCRR 1905. SAID MONUMENT WAS SET AS A SURFACE MONUMENT MARKING THE
LOCATION OF A FOUND IRON ROD PER CS01936. REMOVED SAID SURFACE MONUMENT AND FOUND A 5J8" DIAMETER IRON
ROD (MONUMENT 211) IN CONCRETE BELOW SAID SURFACE MONUMENT, BEARS S88020'26"W 10.22' (MEASURED AND RECORD
PER CS21662), RECORD (S88020'05"W 10.2T OCRR 1905), (88009'5(YW 10.24' CS19021), (S88024'04'W 10.24' CS21486).
112 FOUND 314" DIAMETER SMOOTH IRON ROD, UNKNOWN ORIGIN APPARENT 1945 STATE HIGHWAY MONUMENT, FLUSH, BEARS
N59004'00'W 58.34', RECORD (N5900959W 58.2T OCRR 1905), (N59004'1(YW 58.31' CALC FROM 1945 CURVE DATA PER OCRR
1905), (N89005'25'W 58.32 CS20520).
113 FOUND FINISH NAIL PER RDCC 2831N NE FACE, UP 3.4',17 DIAMETER TWIN JUNIPER, BEARS N54.00-W W 65.44' TO NAIL
214 FOUND 3/4" DIAMETER SMOOTH ROD, UNKNOWN ORIGIN APPARENT 1945 STATE HIGHWAY MONUMENT, BENT SE'LY, DOWN
0.8', STRAIGHTENED PER THIS OCRR, BEARS N58-48'OOr'E 58.46, RECORD (N5805T46"E 58.35' OCRR 1905), (N590041ME
58.31' CALC FROM 1945 CURVE DATA PER OCRR 1905), (N59050'22'E 58.38' CS20520).
115 FOUND 8D NAIL WITH 1-1/4" DIAMETER BRASS WASHER "DCRD" PER OCRR 1905, UP 1.8' WEST FACE POWER POLE, "PPL 16-12
285411", BEARS S11047W'E 54.79 TO NAIL
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE FOUND GOULD 1926 518" SMOOTH IRON ROD SUBSURFACE MONUMENT AGREED WITH RECORD TIES TO FOUND ACCESSORIES
AND TO ADJACENT CORNERS. THE FOUND 2" DIAMETER ALUMINUM CAP SURFACE MONUMENT WAS REMOVED AND A STANDARD
CAST IRON MONUMENT WELL WAS INSTALLED AROUND THE 1926 GOULD SUBSURFACE MONUMENT, 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:
302 WEST SIDE HUNNELL ROAD, BEARS S36-51'30r'W 52.00', FLUSH.
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND TOTAL STATION.
ol-��-aoa6
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31 /2026
0 DESCHUTES COUNTY SURVEYOR'S OFFICEOREGON CORNER RESTORATION RECORD SHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 CENTER ONE -QUARTER (1 /4) CORNER SECTION 28T16S, R12E, W.M. OF
PROJECT : CT16 DATE:10-28-2025 DRAWN BY: JKD,JDP CHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON 2
FILE NAME: J: ' CAD Procts Surve in OCRR—CORNER CARDS 16122844 CT16 Hunnel Rd & Tumalo Rd DWG CT16 16122844.dw
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
HISTORY RELATING TO EARLY ESTABLISHMENT
INDEX FILE NO:
Z,o9
ALPHANUMERIC
CORNER NUMBER:
16122844
FOUND 3-1/4-
ALUMINUM CAP
PER OCRR 836
FOUND 3" BRASS CAP
IN MONUMENT WELL
PER OCRR 410 95
S29 I S28 S89'57'42"W 2629.26' (MEAS)
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Y S89'57'59"W 2629.32' (CS01936) S
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1/4 COR. S8957'04"W 2628.97' (CS01934)
S89'52'07"W 2629.19' (CS13421)
S89'57'43"W 2629.19' (OCRR 1905)
^
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w
FOUND 3" S 28
BRASS CAP no
PER OCRR 1291 S 33
FOUND 3-1/4-
ALUMINUM CAP
PER OCRR 836
NOT TO SCALE
FOUND 3" BRASS CAP
IN MONUME14T WELL
PER OCRR O
S29 X S28 S89-57.19"W 2639.48'
Y N89'58'E 2641.1' (RD01498)
1/4 COR. S89'58'41 "W 2639.03' (CS01929)*
S89'57'20"W 2639.47" (OCRR 1905)
S89'57'17"W 2639.50' (CS19933)
S89'57'17"W 2639.47' (CS20378)
S89'57'21 "W 2639.46' (CS20520, CS21486)
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FOUND 3-1/4-
BRASS CAP IN
MONUMENT WELL
PER OCRR ; O cf 7
N89'59'18"E 2647.50' (MEAS) S28 I S27
�28 N89'58'42"E 2646.89' (CS10543)
N89'59'52"E 2647.49' (CS01931)
N89'59'24"E 2647.52' (OCRR 1905)
S89'59'15"E 2647.51' (CS19021)
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FOUND 3" S 28
BRASS CAP No
PER OCRR 1291 S 33
(MEAS) TIES TO ADJACENT
CORNERS FROM COUNTY
ROAD PROJECT W66159, SEE
CS21662.
