HomeMy WebLinkAboutOCRR 20590 20 40
SCALE 1" = 20'
SEE D.C.S.O. FIELD BOOK2021, PAGES 33-35
MAGNETIC DECLINATION: 140E
PERSONNEL PRESENT:
NARRATIVE
JACOB POWELL, PLS
JERROD DAVIS
COCS POINT #: 993 TYPE OF REPORT INDEX FILE NO: 2.0S
COCS MARK NAME: 18120340
CONDITION ONLY. ALPHANUMERIC
1 Q RENEWED: X CORNER NUMBER: 18120340
NORTHING: 380673.96 ift t0.03 SURVEYED IN:
EASTING: 3299883.23 ift #0.03 REFERENCED OUT: X
CORNER DESIGNATION ORTHO HT: 3702.76 ift f0.05
NOT TO SCALE THE COORDINATES SHOWN ABOVE ARE PER
T18S R12E TIES FROM A LEAST SQUARES ADJUSTED
_F PROJECT CONTROL NETWORK DERIVED FROM
INTEGRATED REAL TIME KINEMATICS (RTK) AND
TOTAL STATION TIES.
W 1/4 3
1/4 CO&
MONUMENT DETAIL 4
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THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO REMONUMENT AND
REFERENCE OUT THE WEST ONE -QUARTER OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WM, DUE TO ROAD IMPROVEMENTS.
DESCRIPTION OF CORNER EVIDENCE FOUND:
AT RECORD POSITION PER PUBLISHED COORDINATES PER THE 1993 DESCHUTES COUNTY CONTROL
MARK DATA SHEET, FOUND A 5/8" IRON ROD, 0.1' UNDER ASPHALT SURFACE AT
CENTERLINE -CENTERLINE OF 15TH STREET AND WILSON AVENUE, BENT SOUTH -SOUTHEASTERLY,
LATER REMOVED BY CONSTRUCTION, FROM WHICH:
FOUND 36" DIAMETER PONDEROSA PINE STUMP BEARS S55007W 81.2' TO TOP CENTER OF 3' HIGH
STUMP (RECORD 18" SW 80.15' CS03581), REMOVED BY CONSTRUCTION.
FOUND POWER POLE BEARS S44007'E 41.6' TO CENTER OF POLE (RECORD SE 41.6' CITY OF BEND
MONUMENT CARD 123), REMOVED BY CONSTRUCTION.
FOUND GUARD RAIL POST BEARS N44058'E 37.6' TO TOP CENTER OF MOST NORTHERLY GUARD RAIL
POST (RECORD NE 37.6' CITY OF BEND MONUMENT CARD 123), REMOVED BY CONSTRUCTION.
DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED:
THE FOUND DISTURBED 5/8" IRON ROD AND THE FOUND CORNER ACCESSORIES AGREED WITH THE
RECORD 1993 PUBLISHED COCS COORDINATES. ACCEPTED SAID COORDINATES AND SET A 3-1/4"
ALUMINUM CAP MARKED AS SHOWN, ON A 5/8" DIAMETER X 24" LONG IRON ROD IN STANDARD CAST
IRON MONUMENT WELL, LOCATED IN THE CENTER OF THE TRAVEL LANE OF THE NORTH SIDE OF THE
NEW ROUNDABOUT, FROM WHICH:
1) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO 1", FLUSH ON
TOP OF CONCRETE CURB NW QUADRANT OF ROUNDABOUT, BEARS N63.52'W 43.92'.
2) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO 2", FLUSH ON
TOP OF CONCRETE CURB NE QUADRANT OF ROUNDABOUT, BEARS N39`18-E 36.85'.
3) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO 3", FLUSH ON
TOP OF CONCRETE CURB SE QUADRANT OF ROUNDABOUT, BEARS S20038'E 89.56'.
4) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO 4", FLUSH ON
TOP OF CONCRETE CURB, NORTH PORTION OF INTERIOR ROUNDABOUT CURBLINE, BEARS
S39018'W 24.75'.
NOTE: BEARINGS MEASURED TO THE NEAREST MINUTE BY TOTAL STATION. REFERENCES 2 AND 4
WERE SET ON LINE WITH WITH THE CORNER USING A 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:
43000'00" N
LONGITUDE OF CENTRAL MERIDIAN:
121 `17'00" 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 GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS
USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS 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.
