HomeMy WebLinkAboutOCRR 2078CORNER DESIGNATION
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SEE D.C.S.O. FIELD BOOK 2021, PAGES 61-62 AND 2024, PAGES 10, AND 15
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT: JACOB POWELL, PLS
JERROD DAVIS
MATHEW MCCONNELL
(MEAS) TIES TO ADJACENT
PLSS CORNERS ARE FROM
SINGLE GNSS TIES ONLY
USING THE ORGN.
(COCS) TIES ARE THE
INVERSE FROM THE COCS
POINT AND COORDINATES
LISTED ON THIS OCRR TO
THE SPECIFIED COCS POINT
SHOWN.
3-1/4" ALUMINUM CAP
OCRR 2062
(CONTROL MARK 17120804
(COCS 997) PER SAID OCRR)
1 /4 COR.
S8 N8959'18"E 2641.28' (MEAS) S8 S9
S89'59'17"W 2641.34' (COCS) S17 S16
S17S89'59'17"W (C) 2641.31' (C) (CS20962)
(C) CALCULATED FROM SURVEY
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO REPLACE AND REFERENCE
OUT THE SOUTHWEST CORNER OF SECTION 9 THAT WAS DESTROYED BY CONSTRUCTION DURING
ROAD IMPROVEMENTS ON COOLEY ROAD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 3-1/4" BRASS CAP IN CONCRETE, IN MOUND OF STONES, MARKINGS SHOWN IN FOUND
MONUMENT DETAIL ABOVE, FROM WHICH:
FOUND 1S' DIAMETER DOUBLE JUNIPER, BEARS N470363M46.36 TO NE FACE, EXISTING NAIL
AND WASHER IN NE FACE NOT FOUND, (RECORD N450W 46.60' OCRR 1112, N450W 46.6 OCRR
0141).
FOUND 17 DIAMETER PARTIAL TRIPLE JUNIPER, BEARS N64010G0r'E 25.37 TO SE FACE, EXISTING
NAIL AND WASHER SE FACE NOT FOUND, (RECORD N680E 24.93 OCRR 1112, N660E 25.05' OCRR
0141), DESTROYED BY CONSTRUCTION.
FOUND 18" DIAMETER JUNIPER WITH NORTH FACE BLAZE, VISUAL ONLY, NO MEASUREMENTS,
EXISTING FINISH NAIL IN N. FACE BLAZE NOT FOUND, (RECORD S320W 69.38' OCRR 111Z SW
69.38' CS02306, AND S300W 69.9, OCRR 0141). DESTROYED BY CONSTRUCTION PRIOR TO
MEASURING.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE FOUND 3-1/4" BRASS CAP AGREED WITH FOUND ACCESSORIES AND PUBLISHED
COCS COORDINATES. AT THE POSITION OF FOUND 3-1/4" BRASS CAP, SET A 3-1/4" ALUMINUM CAP
MARKED AS SHOWN IN SET MONUMENT DETAIL ABOVE, ON 51T DIAMETER X 31 r' IRON ROD IN
STANDARD CAST IRON MONUMENT WELL IN ASPHALT, FROM WHICH:
SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG AND MAGNET, MARKED "DCSO A-D" AS
INDICATED ON SKETCH, AS FOLLOWS:
A IN THE NORTHEAST CORNER OF 9X6 CONCRETE FIRE HYDRANT PAD, BEARS N63037'30"W 25.79,
FLUSH.
B. IN THE NORTHWEST CORNER OF 6X6 CONCRETE STORM DRAIN PAD, BEARS N66028WE 45-47,
FLUSH.
C. IN THE EAST EDGE OF CONCRETE APRON, BEARS S25055'30"E 70.35, FLUSH.
D. IN THE NORTH EDGE OF SIDEWALK, BEARS S06044'30"W 61.17, FLUSH.
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY
GNSS AND TOTAL STATION.
SKETCH
O
O
15" DBH. DOUBLE
JUNIPER SEE OCCR
1112 AND 0141
A
FIRE HYDRANT
PAD (6'X6')•
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1/4 COR.
