HomeMy WebLinkAboutOCRR 2086SEE D.C.S.O. FIELD BOOK 2024, PAGES 37-46
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT.
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JACOB POWELL, PLS
JERROD DAVIS
MATHEW McCONNELL
CORNER DESIGNATION
T17S R12E
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SET MONUMENT DETAIL
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3-1/4" ALUMINUM CAP
ON 5/8" X 30" IRON ROD
THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RESET AND REFERENCE OUT THE WEST 1/4 CORNER
OF SECTION 33, T17S, R12E, W.M., WHICH WAS DESTROYED DURING CONSTRUCTION OF 2ND STREET CORRIDOR
IMPROVEMENTS BY THE CITY OF BEND.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND 60D SPIKE, DOWN 0.30', ORIGIN UNKNOWN, HELD BY OTHERS, FROM WHICH:
100. FOUND MAG NAIL AND 1-1/2' STEEL WASHER MARKED "S&F LANDS CONTROL" SET IN OCRR 2009AS POINT #561, BEARS
N16-06'3CYW 53.46 (RECORD N16-07"22W 53AT). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
101. FOUND 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "S&F LANDS CONTROL" SET IN OCRR 2009 AS POINT #564,
BEARS S44°5T30"E 34.61' (RECORD S45"00'46"E 34.59). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
NOTE: ALL OTHER REFERENCE MONUMENTS NOTED IN OCRR 2009 AND PREVIOUS REFERENCED SURVEYS SEARCHED
FOR BUT NOT FOUND.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE POSITION OF THE 6013 SPIKE AGREES WITH THE PUBLISHED COCS COORDINATES PER THE 1992-1993 DESCHUTES
COUNTY CONTROL MARK DATA SHEET FOR SAID SPIKE. SAID DATA SHEET SHOWS DISTANCES TO REFERENCES, BEING THE
POWER POLE AND THE SOUTHWEST CORNER OF HOUSE 846, WHICH AGREE WITH THE RECORD DISTANCES PER THE 1949
CITY OF BEND MONUMENT BOOK FOR MONUMENT 156. DISTANCES FROM THE FOUND SPIKE TO THE ADJACENT SECTION
CORNERS AGREE WITH 1910 RECORD DISTANCES PER GOULD'S CALCULATION BOOKS. AT THE POSITION OF FOUND 60D
SPIKE, SET A 3-1/4" ALUMINUM CAP MARKED AS SHOWN ABOVE, ON 50 DIAMETER X 3(" IRON ROD IN A STANDARD CAST IRON
MONUMENT WELL, FROM WHICH:
SET A 1-1/8" DIAMETER COPPER (A,B,C), BRASS (D) MARKER WITH ANCHORING PLUG AND MAGNET FLUSH IN CONCRETE,
MARKED AS FOLLOWS:
A "DCSO A" -LOCATED ON SOUTHERLY WING OF ADA RAMP ON SW CORNER OF INTERSECTION, BEARS N13-4930'W 49.31'.
B. "DCSO B LOCATED ON NE CORNER OF STORMWATER DRYWELL PAD ON SE CORNER OF INTERSECTION, BEARS
N27023'30"E 48.76.
C_ "DCSO Co, LOCATED IN WESTERLY EDGE OF SIDEWALK ONE SIDE OF NE 2ND STREET +/-130' SOUTH OF INTERSECTION,
BEARS S2405600"E 55.81'.
D. "DCSO D" ON NE CORNER OF CONCRETE FIRE DEPARTMENT CONNECTION RISER PAD +/- 230' SOUTH OF INTERSECTION
ON WEST SIDE OF NE 2ND STREET, BEARS S11.39W W 153.6T.
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
(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:
4T00W 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.
THE COORDINATES AND STANDARD DEVIATION
FOUND 3-1/4" BRASS 29 28 VALUES SHOWN ARE THE RESULTING VALUES FOR
CAP IN MONUMENT THE POINT PER A LOCAL LEAST SQUARES
WELL PER OCRR 1925. 32 33 ADJUSTED PROJECT CONTROL NETWORK DERIVED
FROM INTEGRATED REAL TIME KINEMATICS (RTK)
AND TOTAL STATION TIES.