SKETCH
04103 3" BRASS CAP
ON 2-1/2"
09 10 STAINLESS STEEL
PIPE AS MARKED
PER OCRR 1958
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HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS
0648-1869 GLO SUBDIVISION OF T18S, R12E, WILLAMETTE MERIDIAN, BY DAVID P. THOMPSON, DEPUTY SURVEYOR, UNDER CONTRACT NO. 131, SET STONE 14"Al715"
FOR 1/4 SECTION CORNER. (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER ARE NOTED)
03-1911 R.B. GOULD'S PRIVATE FIELD BOOK #04, PAGE 5, SUBDIVISION OF SECTION 04 FOR BEND PARK, SHOWS ORIGINAL STONE MARKED 1/4S. AT CORNER OF
FENCE.
10-1961 (CS03581) SURVEY BY W.W. HUDSON, P.E. 2747, SHOWS A 8" JUNIPER NORTHWEST 58.40' AND A 18" PINE SOUTHWEST 80.15' FROM THE CORNER. DID NOT
NOTE CORNER MONUMENT TYPE.
12-06-1972 (CS06151) PLAT OF "CARRIAGE ADDITION NO.II", BY GEORGE J. COOK, P.L.S. 540, PLAT SHOWS CORNER MARKING THE POINT OF BEGINNING/INITIAL POINT OF
SAID PLAT, NO SPECIFIC MONUMENT DESCRIPTION, HOWEVER PLAT CERTIFICATE NOTES THAT ALL BLOCK CORNERS ARE MARKED WITH 5/8" X 24" IRON
PINS.
12-02-1975 (CS03649) SURVEY BY DAVID B. ARMSTRONG, P.L.S. 1026, FOUND 5/8" I.R. IN PAVEMENT OF FERGUSON COUNTY ROAD, ACCEPTED AS 1/4 CORNER.
06-10-1976 (CS03663) SURVEY BY MICHAEL W. TYE, P.L.S. 1046, FOUND 20D SPIKE FOR EAST 1/4 CORNER.
03-20-1978 (CS07873) PLAT OF "KIWA MEADOWS", BY RICHARD H. GRAUE, P.L.S. 930, FOUND 20D SPIKE, SET 2" BRASS CAP IN MONUMENT BOX.
07-27-1978 (CS03644) SURVEY BY JAMES E. BUSSARD, P.L.S. 599, FOUND 20D SPIKE IN PAVEMENT.
09-25-1978 (CS03590) SURVEY BY E. GRAVES, P.L.S. 980, FOUND SPIKE IN HUB UNDER ASPHALT CONCRETE.
06-07-1979 (CS03609) SURVEY BY GARY HICKMAN, P.L.S. 1678, SET 5/8" IRON ROD WITH PLASTIC CAP, MARKED "C.W.E.C." AT 1/4 CORNER POSITION (SPIKE NOT FOUND)
POSITION ESTABLISHED FROM CONTROL FROM BOUNDARY SURVEY AT EASTSIDE BUSINESS AND INDUSTRIAL PARK BY C.W.E.C.
08-23-1979 (CS07691) PLAT OF "JUNIPER CREEK" BY GEORGE W. COLVIN JR., P.L.S. 1020, PLAT GIVES TIE TO CORNER BUT NO DESCRIPTION OF MONUMENT.
1980 CITY OF BEND MONUMENT CARDS CIRCA 1970'S, CORNER MONUMENT 123, J.C. BLUNT LS 681, CAPPED PIN ON THE CENTERLINE CENTERLINE 15TH STREET
AND WILSON AVENUE SET FLUSH WITH PAVEMENT, WITH REFERENCES SKETCHED AS FOLLOWS:
-LAST 8X8 POST OF BARRICADE FENCE NORTHEAST 37.52'.
-LARGE POWER POLE SOUTHEAST 41.36'.
-PK NAILS SOUTHWEST IN LINE WITH ROOF PEAK AT 49.99' AND AT 99.99'.
01-07-1980 (CS03632) SURVEY BY GEORGE J. COOK, P.L.S. 540, FOUND 5/8" IRON ROD.
06-02-1980 (CS07692) PLAT OF "JUNIPER CREEK 1 ST ADDITION" BY GEORGE W. COLVIN JR., P.L.S. 1020, PLAT GIVES TIE TO CORNER BUT NO DESCRIPTION OF
MONUMENT.
07-31-1980 (CS07874) REPLAT OF A PORTION OF "KIWA MEADOWS" BY MICHAEL W. TYE, P.L.S. 1046, THE SURVEYOR'S CERTIFICATE DESCRIBES THE CORNER AS BEING A
BRASS CAP IN A MONUMENT BOX.
