HomeMy WebLinkAboutOCRR 2085S3
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CORNER DESIGNATION
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RECORD 2 1 /2" DIAMETER
BRASS CAP IN A MONUMENT
WELL — SEE CS20755.
1/4 COR. S 10 O S 11 RENEWED 1/4 CORNER
MONUMENT DETAIL
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SEE D.C.S.O. FIELD BOOK 2024, PAGES 27-00
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MAGNETIC DECLINATION: 140E
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PLS 77040
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PERSONNEL PRESENT: KEVIN SAMUEL, PLS
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO RESET AND REFERENCE OUT THE WEST 1/4 CORNER OF
SECTION 11, T18S, R12E, W.M. WHICH WAS DESTROYED BY SEWER AND ROAD CONSTRUCTION ON 27TH STREET BETWEEN
STEVENS ROAD AND FERGUSON ROAD.
DESCRIPTION OF CORNER EVIDENCE FOUND:
FOUND Z' BRASS CAP IN A STANDARD CAST IRON MONUMENT WELL, MARKINGS SHOWN IN FOUND DETAILABOVE, FROM WHICH:
1. FOUND 5/8" IRON ROD WITH GREEN PLASTIC CAP MARKED "DOWL", FLUSH, BEARS N58.29-ME 55.91', (RECORD N58-E 55.88'
OCRR 2053). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
2 FOUND 117 SQUARE BAR WITH 1 1/2' DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF. MON..", FLUSH, 2 NORTH OF
PEDESTAL, BEARS S56°0530"E 46AT (RECORD S56-E 46.49 OCRR 2053). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
3. FOUND 5/8" IRON ROD WITH GREEN PLASTIC CAP MARKED "DOWL", FLUSH, BEARS S28.42W W 37.05 (RECORD S28'W 37.(5
OCRR 2053). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
4. FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S", DOWN 1.0' BEARS S89'4300"W 30.W (RECORD S89"VN
30.03' OCRR 2053 & 30.00' SET IN CS08959). SUBSEQUENTLY DESTROYED BY CONSTRUCTION.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
AT POSITION OF FOUND 2" BRASS CAP, SET A 31/4" ALUMINUM CAP, MARKED AS SHOWN IN SET DETAIL ABOVE, ON A 5/8"
DIAMETER X 30" IRON ROD IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH:
A SET 1 10 DIAMETER BRASS MARKER WITH ANCHORING PLUG AND MAGNET, IN CONCRETE, MARKED AS FOLLOWS:
A "DCSO A" - SOUTHWEST CORNER OF A 3' X 3.4' STORM DRAIN PAD, BEARS N21 °29W W 56.94'
B. "DCSO B" - SOUTHEAST CORNER OF 3' X 3.4' SEWER PAD, BEARS N34-36WE 64.32
C. "DCSO C" - TOP OF CURB, 1.0' NORTH OF EXPANSION JOINT, BEARS S39 7-ME 52.90'
D. "DCSO D" - TOP OF CURB, 1.9 NORTH OF EXPANSION JOINT, BEARS S26"06-M W 44.56
NOTE: BEARINGS TO ACCESSORIES MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GNSS AND TOTAL STATION
SKETCH
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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 (ift)
Q
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43000'00r' N
Y
LONGITUDE OF CENTRAL MERIDIAN:
121°17'00rW
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NORTHING AT GRID ORIGIN:
0.000 ift
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EASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
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SCALE FACTOR ON CENTRAL MERIDIAN:
1.00016 (EXACT)
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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.
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S10 S11 FOUND 3 1/4" DIAMETER BRASS
SEC. COR. CAP IN A MONUMENT WELL.
S15 S14 SEE OCRR 1310 & 2051.
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COGS POINT #.
1004
TYPE OF REPORT INDEX FILE NO: 2085
COGS MARK NAME:
18121140
CONDITION ONLY: ALPHAINUMERIC
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RENEWED: X CORNER NUMBER: 18121140
NORTHING:
375,420.31 ift t0.03
SURVEYED IN:
EASTING:
3,305,137.77 ift t0.03
REFERENCED OUT: X
ORTHO HT:
3,705.98 ift t0.05
TRANSFORMATION:
DESCHUTES 13
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.
HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
OC 08-1869
GLO SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, BY DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER
CONTRACT NO. 131, SET STONE 14"x12'x6". (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER ARE NOTED).
07-05-1910
(RD01364) M_W. WILSON COUNTY ROAD, SURVEYOR'S REPORT BY FRED RICE, COUNTY SURVEYOR, SHOWS CALL TO THE
114 CORNER & (RD01359) JACKET COVER.
09-07-1925
R.B. GOULD'S FIELD BOOK 51 PG'S 60-62, LOCATED IN THE DGSO MISCELLANEOUS RECORDS, SHOWS E. 1/4 COR. SEC. 10, FORD AXLE 4" BELOW
SURFACE OF ROAD.
NO DATE
(CS03873) SURVEY FOR ARCHY BABCOCK BY AUBREY E. PERRY, PE 142, SHOWS TIE TO CORNER, AXLE AND 2 ACCESSORIES:
-14" JUN., BEARS NWLY 91.5
-12' PINE, BEAR SWLY 49.8'
NO DATE
(CS03895) SURVEY BY AUBREY E. PERRY, PE 142, SHOWS TIE TO CORNER, FORD AXLE AND 2 ACCESSORIES:
-14" JUN., BEARS NWLY 91.5
-12' PINE, BEARS SWLY 49.9
04-28-1976
(CS03889) SURVEY BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, FND BRASS CAP IN MONUMENT BOX, W_ SIDE PVMT. EDGE ARNOLD
MKT_ RD.
11-23-1976
SECTION CORNER DESCRIPTION CARD 123 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING
VAULT), SET SLEEVE & BRASS CAP IN CONCRETE,1.9 WEST OF EDGE OF PVT., FROM WHICH:
- U.S-C.G. GONG. B.M. E23-1920, BEARS NWLY 17.79.
- CORNER POST, N&S, BEARS WLY 13.39.
ALSO NOTES CORNER DESTROYED DURING CONSTRUCTION SUMMER OF 1976. REPLACED WITH REFERENCES IN THIS CARD AND DIST. TO
SECTION CORNER CHECKED 11-23-76. SEE PLAT IN COUNTY SURVEYOR'S OFFICE.
. 11-26-1976
(CS03901) SURVEY BY JEFF A KERN, PLS 1081, SET BRASS CAP IN CONCRETE MARKED-1/41011 T18S R120, FROM WHICH:
- CENTER BRASS CAP IN GONG. USC&GS B.M. E231920, BEARS N65"W 17.79
- NAIL & SHINER 0.5' UP, EAST SIDE OLD CORNER FENCE POST, BEARS WEST 13.38'
03-11-1977
(CS03884) SURVEY BY RICHARD L. BRYANT, PLS 920, SHOWS TIE TO CORNER, FD. PK, RESET WITH BRASS CAP BY COUNTY.
11-01-1979
(CS03893) SURVEY BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FOUND B/C.
06-19-1980
(CS03903) SURVEY BY GEORGE W_ COLVIN, PLS 1020, SHOWS TIE TO CORNER, FND BRASS CAP BY COUNTY ROAD DEPT_
12-22-1980
(CS03878) MP 80-019 BY DAVID E. SCOTT, PLS 1844, SHOWS TIE TO CORNER, FD BRASS CAP.
10-15-1985
(CS03902) SURVEY BY JEFF A KERN, PLS 1081, SHOWS TO CORNER, FD. B.C.
05-10-1989
(CS03888) MP4 -047 BY GEORGE W. COLVIN JR_, PLS 1020, SHOWS TIE TO CORNER, FOUND BRASS CAP IN MONUMENT BOX
05-11-1989
(CS08959) PONDEROSA ESTATES BY JAMES R. TYE, PLS 1104, SHOWS TIE TO CORNER, FOUND 2-1 Z BRASS CAP IN MONUMENT BOX
05-09-1990
(CS08961) PONDEROSA ESTATES FIRST ADDITION BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, 2112' BRASS CAP IN MONUMENT BOX
01-09-1992
(CS07195) FERGUSON COURT BY GARY W. HICKMAN, PLS 1678, SHOWS TIE TO CORNER, FOUND 31 Z' ALUMINUM CAP.