1/4 COR.
FOUND 3-1/4-
BRASS CAP IN
MONUMENT WELL
PER OCRR 2092
1926 ROAD PI
N89'59'41"E 2637.28' (MEAS) S28 I S27
N89'58'E 2639.6' (RD01498) Y
N89'58'41 "E 2637.32' (CS01929)* 1/4 COR.
N89'59'52"E 2637.54' (CS01931)*
N89'59'47"E 2637.26' (OCRR 1905)
S89'58'58"E 2637.28' (CS19021)
N89'59'42"E 2637.22' (CS20520 & CS21486)
*RECORD DIMENSIONS
SHOWN PER (CS01929) AND
(CS01931) ARE TO THE
HANKINS NAIL NOT TO THE
PI MONUMENT. THE HANKINS
NAIL FELL IN CLOSE
PROXIMITY TO THE PI.
12-27-1904 CENTRAL OREGON SEGREGATION SUBDIVISION OF SECTIONS BOOK 2 PAGE 66, ON FILE AT COUNTY
SURVEYOR'S OFFICE. SET STONE 6x6x20 FOR THE CEN. STONE MARKED 114 C. 28 .
09-05-1911 (RD00130) G.R. BUTTS COUNTY ROAD SURVEYOR'S REPORT BY FRED RICE, COUNTY SURVEYOR, SHOWS
CENTERLINE TIE TO THE CENTER OF SEC 28, NO MONUMENT DESCRIPTION.
05-08-1913 (RD00629) LAIDLAW AND POWELL BUTTE GRADE BY FRED A RICE, COUNTY SURVEYOR, SHOWS
CENTERLINE TIE TO THE CENTER OF SECTION 28, NO MONUMENT DESCRIPTION.
07-01-1914 (RD00488) W.X HUNNELL ET. AL COUNTY ROAD SURVEYOR'S REPORT BY FRED A RICE, COUNTY
SURVEYOR, SHOWS CENTERLINE TO THE CENTER OF SEC 28, NO MONUMENT DESCRIPTION.
HISTORY RELATING TO THE LOCATION OF THE 1926 GOULD NICHOLS MARKET ROAD NO.15 PI STATION 120+81.6
1926 (RD01497) & (RD01498) MAP OF NICHOLS MARKET ROAD NO. 15 BY ROBERT B. GOULD, COUNTY ENGINEER,
SHOWS STEEL BAR P.I. AT ENGINEERING STATION 120+81.6, MAP SHOWS PI IN THE GENERAL AREA OF THE
CENTER OF SECTION 28, NO DIRECT REFERENCE FOR PI = CENTER OF SECTION, MAP REFERENCES FIELD
NOTES IN COUNTY ROAD BOOK NO.29, WHICH DOES REFERENCE CENTER OF SECTION.
07-31-1926 (RD02335) COUNTY ROAD FIELD BOOK NOTES, BOOK29, PAGE 38, LOCATED IN THE ENGINEERING VAULT
AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS DIRECT REFERENCE" PI=120+81.6 = CENTER
OF SECTION", NO MONUMENT DESCRIPTION.
08-04-1926 (RD02341) COUNTY ROAD FIELD BOOK NOTES, BOOK 33, PAGE 13, REFERENCE POINTS NICHOLS MARKET
ROAD, LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS
STEEL BAR P.I, AT ENGINEERING STATION 120+81.6, NO REFERENCE TO CENTER OF SECTION, FROM
WHICH:
- NAIL IN 18" JUNIPER, BEARS SLILY 43.25.
