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Home My WebLink AboutOCRR 2072CORNER DESIGNATION T18S R12E W MONUMENT DETAIL FOUND O T18S R12E y 1/4 5 4 2001 �G PLS 2282 �y0 R S pF SEE D.C.S.O. FIELD BOOK 2021, PAGES 70-72 MAGNETIC DECLINATION: 140E PERSONNEL PRESENT- KEVIN SAMUEL, PLS JACOB POWELL, PLS JERROD DAMS MATHEW MCCONNELL lklwr!lhr!bwrllksl� 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. COCS POINT* 1007 COCS MARK NAME: 18120440 1Q NORTHING: 380,733.05 ift t0.02 EASTING: 3,294,650.33 ift t0.02 ORTHO HT: 3,696.32 ift t0.03 TYPE OF REPORT CONDITION ONLY: RENEWED: X SURVEYED IN: REFERENCED OUT: X INDEX FILE NO: ALPHANUMERIC CORNER NUMBER: ZO 7 2.-... 18120440 32 33 FOUND 1-1/4- T17S R12E DIAMETER STEEL AXLE HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS T18S R12E 5 4 IN CENTER OF RAILWAY LINE, AS HELD PER CONTROL 06-08-1869 ORIGINAL (GLO) SUBDIVISION OF TOWNSHIP NO. 18 SOUTH, RANGE NO,12 EAST, WILLAMETTE MERIDIAN, DAVID MARK DATA 17123300 P. THOMPSON, DEPUTY SURVEYOR, UNDER CONTRACT NOA31, SET 16" X 8" X 8" STONE, FOR THE 1/4 CORNER. p (NO BEARING TREES OR OTHER ACCESSORIES FOR THIS CORNER WERE NOTED IN GLO NOTES). Q Z v NO DATE SUBDIVISION OF SECTIONS FOR CENTRAL OREGON IRRIGATION DISTRICT, SHOWS TIE TO 1/4 CORNER, STONE. SET v _ 03-03-1911 R_B_ GOULD'S PRIVATE FIELD BOOK #4, PAGE 8, SUBDIVISION OF SEC_ 04 FOR BEND PARK, SHOWS AN X IN ROCK Cp u m in (GOULD) INFORMATION FROM GOULD JULY 1911 AND I.P. FOR SO BEND 0.35 FT EAST OF X. CS05388 PLAT OF BEND PARK BY ROBERT B. GOULD, PE 632, SHOWS TIE TO TO 114 CORNER, NO MONUMENT 0 ao ao CALCULATION BOOK 4, PAGE 15()G 2Eco r f AND BOOK 5, PAGE 47 {DESCHUTES DESCRIPPON. � N3NCOUNTY SURVEYOR'S OFFICE APRIL 1912 (CS05642) PLAT OF BEND PARK SECOND ADDITION BY ROBERT B. GOULD, PE 632, SHOWS TIE TO 1/4 CORNER, "�MISCELLANEOUS RECORDS)NO MONUMENT DESCRIPTION. C��Tl o CO4 M,07-17-1925 (CS09923) PLAT OF STATE HIGHWAY ADDITION BY ROBERT B. GOULD, PE 632, FOUND WELL DEFINED CROSS IN BEDROCK 6" BELOW GROUND FOR INITIAL POINT_LS �, o z 001940 z z MAP OF BROOKS-SCANLON SUBDMSION, GOULD ENGINEERING CO., SHOWS E.1/4 COR. SEC. 5, NO MONUMENT DESCRIPTION (DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS). OF FEB. 1940 (CS03687) MAP OF BROOKS SCANLON COUNTY ROAD BY ROBERT B. GOULD, PE 632, SHOWS TIE TO 1/4 CORNER, NO MONUMENT DESCRIPTION. SET 3-1/4* NO DATE (CS03707) SURVEY FOR BROOKS SCANLON LUMBER COMPANY, SHOWS TIE TO 1/4 CORNER, X ON ROCK 4" 1/4 COR. 5 4 DIAMETER ALUMINUM UNDERGROUND_ CAP IN CONCRETE SIDEWALK 08-20-1960 (CS05431) SURVEY BY JOHN H. EATON, PLS 252, SHOWS TIE TO E_ 1/4 CORNER SECTION 5, MONT. # 10. 03-16-1973 (CS05449) SURVEY BY EDGAR GRAVES, PLS 980, SHOWS TIE TO 1/4 CORNER, FOUND 114 COR_ STONE BURIED IN GROUND. 