SET 3-1 /4" ALUMINUM
CAP IN STANDARD
MONUMENT WELL IN
PAVEMENT
FOUND 1-1/4" DIAMETER
STEEL AXLE IN CENTER OF
RAILWAY LINE, AS HELD PER
CONTROL MARK DATA
17123300
CITY OF BEND MONUMENT #8
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PLSS CORNERS ARE FROM
SINGLE GNSS OBSERVATIONS
ONLY USING THE ORGN
(COCS) INVERSE OF RECORD
BEARINGS AND DISTANCES
USING THE PUBUSHED
COORDINATES PER THE
1992-1993 CONTROL MARK
DATA SHEETS FOR THE
PREVIOUS POSITIONS OF THE
CORNER AND ADJACENT
CORNERS
SKETCH
CONCRETE SIDEWALK (TYP.)
CONCRETE
CURB (TYP.)
CONCRETE SIDEWALK (TYP.)
8' HIGH
SHRUB -COVERED
CHAIN LINK FENCE
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IRVING AVE.
(ASPHALT SURFACE)
CONCRETE
CURB (TYP.)
COCS POINT#: 1023
COCS MARK NAME: 17123340
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NORTHING: 385,973.67 ift t0.01
EASTING: 3,294,589.59 ift t0.01
ORTHO HT: 3,622.72 ift t0.01
TRANSFORMATION: DESCHUTES 13
EXISTING BUILDING
(DAYS INN MOTEL)
TYPE OF REPORT
CONDITION ONLY:
RENEWED: X
SURVEYED IN:
REFERENCED OUT: X
INDEX FILE NO: 2 08 to
ALPHAINUMERIC
CORNER NUMBER: 17123M
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
08-31-1870 ORIGINAL (GLO) SUBDIVISION OF T17S, R12E, WILLAMETTE MERIDIAN, BY GEO. W_
NEWMAN, DEPUTY SURVEYOR, UNDER CONTRACT NO. 141, SET STONE 14146 FOR 1/4
SECTION CORNER BETWEEN SECTIONS 32 & 33, (NO BEARING TREES FOR THIS CORNER
WERE NOTED IN GLO NOTES)_
09-29-1900 L.D. WIESTS FIELD BOOK 01A, PG. 6, LOCATED IN THE DCSO MISCELLANEOUS RECORDS,
FOUND CORNER, NO DESCRIPTION GIVEN_
06-07-1904 (CS16913) PLAT OF BEND BY L.D. WIEST, ENGINEER, SHOWS THE EAST 114 CORNER,
SECTION 32
03-03-1910 (CS10565) PLAT OF WIESTORIA BY GEO. S. YOUNG, ENGINEER, SHOWS TIE TO CORNER_
03-31-1910 R.B_ GOULD'S PRIVATE BUSINESS FIELD BOOK #01, PAGE 24, NOTES FOR PARKADDITION
TO BEND, SHOWS TIE TO EAST 114 CORNER SECTION 32, "REPLACED WITH A STONE
MONUMENT.'
03-31-1910 R.B. GOULD'S PRIVATE BUSINESS FIELD BOOK #01, PAGE 26, SHOWS TIE TO EAST 1/4
CORNER SECTION 32, STONE MARKED 114 (ORIGINAL).
1910 R.B GOULD'S PRIVATE BUSINESS CALCULATION BOOKS, SECTION BREAKDOWNS OF
SECTIONS 32 AND 33, BOOK 2, PAGES 82 AND 84, AND BOOK 3, PAGE 52 SHOWS
BEARINGS AND DISTANCES FROM CORNER TO ADJACENT SECTION CORNERS.
MAY 1910 (CS05296) SUBDIVISION OF LOT 2, BLOCK 12, BEND BY L.D. WEST, ENGINEER, SHOWS TIE
TO CORNER, DESCRIBES AS INITIAL POINT AND STATES LOCATION AND DESCRIPTION OF
INITIAL POINT BEING DULY RECORDED IN THE U.S. LAND OFFICE, WASHINGTON DC.