- NAIL IN POWER POLE, BEARS SWLY 43.08'.
03-27-1930 GOULD PRIVATE FIELD NOTES, BOOK NO.81, PG 4, BY R.B. GOULD, PE 0632, LOCATED IN THE ENGINEERING
VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS TIE TO P.I. AT ENGINEERING STATION
120+81.6, NO MONUMENT DESCRIPTION, NO REFERENCE TO CENTER OF SECTION, REFERENCE TO
COUNTY FIELD BOOK29, PG. 38.
03-28-1930 GOULD PRIVATE FIELD NOTES, BOOK NO.81, PG 10, BY R.B. GOULD, PE 063Z LOCATED IN THE
ENGINEERING VAULTAT THE DESCHUTES COUNTY ROAD DEPARTMENT. NOTES "LINE FROM CENTER
SECTION 28" AND SHOWS STEEL AXLE = P.I. STA 120+81.6, NICHOLS ROAD.
AUG 1945 (RD01873) & (RD01653) OREGON STATE HIGHWAY DEPARTMENT NO.66-16-16 LOCATED LINE,
TUMALO-DESCHUTES SECTION LOCATED IN THE DCRD TUBE FILE, LABELS THE CENTER OF SECTION 28 AT
THE GENERAL LOCUS OF THE ROAD PI AT STATION 120+81.6, NO MONUMENT DESCRIPTION.
CONTINUING HISTORY RELATING TO THE LOCATION OF THE 1926 PI
SEP 1967 (CS01929) SURVEY BY RICHARD P. HANKINS, PLS 687, SHOWS TIE TO CORNER, SET SPIKE IN PAVEMENT,
FROM WHICH:
- P. POLE BEARS NWLY 105.87.
- P. POLE BEARS SWLY 41.6T.
- P. POLE BEARS SLILY 4216.
(NOTE THIS SURVEY BROKE DOWN THE SECTION AND SETA SPIKE FOR THE C1/4. RECORD DISTANCES
PER SAID SURVEY FROM SAID SPIKE TO ADJACENT CORNERS AGREE WITH DISTANCES FROM THE 1926 PI
LOCATION TO THE ADJACENT CORNERS. CS01931 FOUND THIS HANKINS SPIKE TO BE EASTERLY 9.95'
FROM THE CS01936 MONUMENT, PUTTING !TIN CLOSE PROXIMITY TO THE 1926 PI, THEREFORE THIS
SURVEY IS SHOWN IN THIS COLUMN)
09-24-1982 (CS01931) SURVEY BY GEORGE J. COOK, PLS 540, FOUND NAIL AND FLASHER HANKINS SURVEY, FROM
WHICH
-FOUND 1-1/2" ALUMINUM CAP ON 5/8" I.R. FOR THE C. 1/4, BEARS S8905952'W 9.95'.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
04-25-1989 SECTION CORNER DESCRIPTION CARD 283, BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE
DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES. SHOWS,
SPIKE (HANKINS SURVEY) FROM WHICH:
-FND. 1-12" ILLEGIBLE ALUM. CAP, BEARS WEST 9.95'
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
DEC 2015 (OCRR 1905) OREGON CORNER RESTORATION RECORD BY MICHAEL J. BERRY, PLS 2390, FOUND 5/8"
SMOOTH ROD 0.5' BELOW ASPHALT FOR 1926 ROAD PI, FROM WHICH:
-FOUND 518' IRON ROD IN CONCRETE 0.6 BELOW ASPHALT SURFACE FOR CENTER 1/4 SECTION 28,
BEARS S88"2 OS W 10.2T.