3-1/4" ALUMINUM
CAP OCRR 135
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(1992-1992 CONTROL
MARK DATA 17120940
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(COCS 299))
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3-1/4- ALUMINUM CAP
OCRR 1196
(1992-1992 CONTROL
MARK DATA 17120904
(COCS 96))
1 /4 COR.
S89'58'01"E 2644.76' (MEAS) S9
S89'58'00"E 2644.76' (COCS) S 16
S89'58'03"E 2644.69" (CS20962)
S17 JS16 3-1/4" BRASS CAP
■■ OCRR 1896
1 /4 COR. (CONTROL MARK DATA
17121640 (COCS 831)
PER SAID OCRR)
00 O.)
—~ CONCRETE CURB (TYP)
WHITE STRIPING (TYP)
COOLEY ROAD
(ASPHALT SURFACE) I
1 YELLOW STRIPING (TYP)
f FENCED ENCLOSURE
B
/STORM DRAIN
PAD (6'X6')
YELLOW STRIPING (TYP)
THE COORDINATES AND STANDARD
COGS POINT t
1022
TYPE OF REPORT INDEX FILE NO: 2 0 7S
DEVIATION VALUES SHOWN ARE THE
COCS MARK NAME:
17120900
RESULTING VALUES FOR THE POINT PER A
CONDITION ONLY: ALPHANUMERIC
LOCAL LEAST SQUARES ADJUSTED PROJECT
1y
RENEWED: X CORNER NUMBER: 17120900
CONTROL NETWORK DERIVED FROM
NORTHING:
404,381.12 ift t0.01
SURVEYED IN:
INTEGRATED REAL TIME_ KINEMATICS (RTK)
FASTING:
3,294,641.79 ift t0.01
REFERENCED OUT: X
AND TOTAL STATION TIES.
ORTHO HT:
3,488.87 ift t0.01
TRANSFORMATION: DESCHUTES 13
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870 ORIGINAL (GLO) SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO. 141,
SET STONE 19X8X7 FOR CORNER TO SECS 8, 9, 16, 17., FROM WHICH:
-A JUNIPER 12 IN DIAM., BEARS S80-E 29 LKS DIST. (19.14).
1921 (RD02020) THE COOLEY ROAD ROLL MAP, BY ROBERT B. GOULD, PLS 63Z LOCATED IN THE DESCHUTES COUNTY ROAD DEPARTMENT ENGINEERING VAULT,
SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION, REFERENCES DESCHUTES COUNTY FIELD NOTE BOOK7, PAGE 40. (SAID BOOK HAS BEEN MISSING
SINCE THE EARLY 197(YS).
07-05-1930 MCCLELLAN SUBDIVISION, SUBDIVISION SEC 17-17-12, PRIVATE RECORDS OF ROBERT GOULD, FIELD BOOK 80, PAGE 36, DESCRIBES CORNER AS 24X12X6 ROCK
AT FENCE CORNER, "+" ON ROCK, (ORIG. COR ROCK).
04-28-1931 NELS ANDERSON SURVEY, PRIVATE RECORDS OF ROBERT GOULD, FIELD BOOK 81, PAGE 31, DESCRIBES CORNER AS ROCK AT FENCE CORNER-
OCT. 1937 SECOND NORWOOD PLAT, PRIVATE RECORDS OF ROBERT GOULD, FIELD BOOK 99, PAGE 8, DESCRIBES CORNER AS ROCK AT FENCE CORNER.
NO DATE (CS02506) SECTION BREAKDOWN (SECTION 17) BY UNKNOWN SURVEYOR, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
NO DATE (CS02552) SECTION BREAKDOWN (SECTION 17) BY UNKNOWN SURVEYOR, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
NO DATE (CS08632) NORWOOD TRACTS 2ND BY UNKNOWN SURVEYOR, SHOWS TIE TO CORNER, STONE.
NO DATE (CS08633) NORWOOD SECTION NO.2 BY UNKNOWN SURVEYOR, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
03-0W1938 (CS08634) NORWOOD SECTION NO.2 BY FRED T. HARDING, SHOWS TIE TO CORNER, STONE.
