HomeMy WebLinkAboutOCRR 20640 30 60
SCALE I" = 30'
SEE D_C.S.O. FIELD BOOK 2021, PAGES 3840
MAGNETIC DECLINATION: 14"E
PERSONNEL PRESENT: KEVIN SAMUEL, PLS
JERROD DAMS
MATHEW MCCONNELL
NARRATIVE
COCS POINT t
SKETCH COCS MARK NAME: -
NORTHING.
C] w EASTING:
O
Q RTHO HT:
TRANSFORMATION:
cif 3
>
GQNCRETE SURFACE
Q F-
_J Q
z / NW ARIZONA AVE
(ASPHALT SURFACE) 5
CONCRETE CURB / /
i
Q4
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO REFERENCE OUT THE EXISTING CORNER DUE TO
CURRENT AND UPCOMING CONSTRUCTION ACTIVITIES IN CLOSE PROXIMITY TO THE CORNER
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 2" ALUMINUM CAP ON A 5/8" IRON ROD MARKED AS SHOWN IN MONUMENT DETAIL, DOWN 3 BELOW GROUND LEVEL PER
(CS03743) BY W.C_ KAUFFMAN
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
HELD FOUND 2' ALUMINUM CAP PER (CSO473) BY W.C. KAUFFMAN, FROM WHICH-
2 A SET 1 118" DIAMETER BRASS MARKER WITH AN ANCHORING PLUG MARKED "DCSO", SET IN TOP OF CURB, --1.Or EAST OF
EXPANSION JOINT, BEARS N21OWWE 95.27
3. A SET i 1t8" DIAMETER BRASS MARKER WITH AN ANCHORING PLUG MARKED "DCSO", SET IN SE CORNER OF MANHOLE TOP
SLAB, BEARS N27025W W 119.27'
4. A SET 1 1/8" DIAMETER BRASS MARKER WITH AN ANCHORING PLUG MARKED "DCSO", SET IN SIDEWALK, -10' SOUTH OF
CENTER OF SOLAR LIGHT POLE, BEARS S53049WW 129.17
5 A SET MAGNAIL WITH A 1 1/2' WASHER MARKED "DCSO", SET IN TOP OF CURB AT END OF MANHOLE SLAB, -1.0' EAST OF
EXPANSION JOINT, BEARS N60°52'00" E 123.10'
ALSO FOUND A 2112" DIAMETER PIPE FILLED WITH CONCRETE, CAP MISSING, DOWN WY BELOW GROUND LEVEL PER (CS03727),
BEARS N12'5500'S 0.70'
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GNSS AND TOTAL STATION.
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 Q t)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43°OOW N
LONGITUDE OF CENTRAL MERIDIAN:
121 "17'0U' 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 REAL71ME GNSS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYORS 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.
CORNER DESIGNATION
T17S R12E
32
S 1/4
MONUMENT DETAIL
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JY PUT-17-S
401
Cl,
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s,s 5
T-18--S Is
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326
17143204
1a
383,319.2232 ift tO.014
3,291,972.2976 ift t0.014
3,624.0529 ift t0.020
NONE, ORIGINAL COCS
TYPE OF REPORT
CONDITION ONLY:
RENEWED:
SURVEYED IN:
REFERENCED OUT. X
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS:
INDEX FILE NO: Z,Q G
ALPHAINUMERIC
CORNER NUMBER: 17123204
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G O N
DECEMBER 28, 2009
KEVIN R. SAMU L
77040PLS
RENEWS: 6/30/2024
06-08-1869 (GLO) SUBDIVISION OF TOWNSHIP NO. 18 SOUTH, RANGE 12E, WILLAMETTE MERIDIAN, FIELD NOTES BY
DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER CONTRACT NO.131, SET STONE 14"X12'X6" FOR 1/4
SECTION CORNER.
12-03-1914 (RD00916) POWELL BUTTE AND PAULINA CREEK ROAD, CJ5, PAGE 360, VACATION, MENTIONS 1/4 CORNER
BETWEEN SECTIONS 32, TOWNSHIP 17 SOUTH AND SECTION 5 IN TOWNSHIP 18 SOUTH, IN RANGE 12 EAST.
