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Home My WebLink AboutOCRR 2062CORNER DESIGNATION T17S R12E 8 S t/4 MONUMENT DETAIL S R� S8 1 SEE D.C.S.O. FIELD BOOK 2021, PAGES 44-45 MAGNETIC DECLINATION: 140E S17 �b PERSONNEL PRESENT: JACOB POWELL, PLS S 2019$6�cb JERROD DAVIS MATHEW MCCONNELL NARRATIVE THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO TIE THE EXISTING CORNER MONUMENT AND REFERENCES AND TO REPLACE REFERENCES DESTROYED BY RECENT ROAD CONSTRUCTION ALONG COOLEY ROAD. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 3-1/4" ALUMINUM CAP ON 5/8" IRON ROD PER OCRR. 2007, AS SHOWN IN DETAIL ABOVE, IN STANDARD MONUMENT WELL, FROM WHICH: 1. FOUND MAG NAIL WITH A 1-1/2" ALUMINUM WASHER MARKED "DOWL RP", UP 2.0 FEET IN THE WEST FACE OF A 24" DIAMETER JUNIPER TREE, BEARS N03041'30"E 35.64' (RECORD N03040'35"E, 35.64' PER OCRR 2007). 2. FOUND 30 MM COPPER DISC IN CONCRETE SIDEWALK, STAMPED "DOWL RP", BEARS S45025'30"W, 66.00' (RECORD S45025'36'W, 66.00' PER OCRR 2007). 3. FOUND 30 MM COPPER DISC IN TOP OF CONCRETE HEADWALL OF IRRIGATION CANAL OUTLET, STAMPED "DOWL RP", BEARS N40004'00'W, 38.93' (RECORD N40004'40'W, 38.93' PER OCRR 2007). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE FOUND 3-1/4" ALUMINUM CAP MONUMENT WAS IN GOOD CONDITION AND AGREED WITH EXISTING REFERENCES AND THE POSITION AGREED WITH THE PUBLISHED HORIZONTAL COCS COORDINATES. LEFT CORNER MONUMENT AS IS, FROM WHICH: 4. SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG, MARKED "DCSO RP", IN SOUTHWEST CORNER OF FIRE HYDRANT CONCRETE PAD, BEARS S34045'30"E, 37.70', FLUSH. NOTE: BEARINGS 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: 43000'00" N LONGITUDE OF CENTRAL MERIDIAN: 121017'00" 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. SEC. COR. N89'5623"W 2649.43' (CS19916) p _1p_ N89-56.13-W 2649.54' (COCS) OS ow- 18 17 N89'56'13"W 2649.47' (MEAS.) 17 FOUND 1-1/4" BRASS CAP ON 1 " IRON PIPE, MARKED AS FOUND PER OCRR 139 DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 PROJECT : CT94 DATE: 08-28-2023 IDRAWN BY: JKD CHECKED BY: JDP,KRS FILE NAME: J:\CAD Projects Surve in OCRR-CORNER CARDS\17120804 CT94 Cooley & Brownrigq\DWG\CT94 17120804.dwa /Z J SKETCH N89'59'18"W 2641.25' (CS19916) SEC. COR.pg N89'59'16"E 2641.25' (COCS) PTO09 N89'59'16"E 2641.31' (MEAS.) YELLOW STRIPING (TYP) (ASPHALT SURFACE) COOLEY ROAD 17Y16 FOUND 3" DESCHUTES COUNTY SURVEYOR'S OFFICE BRASS CAP "LS 1081 1991" PER OCRR 1112 COCS POINT #: 997 TYPE OF REPORT INDEX FILE NO: L D tf COCS MARK NAME: 17120804 CONDITION ONLY: ALPHANUMERIC 16 RENEWED: X CORNER NUMBER: 17120804 NORTHING: 404,380.57 ift ±0.01 SURVEYED IN: EASTING: 3,292,000.46 ift ±0.01 REFERENCED OUT: X ORTHO HT: 3,483.79 ift ±0.01 TRANSFORMATION: DESCHUTES 13 THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ABOVE ARE THE RESULTING VALUES FOR THE POINT PER 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 08-31-1870 G.L.O. CORNER ESTABLISHED BY G. NEWMAN UNDER CONTRACT NO. 141. SET A STONE 15" X 7" X 7". (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE NOTED ON G.L.O. NOTES). 