- FOUND 3/4" SMOOTH ROD DOWN 0.4' APPARENT 1945 STATE HWY RAN MONUMENT, BEARS
N59.0959 W 58.2T MEASURED, BEARS N59'04'10'W 58.31' CALCULATED PER 1945 HWY CENTERLINE
CURVE DATA
-FOUND 3/4" SMOOTH ROD BENT SWLY, TIED AT ENTRY, APPARENT 1945 STATE HWY RNV
MONUMENT, BEARS N5805T46"E 58.35' MEASURED, N59'04'10' 58.31' CALCULATED PER 1945 HWY
CENTERLINE CURVE DATA
SET 5M" IRON ROD WITH 2' ALUMINUM CAP MARKED "1926 PI 120+81.6 2012 LS2390" FLUSH WITH PAVEMENT
DIRECTLY OVER FOUND 1926 5/8' SMOOTH BAR FOR 1926 NICHOLS MRKT RD PI.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
12-16-2015 (CS19021) SURVEY BY CHRISTOPHER R. MUNSON, PLS 80548, FOUND PARTIALLY LEGIBLE 2" ALUMINUM
CAP AT 1926 P.I. OF NICHOLS MARKET ROAD, FROM WHICH:
-FOUND MAG NAIL WITH WASHER MARKED "DCRD", BEARS S88'0950"W 10.24'.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
O&D5-2019 (CS19933) SURVEY BY SCOTT C. BOLDUC, PLS 79288, SHOWS TIE TO PI, FOUND 2 INCH ALUM. CAP, NOT
LEGIBLE (FLUSH IN A.C.), HELD AS NICHOLS MARKET ROAD P.I. [STA 120+81.6, AS SHOWN ON OCRR 19051.
12-03-2020 (CS20378) SURVEY BY ERIK J. HUFFMAN, PLS 70814, FOUND 2" ALUMINUM CAP ILLEGIBLE, RENEWED IN
OCRR 1905.
05-25-2021 (CS20520) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022,
SHOWS TIE TO PI, FOUND 2' ALUMINUM CAP INSCRIBED "1926 PI 120+81.6 2012 LS2390", FROM WHICH:
- MAGNAIL WITH 1-1/4" WASHER INSCRIBED "DCRD" PER OCRR 1905, BEARS SW2904'W 10.24' PER
OCRR 1905.
- 3/4" SMOOTH IR DOWN 0.3' PER OCRR 1905, BEARS N59-0925"W 58.32.
- 3/4" IR BENT SE TIED AT BEND, DOWN 1.4% BEARS N5W50'27'E 58.39.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT
02-28-2025 (CS21486) SURVEY BY JOHN TAYLOR HAGLUND, PLS 5502Z SHOWS TIE TO PI, FOUND 2' ALUMINUM CAP
INSCRIBED "1926 PI 120+81.6 2012 LS2390% FROM WHICH:
- MAGNAIL WITH 1-1/4" WASHER INSCRIBED "DCRD" PER OCRR 1905, BEARS SW29D4"W 10.24' PER
OCRR 1905.
- 3/4" SMOOTH IR DOWN 0.3' PER OCRR 1905, BEARS N59'05'29IN58.32'.
- 3/4" IR BENT SE TIED AT BEND, DOWN 1.4% BEARS N58r50'22'E 58.39.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
12-12-2025 (CS21662) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO PI, FOUND 2' ALUMINUM CAP IN
ASPHALT (MONUMENT 110), FLUSH WITH SURFACE, STAMPED "1926 PI 120+81.6 2012 LS2390% SET PER
OCRR 1905, REMOVED SURFACE MONUMENT, FOUND 5/8" IR (MONUMENT 210) DIRECTLY BELOW SURFACE
MONUMENT, PRESERVED SUBSURFACE MONUMENT, INSTALLED A MONUMENT WELL, FROM WHICH:
-FOUND MAG NAIL WITH 1-1/4" DIAMETER BRASS CAP (MONUMENT 111) STAMPED "DCRD" SET PER
OCRR 1905, REMOVED SURFACE MONUMENT, FOUND 51T IRON ROD (MONUMENT 211) IN CONCRETE
DIRECTLY BELOW SURFACE MONUMENT, PRESERVED SUBSURFACE MONUMENT, INSTALLED A
MONUMENT WELL, BEARS S8802026 W 10.22.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
DESCHUTES COUNTY SURVEYOR'S OFFICE
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581
PROJECT : CT16 DATE:10-28-2025 1DRAWN BY: JKD,JDP ICHECKED BY: JDP,KRS
FILE NAME: J: CAD Pro' cts Surve 'n OCRR-CORNER CARDS 16122844 CT16 Hunnel Rd & Tumalo Rd DWG CT16 16122844.dw
HISTORY RELATING TO THE LOCATION OF THE CS01936 CENTER 114 CORNER
1962 (CS01937) SURVEY BY AUBREY E. PERRY, PE 142, SHOWS TIE TO CENTER SEC 28, NO MONUMENT DESCRIPTION,
FROM WHICH:
- SHRW PIN NWLY 50'.