04-10-1910 R.B. GOULD'S PRIVATE FIELD BOOK #1, PAGE 27, SOUTH 1/4 SECTION CORNER OF SECTION 32, STONE.
1915 (CS09881) PLAT OF STAATS' ADDITION BY ROBERT B. GOULD, PLS 0063Z BURIED A STONE 12"X12"X6" WITH A
CROSS CUT IN THE TOP, SIX INCHES BELOW GROUND.
NO DATE R.B_ GOULD'S PRIVATE CALCULATION BOOKS, BOOK #3, PAGE 52, RESECTION OF 32-17-12, SHOWS 1/4
CORNER.
NO DATE R.B. GOULD'S PRIVATE CALCULATION BOOKS, BOOK #5, PAGE 47, SUBDIVISION OF SECTION 5-18-12, SHOWS
114 CORNER.
06-01-1979 (CS03730) SECTION SUBDIVISION BY GARY W. HICKMAN, PLS 1678, CALCULATED CORNER, NOTHING
SET.
09-13-1979 (CS03727) BOUNDARY SURVEY BY GARY W_ HICKMAN, PLS 1678, SET 3" BRASS CAP ON 21fZ" IRON PIPE.
07-13-1981 (CS09725) SHEVLIN CENTER BY GARY W: HICKMAN, PLS 1678, SHOWS CORNER ON LOCATION AND INDEX
MAP.
04-22-1982 SECTION CORNER DESCRIPTION CARD #546 BY DESCHUTES COUNTY ROAD DEPT. (UNOFFICIAL RECORDS),
LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER
REFERENCES, SET 5/8" X 30" IRON ROD WITH 2" ALUMINUM CAP BELOW GROUND
P.K. NAIL UP 0.9 NE SIDE POWER POLE N36-W, 83.65
P.K. NAIL UP 1.0' N. SIDE POWER POLE #054903 N76OW, 60.5V
03-29-1983 (CS09727) MILL "A" AREA OF SHEVLIN CENTER BY GARY W. HICKMAN, PLS1678, FOUND 21/2" IRON PIPE WITH
3" BRASS CAP.
01-30-1984 (CS03743) PLAT OF SURVEY BY W.C. KAUFFMAN, PLS 01031, SET 5/8" IRON ROD WITH ALUMINUM CAP LEVEL
WITH GROUND, FOUND 1 1/7 IRON PIPE N 48.18' AND E 0.26 BY FENCE CORNER (OLD), FOUND 7 IRON PIPE
(NEW) N 0.73' AND E OAT
83.65' TO POWER POLE, NORTHWEST, AND
60.58' TO POWER POLE, WEST.
07-30-1986 (CS09728) MILL "A" AREA OF SHEVLIN CENTER SECOND ADDITION BY GARY W. HICKMAN, PLS 1678, FOUND 3
1/2" BRASS CAP IN 21/2" IRON PIPE.
08-05-1992 (CS 11233) ALTA SURVEY BY PHILIP R_ BALDNER, PLS 02489, FOUND 2" ALUMINUM DESCHUTES COUNTY CAP
STAMPED "LS 1031"; ALSO FOUND 3" IRON PIPE WITH CAP REMOVED BEARS N1305938"E, 0.70'.
1992-1993 CONTROL MARK DATA 17123204 BY DESCHUTES COUNTY PUBLIC WORKS, 2" ALUMINUM CAP AT GROUND
LEVEL, 5' NORTH OF NORTH RAIL
SEPT_1993 (CS11766) PARTITION PLAT NO.1994-8 BY DAVID L BROWN, PLS 2609, FOUND CAP N 1/4 CORNER SECTION 5.
03-01-1995 (CS12109) BOUNDARY SURVEY BY BRIAN W. REEVES, PLS 02677, FOUND 3 INCH IRON PIPE IN CONCRETE.
12-12-1997 (CS13443) RECORD OF SURVEY, LOT LINE ADJUSTMENT LL-98-257, BY PETER A. MANLEY, PLS 2214, FOUND 2'
ALUMINUM CAP.