1921 (RD02020) THE COOLEY ROAD, DESCHUTES COUNTY, OREG., BY ROBERT B. GOULD, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 07-05-1930 R.B. GOULD'S PRIVATE FIELD BOOK NO. 80, PAGE 39 SHOWS A STEEL AXLE AT CORNER, FROM WHICH: - 11" JUNIPER BEARS NORTHWESTERLY 13.25' - 6" JUNIPER BEARS EASTERLY 31.90'. NO DATE GOULD CALC BOOK 12 PAGE 111 SHOWS SAME COORDINATES AS (CS02552 - SURVEYOR UNKNOWN). 02-26-1966 (CS02269) REVISED 04-14-1966 SURVEY BY THOMAS H. BURTON, P.E. 5373, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 09-30-1966 (CS09686) PLAT OF SCENIC COUNTRY ESTATES BY THOMAS H. BURTON, P.E. 5373, TIE TO CORNER, NO MONUMENT DESCRIPTION. 08-01-1966 (CS02283) SURVEY BY THOMAS H. BURTON, LS 590, FOUND NAIL. 04-27-1967 (CS02286) SURVEY BY THOMAS H. BURTON, PE 5373, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. NO DATE (CS02503) SURVEY BY R.S. ALLMON , PE 4840, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 04-10-1968 (CS02294) SURVEY BY THOMAS H. BURTON, PLS 590, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. APR. 1968 (CS02547) REVISED 01-09-1970, SURVEY BY THOMAS H. BURTON, PLS 590, FOUND 1/2" IRON ROD, FROM WHICH: - 24" JUNIPER BEARS NORTHERLY 35.58'. - 14" JUNIPER BEARS SOUTH SOUTHEASTERLY 27.95' 04-01-1969 (CS08305) CORRECTION MAP (SOUTH UNIT) MOUNTAIN MEADOWS BY RICHARD W. BURTON, PLS 842, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 01-01-1970 (CS02306) SURVEY BY RICHARD W. BURTON, PLS 842, FOUND NAIL, FROM WHICH: - 14" JUNIPER NORTHEASTERLY 35.58'. - STUMP NORTHWESTERLY 28.48'. - 12" JUNIPER SOUTHWESTERLY 27.95'. 10-03-1975 (CS02546) SURVEY BY EDGAR W. GRAVES, PLS 980, FOUND 1/2" IRON ROD. 02-28-1976 (CS02514) SURVEY BY JOHN H. EATON PLS 252, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 06-30-1976 (CS02486) PROPERTY LINE SURVEY BY W.C. KAUFFMAN, PLS 1031, FOUND 1/2" IRON ROD IN PAVEMENT. 11-08-1976 (CS02510) SURVEY BY EDGAR W. GRAVES, PLS 980, FOUND 1/2" IRON ROD. 04-23-1980 (CS02299) MINOR LAND PARTITION MP-80-13 BY B.A. SUTTON, PLS 1848, FOUND 1/2" IRON ROD. 05-12-1980 (CS02295) MINOR LAND PARTITION MP-80-28 BY GEORGE COLVIN, PLS 1020, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. NO DATE (CS02487) SURVEY BY RICHARD H. GRAUE, PLS 930, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 11-14-1984 (CS02545) SURVEY BY W.C. KAUFFMAN LS 1031, SHOWS COMPUTED LOCATION OF CORNER BY GRAVES, NO MONUMENT DESCRIPTION. 