02 20-1975 (CS03729) SURVEY BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO E. 1/4 COR., FOUND W CHISELED IN STONE. 04-25-1975 (CS03702) SURVEY BY JAMES E. BUSSARD, PLS 599, SHOWS TIE TO E. 1/4 COR, FD CHISEL- W IN STONE. 09-14-1977 (CS05643) SURVEY BY EDGAR W. GRAVES, PLS 980, FILED 04-01-1986, SHOWS TIE TO 1/4 COR., FND. STONE. 06-04-1979 (CS03730) SURVEY BY GARY W. HICKMAN, PLS 1678, SHOWS TIE TO 1/4 CORNER, FND_ CHISELED W ON ROCK AND TWO R-PIS: - N130W 20.23' 8" ELM - S230W 56.69' POWER POLE THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT THE WEST 1/4 CORNER OF SECTION 4, T18S, R12E, W.M. THE MONUMENT PREVIOUSLY SET IN O.C.R.R. 1623 WAS DESTROYED DURING CONSTRUCTION FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 3-1/4" DIAMETER ALUMINUM CAP, DOWN 0.4' BELOW SURFACE, MARKED AS SHOWN IN FOUND MONUMENT DETAIL ABOVE, FROM WHICH: 100) FOUND SOUTHEAST CORNER OF HOUSE FOUNDATION, BEARS N44013'30"E 35.36' (RECORD N500E, 35.40' OCRR 1623). 101) FOUND SOUTHEAST CORNER OF SECOND STEP OF EXISTING HOUSE, BEARS N42-53'30-E 25.41' (RECORD N430E, 25.41' OCRR 1623). 102) FOUND SOUTHWEST CORNER OF HOUSE FOUNDATION, BEARS N05-16'30-E 26AV (RECORD N80E, 26.20' OCRR 1623). 103) FOUND 18" DIAMETER ELM TREE (NAIL NOT FOUND), BEARS N13008'00"V1120.15' TO NORTHEAST FACE SIDE CENTER, N15043'00"W TO CENTER OF TREE (RECORD N150W, 20.14' OCRR 1623). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE POSITION OF THE FOUND 3-1/4" DIAMETER ALUMINUM CAP AGREED WITH THE FOUND REFERENCES. AT THE POSITION OF THE FOUND 3-1140 DIAMETER ALUMINUM CAP, SET A 3-1/4" DIAMETER ALUMINUM CAP WITH A 5/8" DIAMETER X 2" ANCHORING PLUG MARKED AS SHOWN IN SET MONUMENT DETAIL ABOVE, GROUTED IN FLUSH WITH CONCRETE SIDEWALK, FROM WHICH: A) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO A" FLUSH IN TOP OF CONCRETE CURB, BEARS N71033'30"W 66.91'. B) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO B" FLUSH IN TOP OF CONCRETE CURB, BEARS N84000'00"E 31.62'. C) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO C" FLUSH IN TOP OF CONCRETE CURB, BEARS S12008'00"E 61.45'. D) SET A 1-1/8" DIAMETER BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO D" FLUSH IN TOP OF CONCRETE TRAFFIC ISLAND, BEARS S50058'00"W 49.66'. 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 (COGS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT- INTERNATIONAL FOOT (d) 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 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. SKETCH SE WILSON AVENUE (ASPHALT SURFACE) YELLOW STRIPING (TYP) SCALE: 1 "= 20 FEET 20 0 4 10 20 1979 CITY OF BEND MONUMENT CARD MONT # 10, SHOWS CORNER AND THREE REFERENCES, NO MONUMENT