� 08-20-1992
(CS11198) PONDEROSA ESTATES SECOND ADDITION BY MICHAEL W. TYE, PLS 1046, SHOWS TIE TO CORNER, FD. 2112 BRASS CAP IN
cc
MONUMENT BOX
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CENTRAL OREGON COORDINATE SYSTEM COMPILATION, DESCHUTES GEODETIC MAPPING CONTROL (DGMC) LOCATED AT THE DESCHUTES
COUNTY SURVEYOR'S OFFICE_ DATA SHEET FOR MARK 18121140 (COGRID 354), SHOWS 2' BRASS CAP IN MON. BOX, DOWN 0.4'.
C�
j 05-19-1994
(CS11844) FERGUSON COURT, PHASE II BY PHILIP R_ BALDNER, PLS 2489, SHOWS TIE TO CORNER, FOUND 31/Z ALUMINUM CAP_
a 0430-2007
(CS17308) SURVEY BY DAVID R_ WILLIAMS, PLS 2586, SHOWS TIE TO CORNER, FOUND 2" BRASS CAP IN MONUMENT BOX
� 12 11 2019
(CS20076) PROPERTY LINE ADJUSTMENT BY ERIK J. HUFFMAN, PLS 70814, SHOWS TIE TO CORNER, FOUND 2' BRASS CAP.
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10-30-2020
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(CS20346) SURVEY BY ERIK J. HUFFMAN, PLS 70814, SHOWS TIE TO CORNER, FOUND 2' BRASS CAP IN MONUMENT BOX
11404-2020
(CS20349) SURVEY BY DIRK P_ DURYEE, PLS 65694, SHOWS TIE TO CORNER, FOUND 2' BRASS CAP.
08-20-2022
(OCRR 2053) OREGON CORNER RESTORATION RECORD BY KEVIN R. SAMUEL, PLS 77040, FOUND 2' DIAMETER BRASS CAP, FROM WHICH:
- A SET 1/Z SQUARE BAR WITH 1 1/2" DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MON ", FLUSH, 2 NORTH OF PEDESTAL,
BEARS S56"E 46.49.
- A SET PK NAIL WITH 1 1I2" DIAMETER STAINLESS STEEL WASHER MARKED "DCSO", IN EXPANSION JOINT OF CURB BEARS N11'W 43.85'.
124Q5-2022
(CS20988) SURVEY BY DANIEL T. BURTON, PLS 2248, DATED AUGUST 25, 2003, SHOWS TIE TO
CORNER, 2' BRASS CAP.
05-01 2024
(GS21304) PARTITION PLAT 2024-9 BY BRIAN C. COURSEN, PLS 86998, SHOWS TIE TO CORNER,
FOUND Z BRASS CAP IN MONUMENT WELL, ILLEGIBLE MARKINGS, AS FOUND IN OCRR 2053. REGISTERED
PROFESSIONAL
06-18-2024
(CS21332) STEVENS RANCH, PHASE RS-1, BY BRIAN C. COURSEN, PLS 86998, SHOWS TIE TO
LAND SURVEYOR
CORNER, FOUND 2' BRASS CAP IN MONUMENT WELL, ILLEGIBLE MARKINGS.
0 R E G 0 N
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
RENEWS: 6/30/2026
DESCHUTES COUNTY SURVEYOR'S OFFICE OREGON CORNER RESTORATION RECORD SHEET
CORNER SECTION 11 �
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 388-6581 WEST 1/4 OF
PROJECT : CT91 ---- DT18S, R12E, W.M. ATE:4-17-2025 DRAWN BY: JKD CHECKED BY: JDP, KRS CITY OF BEND, DESCHUTES COUNTYOREGON �
FlLE NAME: J: CAD Pro' is Sure in OCRR-CORNER CARDS 18121140 CT91 27th St DWG CT91 18121140.dw ,