03-20-1987 (OCRR 0140) BY GEORGE W. COLVIN JR., PLS 1020, FOUND 112" IRON ROD 1" UNDER PAVEMENT. DROVE EXISTING ROD DOWN AND GROUTED DESCHUTES COUNTY SURVEYORS OFFICE 3-1/4" ALUMINUM CAP OVER TOP, FLUSH WITH ROAD, FROM WHICH: - SET 14" JUN S36"W 28.45' WITH NAIL AND DISC MARKED "LS 1020" AT SIDE CENTER. - SET UTILITY POLE N14"W 17.85' WITH NAIL AND DISC MARKED " LS 1020" AT SIDE CENTER. 1992-1993 CONTROL MARK DATA 17120804, COGRID #296, DESCHUTES COUNTY SURVEYOR'S OFFICE, SHOWS 3-1/4" ALUMINUM CAP IN CENTERLINE ROAD SURFACE (REFERENCE NUMBER OCRR 140). 09-26-1995 (CS12318) SURVEY BY R. BRYANT, PLS 920, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 03-02-1995 (CS12113) SURVEY BY JEFFERY A. KERN, PLS 1081, FOUND 3-1/4" ALUMINUM CAP. 03-30-1998 (CS13237) SURVEY BY PETER A. MANLEY, PLS 2214, FOUND 3" DESCHUTES COUNTY SURVEYORS OFFICE ALUMINUM CAP FLUSH WITH SURFACE OF PAVEMENT IN COOLEY ROAD. 12-15-1998 (CS13495) PARTITION PLAT 1998-67 BY PETER A. MANLEY, PLS 2214, FOUND 3" DESCHUTES COUNTY SURVEYORS OFFICE ALUMINUM CAP IN CONCRETE, FLUSH WITH PAVEMENT IN COOLEY ROAD. 05-19-2009 (CS17982) SURVEY BY JOHN. P. THOMPSON, PLS 49220, FOUND 3-1/4" ALUMINUM CAP, PER OCRR 140. 04-29-2019 (CS19916) SURVEY BY STEVEN R. HANNAS, PLS 47021, FOUND 3" BRASS CAP PER OCRR 140. 10-14-2019 (OCRR 2007) BY BRIAN COURSEN, PLS 86998, FOUND 3" ALUMINUM CAP IN CONCRETE PER OCRR 140 (LATER DESTROYED BY CONSTRUCTION) FROM WHICH: - FOUND 24" JUNIPER TREE, BEARS N40E 35.8' (24" JUNIPER 35.58-CS02547) POST CONSTRUCTION SET 3-1 /4" ALUMINUM CAP OVER 5/8" X 24" IRON ROD, IN STANDARD MONUMENT WELL AT TIED POSITION PER CS19916, FROM WHICH: - SET MAG NAIL WITH 1-1/2" ALUMINUM WASHER MARKED "DOWL RP", UP 2.0' FEET IN THE WEST FACE OF A 24" JUNIPER WHICH BEARS N03040'35"E, 35.64'. - SET 30 MM COPPER DISC IN CONCRETE PAD OF FIRE HYDRANT, STAMPED "DOWL RP", WHICH BEARS S40009'00"E, 33.20'. - SET 30 MM COPPER DISC IN CONCRETE SIDEWALK, STAMPED "DOWL RP", WHICH BEARS S45025'36'W, 66.00'. - SET 30 MM COPPER DISC IN TOP OF CONCRETE HEADWALL OF IRRIGATION CANAL OUTLET, STAMPED "DOWL RP", WHICH BEARS N40004'40'W, 38.93'. 06-24-2020 (CS20246) SURVEY BY BENJAMIN J. HRON, PLS 92723, SHOWS TIE TO CORNER, FOUND 5/8" IRON ROD WITH 3-1/4" ALUMINUM CAP PER OCRR 2007. 10-18-2021 (CS20637) SURVEY BY DIRK P. DURYEE, PLS 65694, FOUND 3-1/4" ALUMINUM CAP STAMPED 1/4 LS 86998, PER OCRR 2007, MARK 17120804. 11-04-2022 (CS20962) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM CAP PER OCRR 2007. 12-22-2022 (CS21000) SURVEY BY ROBERT A. CHURCHILL, PLS 77636, SHOWS TIE TO 1/4 CORNER, FOUND 3-1/4" ALUMINUM DISK PER OCRR 2007. /0 0 3 / Z o Z3 REGISTERED PROFESSIONAL LAND SURVEYOR ,09,�D. W. 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2024 OREGON CORNER RESTORATION RECORD SHEET SOUTH ONE -QUARTER CORNER SECTION 08 T17S, R12E, W.M. OF CITY OF BEND, DESCHUTES COUNTY, OREGON 1