DESCRIPTION (STATES IN RED - SEE MON CARD): - SW CORNER OF HOUSE #210, NE'LY 26.2' - SE CORNER OF HOUSE #210, NE'LY 35.4' - 20" DIAMETER JUNIPER, SWLY 69.W E-" d- _ L j WU. 1979 CITY OF BEND MONUMENT CARD CORNER NO. 10, J.C. BLUNT, LS 681, 1/4 CORNER IS A CHISELED W IN FLAT :1 STONE 4" BELOW SURFACE, AND FIVE REFERENCES ON THE BACK OF THE CARD: ° V% v�i 102 HOUSE - NE'LY 25.41' TO SE CORNER OF SECOND STEP OF HOUSE 0 _ 100 - NWLY 20.14' TO NAIL ON NE SIDE OF 14" C. ELM 103 - WLY 61.07' TO PUNCH MARK UP 1.6 ON STEEL FENCE POST N a 101 - WLY 60.04' TO FD PROP. COR., CAPPED IR �Q I - SET L&T IN CURB RET., 16.00' FROM 1/4 COR. ON 40 LINE 12-14-1983 (CS05435) SURVEY BY MICHAEL TYE, PLS 1046, SHOWS TIE TO W. 1/4 COR_, SEC- 4, T18S., R12E_, FD. X ON STONE. B 02-09-1984 (CS03701) SURVEY BY JOHN C. BLUNT, PLS 681, SHOWS TIE TO 1/4 COR. BTN SECS 415, FD. CH W ON ROCK. STATES "SEE CITY SURVEYORS MON. CARD # 10". = a 02-04-1991 (CS09924) SURVEY BY SCOTT- C. FRESHWATERS, PLS 2253, SHOW TIE TO WEST 114 CORNER SECTION 4, FOUND A "+" CHISELED ON A ROCK 0.5' BELOW SURFACE - FITS CITY OF BEND R.P.S. D I 90 V Z�Z n n 02-16-1999 08-13-1999 07-17-2001 (CS13538) SURVEY BY DAVID R. WILLIAMS, PLS 2686, SHOWS TIE TO E 1/4 CORNER OF SECT. 5, FND. W CHISELED IN STONE. (CS13731) SURVEY BY ROBERT M_ KARL, PLS 1642, SHOWS TIE TO WEST 1/4 COR_ SEC_ 4, FOUND CROSS ON STONE PAINTED RED AND BURIED 6". (O.C.R.R.. 1623) OREGON CORNER RESTORATION RECORD BY KENNETH L . GRANTHAM, PLS 2282, FOUND CHISELED "+" IN BEDROCK 8" BELOW THE SURFACE FROM WHICH: - SET 3-1/4" DIAMETER ALUM. CAP ON 5/8" IRON ROD IN ROCK, AND ESTABLISHED TWO RP'S: - SET PK NAIL FLUSH IN SIDEWALK, BEARS S420E, 14.71' - SET PK NAIL FLUSH IN SIDEWALK, BEARS S400W, 6.05' - FOUND SW CORNER OF EXISTING HOUSE, BEARS N80E, 26.20' - FOUND SE CORNER OF EXISTING HOUSE, BEARS N500E, 35.40' - FOUND CORNER OF STEP, BEARS N430E, 25.41' - FD. 15" DIA. ELM TREE, BEARS N150W, 20.14' SIDE CENTER (NAIL OVERGROWN) 06-04-2013 (CS18530) SURVEY BY DIRK P. DURYEE, PLS 65694, SHOWS TIE TO W 1/4 CORNER SECTION 4, FD. 3-1/4- ALUM_ CAP_ 09-23-2022 (CS20925) SURVEY BY CHRIS ROBINSON, PLS 96451, SHOWS TIE TO CORNER, FOUND SURFACE MON. 3-1/4- BRASS DISK DOWN 0.45'. o7/3r Qo REGISTERED PROFESSIONAL LAND SURVEYOR 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2024 OREGON CORNER RESTORATION RECORD SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE 1 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388�581 WEST 1 /4 CORNER OF SECTION 4 T18S, R12E, W.M. of EFILENAME: CT :CT79 DATE:06 26 2024 DRAWN BY: MTM,JKD CHECKED BY: JDP,KRS CITY OF BEND, DESCHUTES COUNTY, OREGON J:\CAD\Projects\Surveying\OCRR-CORNER CARDS 18120440 CT79 Wilson & 2nd DWG 18120440 CT79.dw