- SHRW PIN SWLY 49.T.
04-12-1968 (CS10543) FIRST ADDITION TO WHISPERING PINES ESTATES BY THOMAS H. BURTON, PLS 590, SHOWS TIE TO
CORNER, NO MONUMENT DESCRIPTION.
10-22-1968 (CS01928) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS CTR. 114 SEC. 28, FND. IRON SPIKE IN PAVEMENT.
03-28-1969 (CS01936) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FD. SPIKE CL ROAD. SET ALUM.
CAP IN CONC. MARKED "C1/4 S28", FROM WHICH:
- HWY R/W 314" IRON RODS NWLY 50.01'.
- HWY R/W 3/4" IRON RODS SWLY 49.6T.
- POWER POLE SWLY 85.82.
06-23-1969 (CS01888) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CENTER 1/4 SEC. 28, FND ALUM. CAP IN
CONCRETE.
AUG 1971 (CS01934) SURVEY BY BRUCE WM. A ROGERS, PLS 706, SHOWS TIE TO C 1/4, CAP/CONC, FROM WHICH:
- P. POLE BEARS NWLY 105.6.
- P. POLE BEARS SWLY 417.
07-25-1980 (CS01921) SURVEY BY JAN M. WICK, PLS 1539, SHOWS TIE TO CENTER 1/4 COR. SEC. 28,1-12" DIAM. ALUM. CAP
CEMENTED IN CL PVMT AS PER NEWTON.
09-24-1982 (CS01931) SURVEY BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, FOUND 1-1/2" ALUMINUM CAP ON 5/8"
I.R. FOR THE C. 1/4 COR. SEC. 28, FROM WHICH:
- NAIL & FLASHER HANKINS SURVEY, BEARS NW5952-E 9.96.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
04-25-1989 SECTION CORNER DESCRIPTION CARD 283, BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE
DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES. SHOWS, FND.1-12"
ILLEGIBLE ALUM. CAP, FROM WHICH:
- SPIKE, BEARS EAST 9.99.
- SET FINISH NAIL 3' UP ON N. SIDE 60 JUNIPER, BEARS N44"W57.85.
- SET FINISH NAIL 4' UP ON N. SIDE POWER POLE #320A, BEARS S520E 49.89.
- SET DUPLEX NAIL 2' UP W. SIDE POWER POLE, BEARS S30°W 35.84'.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
02-28-1991 (CS07250) SURVEY BY DARRYL J. ANDERSON, PLS 2034, SHOWS TIE TO CORNER, FD. 1/2" IRON PIN APPROX 2"
BELOW ASPHALT SURFACE.
07-07-1993 (CS11546) SURVEY BY GARY L DEJARNATT, PLS 2208, SHOWS TIE TO CORNER, FD. 5W DIAM. REBAR IN ASPHALT
SURFACE, BRASS CAP IS GONE.
07-01-1996 (RD03505) FIELD BOOK #230 PAGES 4446, DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS C 1/4 COR. SEC. 28,
FND #5 REB 0.1' DWN IN AC.
10-09-1998 (CS13421) SURVEY BY FRED A AST, JR., PLS 1938, SHOWS TIE TO C14 SEC. 28, FOUND 5/8" IRON ROD (CAP
MISSING).
09-17-2001 (CS14620) SURVEY BY JOHN R. WADE, PLS 59999, SHOWS COORDINATE TIE TO C1/4 CORNER, 51T IR NO CAP.
DEC 2015 (OCRR 1905) OREGON CORNER RESTORATION RECORD BY MICHAEL J. BERRY, PLS 2390, FOUND 51W IRON ROD
IN CONCRETE 0.5' BELOW ASPHALT SURFACE FOR CENTER 114 SECTION 28, FROM WHICH:
- FOUND 5/8" SMOOTH ROD 0.5' BELOW ASPHALT SURFACE FOR 1926 ROAD PI, BEARS N88-20'05'E 10.2T.
- FOUND 314"SMOOTH ROD DOWN 0.4'. APPARENT 1945 STATE HWY R/W MONUMENT, BEARS N5204T56W
49.91'.
- FOUND 6" TWIN JUNIPER WITH FINISH NAIL 3 UP IN NORTH FACE, BEARS N44"W 57.71'.