12-12-1997 (CS13498) RECORD OF SURVEY, LOT LINE ADJUSTMENT LL-98-284, BY PETER A. MANLEY, PLS 2214. FOUND
2"ALUMINUM CAP.
12-12-1997 (CS13497) RECORD OF SURVEY, LOT LINE ADJUSTMENT LL-98-348, BY PETER A MANLEY, PLS 2214, SHOWS
1/4 CORNER.
05-03-1998 (CS13454) WESTSIDE-NORTH, PHASE I, BY PETER A. MANLEY, PLS 2214, FOUND 3" ALUMINUM CAP.
06-04-1998 (CS13314) PARTITION PLAT NO. 1998-26 BY KENNETH A. FISHER, PLS 028OZ FOUND 3" BRASS CAP.
06-26-1998 (CS13331) NORTHSIDE TERRACE, BY PETER A. MANLEY, PLS 02214, SHOWS GEODETIC TIE TO N 1/4 CORNER
SECTION SECTION 5, CENTRAL OREGON GRID NETWORK CONTROL POINT 18120504.
12-30-1998 (CS13514) UPPER TERRACE, PHASE II, BY PETER A. MANLEY, PLS 02214, SHOWS GEODETIC TIE TO CENTRAL
OREGON GRID CONTROL POINT 17123204, NORTH 114 CORNER SECTION 5, FOUND 3" ALUMINUM CAP.
02-04-2004 (CS15781) PROPERTY LINE ADJUSTMENT BY JEFF KERN, PLS 01081, SHOWS CORNER NOT FOUND.
06-20-2005 (CS16490) RECORD OF SURVEY BY PETER A. MANLEY, PLS 02214, FOUND MONUMENT DESTROYED, FOUND 2
1/2" IRON PIPE, DOWN1.5', N08`08'02"E, 0.68' FROM HELD PUBLISHED COORDINATES.
02 23-2007 (CS17240) BOUNDARY SURVEY BY DANIEL E. WOBBE, PLS 02825, FOUND 2" ALUMINUM CAP SET PER
CS03743.
09-21 2007 (CS17565) RECORD OF SURVEY BY DALE R_ BARRETT, PLS 01979, FOUND 3" O_D_ IRON PIPE FILIFD WITH
CONCRETE, NO CAP 1.6 DEEP; ACCEPTED AS BEING N 0.70' AND E 0.24' FROM PUBLISHED COORDINATES
FOR CORNER.
09-21 2007 (CS17640) RECORD OF SURVEY BY DALE R. BARRETT, PLS 01979, FOUND 3" O.D. IRON PIPE FILLED WITH
CONCRETE, NO CAP 1.5' DEEP, ACCEPTED AS BEING N 0.70' AND E 0.24' FROM PUBLISHED COORDINATES
FOR CORNER.
07-11 2012 (CS18416) PROPERTY LINE ADJUSTMENT, BY DANIELADAM NELSON, PLS84832, CALCULATED POSITION OF
SOUTH 1/4 CORNER SECTION 32
08-04-2021 (CS20581) RECORD OF SURVEY BY BEN HRON, PLS 92723, FOUND 5/8" REBAR WITH 2" ALUMINUM CAP DOWN
3.1' ; ALSO FOUND 21/Z" IRON PIPE, BEARS N13*31'48"E, 0.71'.
07 25-2023 (CS21122) RECORD OF SURVEY BY JACOB CARSON, FOUND 2" ALUMINUM CAP PER CS03743.
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE
SOUTH ONE -QUARTER OF SECTION 32
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-38"581 T17S, R12E, W.M. OF
PROJECT : CT23 DATE:11-30--2023 1DRAWN BY: JKD, KRS ICHECKED BY: KRS, JDP CITY OF BEND, DESCHUTES COUNTY, OREGON
FILE NAME: J: CAD Pro' is Surve " OCRR-CORNER CARDS 17123204 CT23 Arizona -Lava DWG 17123204 CT23.dw