094W1987 (CS03600) SURVEY BY DAVID BATEMAN, P.L.S. 1068, SET PK NAIL IN PAVEMENT FROM CITY OF BEND R.P. NOTES.
12-21-1990 (CS03657) PARTITION PLAT NO. 1990-69 BY GEORGE G. HARTMAN, FOUND PK NAIL (SEE CITY OF BEND R.P'S) REPLACED PK WITH 3" DESCHUTES COUNTY
ALUMINUM CAP.
07-19-1991 (CSO4241) PARTITION PLAT NO. 1991-44 BY MICHAEL W. TYE, P.L.S. 1046, PLAT SHOWS TIES TO THE CORNER BUT DOES NOT PROVIDE MONUMENT
INFORMATION.
11-11-1991 (CS05229) PARTITION PLAT NO. 1991-75 BY MICHAEL W. TYE, P.L.S. 1046, FOUND 2-1/2" ALUMINUM CAP IN CENTERLINE OF WILSON AVENUE.
06-29-1992 (CS11117) PLAT OF 'WILSON AVENUE BUSINESS & INDUSTRIAL PARK" BY MICHAEL W. TYE, P.L.S. 1046, FOUND 2-1/2" ALUMINUM CAP IN CENTERLINE OF
WILSON AVENUE.
1993 CONTROL MARK DATA 18120340, COGRID #348, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS A 3-1/4" ALUMINUM CAP AT ROAD LEVEL, SET BY GEORGE
HARTMAN, P.L.S. 2070, AT THE CENTERLINE INTERSECTION OF WILSON AVENUE AND 15TH STREET.
02-14-1994 (CS11761) PLAT OF "TANGLEWOOD PHASE IV", BY PHILIP R. BALDNER, P.L.S. 2489, FOUND 3" ALUMINUM CAP (DESCHUTES COUNTY).
03-21-1996 (CS12536) PARTITION PLAT NO. 1996-12 BY MICHAEL W. TYE, P.L.S. 1046, PLAT SHOWS D.G.M.C. 18120340 3-1/4" ALUMINUM CAP.
10-21-1997 (CSi 3088) PLAT OF "BRIDGEFORD COMPLEX" BY MICHAEL W. TYE, P.L.S. 1046, PLAT SHOWS D.G.M.C. 18120340 3-1/4" ALUMINUM CAP.
05/13/1998 (CS13274) SURVEY BY ROBERT E. BAXTER, P.L.S. 2041, FOUND 3-1/2" ALUMINUM CAP BY DESCHUTES COUNTY SURVEYOR'S OFFICE.
04-06-1999 (CS13592) SURVEY BY WILLIAM R. TYE, P.L.S. 1789, FOUND 3" ALUMINUM CAP.
04-06-2001 (CS14438) PARTITION PLAT NO.2001-13 BY JAMES R. TYE, P.L.S. 1104, FOUND 3-1/2" ALUMINUM CAP D.G.M.C. #18120340
12-11-2007 (CS17588) SURVEY BY LINDA LEE MILLER, P.L.S. 2513, FOUND 1" DIAMETER IRON ROD, SLIGHTLY BEND TOP, (SHOT AT CENTER OF TOP ROD).
05-09-2008 (CS17717) PARTITION PLAT NO.2008-20 BY DANIEL E. WOBBE, P.L.S. 2825, FOUND BENT 5/8" IRON ROD WITH NO CAP IN ASPHALT CONCRETE AT
INTERSECTION OF SE 15TH STREET AND WILSON AVENUE (HELD).
2-12-2019 (O.C.R.R. 1958) CERTIFIED RECORD OF LAND CORNER MONUMENTATION BY KEVIN R. SAMUEL, P.L.S. 77040, SHOWS TIE TO FOUND REBAR IN ASPHALT, TOP
BENT SOUTHERLY, NO ALUMINUM CAP.
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
O R E G O N
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS: 12/31/2024
OREGON CORNER RESTORATION RECORD SHEET
DESCHUTES COUNTY SURVEYOR'S OFFICE 1
WEST 1/4 CORNER SECTION 03
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T18S, R12E, W.M. OF
PROJECT : CT73 DATE: 05-30-2023 1DRAWN BY: JDP ICHECKED BY: KRS DESCHUTES COUNTY, OREGON
FILE NAME: J:\0CRR-00RNER_CARDS\18120340 CT73 Wilson & 15th RAB DWG 18120340 CT73 OCRR.dwg --d