- FOUND 314"SMOOTH ROD BENT SWLY, TIED AT ENTRY. APPARENT 1945 STATE HWY R/W MONUMENT,
BEARS N63014'3WE 67.48'.
- SET 5/8" IRON ROD WITH 2" ALUMINUM CAP MARKED'1926 PI 120+81.6 2012 LS 2390" DIRECTLY OVER
FOUND 51W SMOOTH ROD FOR THE ROAD P.I., BEARS N88020'05'E 10.27.
- SET 8D NAIL WITH 1-1/4' BRASS WASHER MARKED "DCRD", 2' UP IN WEST FACE OF POWER POLE
PPL16-1285411 ", BEARS S20-E 57.49.
- SET 8D NAIL WITH 1-1/4" BRASS WASHER MARKED "DCRD",1' UP IN NORTH FACE OF POWER POLE "G
49890 Al ", BEARS S66-W 35.50'.
SET MAG NAIL AND 1-1/4" BRASS WASHER MARKED "DCRD" FLUSH IN PAVEMENT DIRECTLY OVER THE TOP IN
NEW ASPHALT FOR THE CENTER QUARTER OF SECTION 28.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
12-16-2015 (CS19021) SURVEY BY CHRISTOPHER R. MUNSON, PLS 80548, SHOWS TIE TO CORNER, FOUND MAG NAIL WITH
WASHER MARKED DCRD", FROM WHICH:
- FOUND PARTIALLY LEGIBLE 2" ALUMINUM CAP AT 1926 P.I. OF NICHOLS MARKET ROAD, BEARS N8800950"E
10.24'.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
05-25-2021 (CS20520) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022, SHOWS
TIE TO CENTER OF SECTION 28, MAGNAIL WITH 1-1/4" WASHER INSCRIBED "DCRD" PER OCRR 1905, FROM
WHICH:
- 2" ALUMINUM CAP INSCRIBED 01926 PI 120+81.6 2012 LS2390", BEARS N88'2904'E 10.24' PER OCRR 1905.
- 314" SMOOTH IR DOWN 0.3' PER OCRR 1905, BEARS N520465G'W 49.98'.
- 3/4" IR BENT SE TIED AT BEND, DOWN 1.4% BEARS N6300945'E 67.48'.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
02-28-2025 (CS21486) SURVEY BY JOHN TAYLOR HAGLUND, PLS 5502Z SHOWS TIE TO CENTER OF SECTION 28, MAGNAIL
WITH 1-1/4" WASHER INSCRIBED "DCRD" PER OCRR 1905, FROM WHICH:
- 2" ALUMINUM CAP INSCRIBED "1926 PI 120+81.6 2012 LS2390", BEARS N88'2904'E 10.24' PER OCRR 1905.
- 314" SMOOTH IR DOWN 03, BEARS N52046'56W 49.99.
- 3/4" IR BENT SE TIED AT BEND, DOWN 1.4% BEARS N63-0945"E 67.49.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
12-12-2025 (CS21662) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO CORNER, FOUND MAG NAIL WITH 1-1/4"
DIAMETER BRASS CAP (MONUMENT 111) STAMPED "DCRD" SET PER OCRR 1905, REMOVED SURFACE
MONUMENT, FOUND 5/8" IRON ROD (MONUMENT 211) IN CONCRETE DIRECTLY BELOW SURFACE MONUMENT,
PRESERVED SUBSURFACE MONUMENT, INSTALLED A MONUMENT WELL, FROM WHICH:
- FOUND 2" ALUMINUM CAP IN ASPHALT (MONUMENT 110), FLUSH WITH SURFACE, STAMPED "1926 PI
120+81.6 2012 LS239(r, SET PER OCRR 1905, REMOVED SURFACE MONUMENT, FOUND 5/8" IR (MONUMENT
210) DIRECTLY BELOW SURFACE MONUMENT, PRESERVED SUBSURFACE MONUMENT, INSTALLED A
MONUMENT WELL, BEARS N88"2025'E 10.22.
(ALSO SEE OTHER COLUMN FOR OTHER MONUMENT)
OREGON CORNER RESTORATION RECORD
CENTER ONE -QUARTER (1/4) CORNER SECTION 28
T16S, R12E, W.M.
DESCHUTES COUNTY, OREGON
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
SHEET
2
OF
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