09-14-1959 (RD03642) FIELD NOTES FOR COOLEY ROAD (LOOSE NOTES "C" PAGES 32 AND 34, DESCHUTES COUNTY ROAD DEPARTMENT SURVEYOR'S VAULT, NOTES
CONTAIN A TIE TO THE CORNER, NO MONUMENT DESCRIPTION, SHOWS 2 RPS:
- 5' JUNIPER NORTHEASTERLY 29.0'.
- 4" JUNIPER NORTHWESTERLY 34.4'.
SHOWS ROAD TRAVERSE STATION 34+61.8 BEING 20' SOUTH FROM WHICH:
- 3' JUNIPER SOUTHEASTERLY 59.7'.
- 5" JUNIPER SOUTHWESTERLY 52-3.
10-26-1965 (CS02301) SURVEY BY ROBERT W. ARNDORFER, PLS 535, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
NO DATE (CS02503) SURVEY BY R. S. ALLMON, PE 4840, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION.
AUG. 1966 (CS02283) SURVEY BY THOMAS H. BURTON, PLS 590, SHOWS TIE TO CORNER, FOUND NAIL S.E. CORNER SEC. 8.
APR. 1968 (CS02547) SURVEY BY THOMAS H. BURTON, PLS 590, REVISED 01-09-1970, SHOWS TIE TO CORNER, FOUND NAIL
1973 (CS02463) SURVEY BY AUBREY E. PERRY, PLS 1293 (PE 142), SHOWS TIE TO CORNER, FOUND IRON BAR.
1969-1970 (CS02306) SURVEY BY RICHARD W. BURTON, PLS. 84Z SHOWS TIE TO CORNER, FD.1" IRON BAR SET BY ROAD DEPT. WITH REFERENCES:
- 6" JUNIPER 69.39 SOUTHWESTERLY
- 4" JUNIPER 79.69 SOUTHEASTERLY
(REFERENCES FOUND APPEAR TO BE THE 2 JUNIPERS THAT WERE SET PER RD03642 SOUTH OF STA 34+61.8).
12-27-1976 (CS02314) SURVEY BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO CORNER, FOUND 1" IRON ROD AXLE.
05-02-1978 (CS08642) SURVEY BY RONALD TATONE, PLS 1349, SHOWS TIE TO CORNER, FD.1" IRON BAR.
07-16-1979 (CS08636) SURVEY BY ROBERT R. POVEY, PLS 1652, SHOWS TIE TO CORNER, FD.1" BAR.
04-21-1980 (GS02308) SURVEY BY B. A SUTTON, PLS 1848, SHOWS TIE TO CORNER, FND.1" IRON BAR.
04-23-1980 (CS02299) MINOR LAND PARTITION MP480-13 BY B. A SUTTON, PLS 1848, SHOWS TIE TO CORNER, FND.1" IRON BAR.
05-18-1981 (GS02298) MINOR LAND PARTITION MP-81-17 BY B. A SUTTON, PLS 1848, SHOWS TIE TO CORNER, FOUND 1" 1. BAR.
12-02-1983 (CS02270) MINOR PARTITION MP483-21 BY B. A SUTTON, PLS 1848, SHOWS TIE TO CORNER, FOUND 1" IRON BAR.
03-26-1984 (CS02313) SURVEY BY B. A SUTTON, PLS 1848, SHOWS TIE TO CORNER, FND.1" AXLE.
06-07-1985 (CS08641) SURVEY BY GARY W. HICKMAN, PLS 1678, FILED 09-15-1988, SHOWS TIE TO CORNER, 1" I. R.
06-12-1985 (CS08W7) SURVEY BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO CORNER, FOUND 1" AXLE 0.9 ABOVE GROUND, FALLS Z SOUTH OF NORTH R/W FENCE OF
COOLEY ROAD.
NOV. 1986 (CS02307) MAJOR PARTITION 86-1 BY ROBERT M. KARL, PLS 164Z RECORDED 08-03-1987, SHOWS TIE TO CORNER, FOUND 1-lrZ STEEL BAR PER SUTTON.