06-02-1910 (CS06189) PLAT OF CENTER ADDITION TO BEND, OREGON BY JOHN S. WARD, SHOWS TIE
TO CORNER, STONE AT WEST 1/4 CORNER SECTION 33.
1942 CITY OF BEND MONUMENT INDEX, LOCATED IN THE DCSO MISCELLANEOUS RECORDS,
NOTES MONUMENT #156, X ON STONE.
CIRCA 1940 CITY OF BEND MONUMENT BOOK 1940'S, MONUMENT #156, NOTES MONUMENT REPLACED
MARCH 1949, SET AXLE 10" DEEP, FROM WHICH:
-A FENCE CORNER BEARS NW 58.16'
- A POWER POLE BEARS NE 65.9
- THE SW CORNER OF HOUSE #846 BEARS SE 43.45'
07-28-1976 (CS06239) SURVEY BY MICHAEL TYE, PLS 1046, SHOWS TIE TO CORNER, FOUND CITY
MONUMENT AT IRVING AVE.
1992-1993 CONTROL MARK DATA 17123340, COGRID #329, SHOWS SPIKE IN CENTER OF NE 2ND
STREET AND 65' SOUTH OF NE IRVING AVE.
- POWER POLE 330503 BEARS 66 NORTHEAST.
- SOUTHWEST CORNER OF HOUSE 846 BEARS 43' SOUTHEAST.
06-05-2007 (CS17347) BOUNDARY SURVEY BY PETER A MANLEY, PLS 2214, SHOWS TIE TO CORNER,
FOUND COCS POINT 17123340 SPIKE IN PAVEMENT.
08-01-20C 7 (CS17429) HORIZONTAL CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR ODOT
BY DALE N. BARRETT, PLS 1979, SHOWS FOUND SPIKE (COUNTY MONUMENT 17123340),
TOP 0.2' BELOW ASPHALT SURFACE.
07-16-2019 (CS19957) SURVEY BY JERRY D. STICHLER, PLS 2527, SHOWS TIE TO CORNER, FOUND
RAILROAD SPIKE +/-0.2' BELOW ASPHALT SURFACE.
11-19-2019 (OCRR 2009) OREGON CORNER RESTORATION RECORD BY MATTHEW J. FAULKNER, PLS
75618, FOUND 60D NAIL, DOWN 0.3' IN ASPHALT, FROM WHICH:
- SET MAG NAIL & WASHER MARKED "S&F LANDS CONTROL", BEARS N330582TE 35.1T-
- SET MAG NAIL & WASHER MARKED "S&F LANDS CONTROL", BEARS N16.07=E 53AT.
- SET 50 IRON ROD WITH RED PLASTIC CAP MARKED "S&F LANDS CONTROL",
BEARS SW56'09W 163.26.
- SET 5Ar IRON ROD WITH RED PLASTIC CAP MARKED "S&F LANDS CONTROL", BEARS
S45000'46W 34.59.
02-27-2025 (CS21485) SURVEY BY BRIAN C. COURSER PLS 86998, SHOWS TIE TO CORNER, FOUND 60
SPIKE DOWN 0.3'.
- FOUND MAG NAIL AND WASHER "S&F LANDS CONTROL" N16008'36"W 53.43.
- FOUND 5/8" IR W/RPC "S&F LANDS CONTROL" S440521T'E 34.59.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0000Q�'?- 807&�
O R E G O N
MARCH 8; 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2026
DESCHUTES COUNTY SURVEYOR'S OFFICEOREGON CORNER RESTORATION RECORD SHEET
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 WEST 1/4 CORNER SECTION 33 1T17S, R12E, W.M. OF
PROJECT : CT124 DATE:06 02 2025 IDRAWN BY: MTM,JDP ICHECKED BY: JDP,KRS CITY OF BEND, DESCHUTES COUNTY, OREGON �
L 0 FILE NAME: J: CAD Pro' cts Surve 'n OCRR-CORNER CARDS 17123340 CT124 2nd & Irvin DWG 17123340 CT124.dw