03-20-1987 (OCRR 0141) OREGON CORNER RESTORATION RECORD BY GEORGE COLVIN, PLS 1020, FOUND 1" X 23- IRON ROD IN STONE MOUND. SET 5J8" X 30" IRON ROD, IN
PLACE OF EXISTING 1" IRON ROD, RISING 18" IN STONE MOUND AND TOPPED WITH DESCHUTES COUNTY SURVEYORS OFFICE 3-1/4" ALUMINUM CAP AND 4 NEW
RPS:
- RPS ESTABLISHED HAVE NAIL AND DISC MARKED LS 1020, PLACED AT SIDE CENTER.
-14" JUN. S850E 59.2-
- 6" JUN. N45OW 46.6.
-,C DBLJUNIPER N660E 25.05'.
-10" JUN. S300W 69.6'.
08-28-1985 (CS08638) SURVEY BY EDGAR W. GRAVES, PLS 980, SHOWS TIE TO CORNER, FOUND 1" AXLE Off ABOVE GROUND AND 2 SOUTH OF NORTH R/W FENCE OF
COOLEY ROAD.
08-13-1991 (CSO4249) SURVEY BY JEFFREY A KERN, PLS 1081, SHOWS TIE TO CORNER, 3-1/4" ALUMINUM CAP, DESCHUTES COUNTY SURVEYOR'S OFFICE.
09-27-1991 (OCRR 1112) OREGON CORNER RESTORATION RECORD BY JEFF A KERN, PLS 1081, CORNER GONE - FOUND REMAINS OF STONE MOUND AND 5 RP TREES.
ALSO FOUND STONE 20X12X7 WITH NOTCHES ANDX` SOUTHERLY 3.0 FEET IN ROCK CRIB.
- SET 3" BRASS CAP ON 2" IRON PIPE (17 LONG) IN CONC. OVER 12" LONG 5/8" I. ROD IN BEDROCK, USED EXISTING RPS:
- 5" JUNIPER TRIPLE BEARS N680E 24.93 FT. TO NAIL AND WASHER - S.E. FACE-
- 14!JUNIPER BEARS S840E 59.06 FT. TO NAIL AND WASHER - S. FACE.
- 6" JUNIPER BEARS S40W 79.65 FT. TO FIN. NAIL IN BLAZE - N. FACE.
-110 JUNIPER BEARS S32OW 69.38 FT. TO FIN. NAIL IN BLAZE - N. FACE. (ALSO FOUND NAIL AND WASHER IN W. FACE AT 69.64'.)
- 8" DBL JUNIPER BEARS N450W 46.60 FT. TO NAIL AND WASHER - NE FACE.
1992-1993 CONTROL MARK DATA 17120900, COGRID #298, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-114" BRASS CAP IN CONCRETE. (REFERENCE NUMBER
OCRR 1112)
07-29-1992 (CS11164) PARTITION PLAT NUMBER 1992-35 BY JEFFREY A KERN, PLS 1081, SHOWS TIE TO CORNER, FOUND 3-1/4" ALUMINUM CAP, DESCHUTES COUNTY
SURVEYOR'S OFFICE.
05-31-1994
(CS11848) SURVEY BY RANDY R. SCOTT, PLS 2255, SHOWS TIE TO CORNER, FND. 3' BRASS CAP.
04-12-1995
(CS12153) SURVEY BY JEFFREY A KERN, PLS 1081, SHOWS TIE TO CORNER, FD. D.C.S.O. BRASS CAP IN CONCRETE.
10-M1997
(GS13070) SURVEY BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE, OCRR 1112
f WHITE STRIPING (TYP) 12-02-1998
(CS13485) PARTITION PLAT NUMBER 1998-63 BY KENNETH A FISHER, PLS 2WZ SHOWS TIE TO CORNER, FOUND 3" BRASS CAP MARKED "LS 1081".
f CONCRETE CURB (TYP) 03-09-1999
(CS13561) SURVEY BY DAVID R_ WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
07-16-2001
(CS14553) SURVEY BY TIM K. CHAPMAN, PLS 2477, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
03-14-'XM
(CS14884) SURVEY BY BRIAN W REEVES PLS 2677 SHOWS TIE TO CORNER FOUND 3-1/4" BRASS CAP IN CONCRETE
BASIS OF BEARINGS � tom' ' ` 04-16-2002 ' (CS14925) TRIANGLE CENTER BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
• 07-05-2002 (CS15015) HIGHLAND COMMERCIAL PARK BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON `z Z - a "
COORDINATE SYSTEM (COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: ^ • 11-21-2003 (CS15633) SURVEY BY DAVID R. WILLIAMS, PLS XW, SHOWS TIE TO CORNER, FOUND 3-1/4 BRASS CAP IN CONCRETE.
7D a D 0 O' -' 3 (3-24-2005 (CS16343) SURVEY BY KEVIN WILLIAMS, PLS 2650, SHOWS CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
LINEAR UNIT: INTERNATIONAL FOOT Qft) --a s . ~ ` : d a . = C 08-11-2005 (CS16539) SURVEY BY JODY S. FRASIER, PLS 2498, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE.
ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991)0 - `
D 0 �- Ld Ld. - 04-27-2007 (CS17294) SURVEY BY PETER A MANLEY, PLS 2214, SHOWS TIE TO CORNER, FOUND 3-1/4" DESCHUTES COUNTY SURVEYOR'S OFFICE
PROJECTION: TRANSVERSE MERCATOR r- . , `a A . • (fly 4 • ` -' ALUMINUM CAP ON 2° IRON PIPE_
LATITUDE OF GRID ORIGIN: 4300OW N N 08-15-2007 GS17449
LONGITUDE OF CENTRAL MERIDIAN: 121 17'00" W G � • -a ALLEY TRIANGLE CENTER ( )SURVEY BY LINDA LEE MILLER, PLS 2513, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE_
0421-2009 (CS17973) SURVEY BY ANDREW N. HUSTON, PLS 61407, SHOWS TIE TO CORNER, FOUND 3-1/4 BRASS CAP.
NORTHING AT GRID ORIGIN: 0.000 ift n (ASPHALT LOT 1
p(
EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift n 0 02-07 2013 (CS18484) SURVEY BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP IN CONCRETE. REGISTERED
SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) SURFACE) 04-29-2019 (CS19916) SURVEY BY STEVEN R. HANNAS, PLS 47021, SHOWS TIE TO CORNER, FOUND 3.25" BRASS CAP PER PROFESSIONAL
a OCRR 1112 LAND SURVEYOR
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE EXISTING BUILDING 06-24-202D (CS20246) SURVEY BY BENJAMIN J. HRON, PLS 92723, SHOWS TIE TO CORNER, FOUND 2" IRON PIPE WITH
PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE / 3" BRASS CAP.
GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC 12-10-2020 (CS20393) SURVEY BY JOHN P_ THOMPSON, PLS 49220, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP
BEARINGS DUE TO MERIDIAN CONVERGENCE. • ; pepltv�
IN CONCRETE.
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC (RTK) OBSERVATIONS 0 20 40 05-25-2021 (GS20520) SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022, SHOWS CORNER, 3-1/4" BRASS CAP DOWN 0.6. 0 R E G 0 N
USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GNSS NETWORK (ORGN) SCALE 1 " = 20' 11404-2022 (GS20962) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP. MARCH 8, 2016
AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE 12 22-2022 (CS21000) SURVEY BY ROBERT A CHURCHILL, PLS 77636, SHOWS TIE TO CORNER, FOUND 3-1/4" BRASS CAP JACOB D. POWELL
CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE "DCSO LS1081". 90744PLS
FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. 11-17-2023 (CS21203) GATEWAY NORTH BY BRIAN D. GILLOOLY, PLS 84457, SHOWS TIE TO CORNER, FOUND 34W BRASS
DISK IN MONUMENT CASE SET 0.70' BELOW GRADE, STAMPED PER OCRR 1112 RENEWS: 12/31 /2026
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
SOUTHWEST CORNER SECTION 09
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T17S. R12E, W.M. OF
PROJECT f.CT80 DATE:11-06-2024 1DRAWN BY: JKD ICHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTY, OREGON
FILE NAME: J:\CAD\Projects\Surveying\OCRR—CORNER CARDS 17120900 CT80 Cooley Road near Berg Ln DWG 17120900 CT80 OCRR.dw