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HomeMy WebLinkAboutOCRR 20630 20 40 SCALE 1" = 20' AI A R R A TI\/F xLd ' SKETCH j I IY IF -1 TELEPHONE ( Lv I 0 RISER G x ( d I \ x WOOD FENCE I � I E~x ! x x x x FERGUSON ROAD 'le \ vo 5' CONCRETE SIDEWALK Ic POWER POLE THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT THE SOUTH 1/4 SECTION CORNER OF SECTION 10, T18S, R12E, W.M. DUE TO CITY OF BEND ROAD AND SEWER IMPROVEMENTS. DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND 3-1/4" DIAMETER ALUMINUM CAP, DOWN 0.30' IN MONUMENT WELL IN FERGUSON ROAD PER O.C.R.R. 2047, FROM WHICH: A) FOUND 1-1/2" ALUMINUM CAP, MARKED "DESCHUTES CO. REF MON", BEARS N750433WE 79.18', (N760E 79.18' O.C.R.R. 2047) DOWN 0.29, 1.0' SOUTH OF 27 HIGH BOARD FENCE, WEST 3.9 FROM SE FENCE CORNER. B) FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 2, FLUSH IN TOP OF CURB, BEARS S520533(Y"E 30.77'. (S530E 30.7T O.C.R.R. 2047). C) FOUND NAIL AND WASHER, STAMPED LS 1081 1.00' UP ON EAST SIDE CEC POWER POLE 102929, BEARS S060W 24.5(Y AS PER 0. C. R. R. 2047. D) FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 3, FLUSH IN TOP OF CURB, BEARS S470293(YW 27.45. (S470W 24.45' O.C.R.R. 2047). E) FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 4, FLUSH, 9.30' WEST OF TELEPHONE RISER, 2.50' SOUTH OF 5.5(Y TALL BOARD FENCE, BEARS N57.58W W 48.44'. (N580W 48.44 O.C.R.R. 2047). F) FOUND 2W DIAMETER JUNIPER TREE, BEARS N560W 56' AS PER O.C.R.R. 2047, MAY BE SAME TREE AS REFERENCED IN CS03889 (N450W 55.9T CS03889). G) FOUND NAIL AND WASHER, STAMPED LS 5401.60' UP ON THE WEST SIDE AN 18" DIAMETER ELM TREE BEARS N120E 30.88' AS PER O.C.R.R. 2047. DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: AT THE POSITION OF THE FOUND 3-1/4" ALUMINUM CAP PER O.C.R.R. 2047, SET 5/8" X 30" IRON ROD WITH 3-1/4' DIAMETER ALUMINUM CAP 0.5' DOWN IN MONUMENT WELL IN FERGUSON ROAD (SEE SET MONUMENT DETAIL FOR MARKINGS). NOTE: BEARINGS MEASURED TO THE NEAREST ONE-HALF MINUTE (30 SECONDS) BY GPS AND TOTAL STATION. EXISTING BEARING TREES AND POLES WERE NOT RE -MEASURED PER THIS O.C.R.R., BEARINGS AND DISTANCES SHOWN FOR THOSE REFERENCES ARE PER O.C.R.R. 2047 AS NOTED. 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) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43000'W' 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. (ASPHALT SURFACE) YELLOW ROAD STRIPING (TYP) CORNER DESIGNATION T18S R12E —1 1 0 FOUND MONUMENT DETAIL rTl EScO 18S R12E 45 �L 2006 FrORS of F SET MONUMENT DETAIL \E S X Co G 4 T18S R12E 1/4 15 41 C- PLS 77040 pG 2023 � FroRS OF F REGISTERED PROFESSIONAL LAND SURVEYOR 0 R E G 0 N DECEMBER 28, 2009 KEVIN R. SAMUEL 77040PLS RENEWS: 6/30/2024 DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 00 PROJECT : CT77 DATE: 11 16 2023 IDRAWN BY: KRS & MTM ICHECKED BY: KRS & JDP FILE NAME: J: CAD Pro' cts Surve in OCRR—CORNER CARDS 18121004 CT77 Ferguson COB sewer DWG 18121004 CT77.dw SEE D.C.S.O. FIELD BOOK 2021, PAGES 46 - 48 COCS POINT M 998 TYPE OF REPORT COCS MARK NAME: 18121004 INDEX FILE NO: to 1 3 MAGNETIC DECLINATION: 140E CONDITION ONLY: ALPHAINUMERIC 1a RENEWED: X CORNER NUMBER: 18121004 PERSONNEL PRESENT: KEVIN SAMUEL, PLS NORTHING: 372,791.65 ift t0.05 SURVEYED IN: X JERROD DAVIS EASTING: 3,302,476.13 ift t0.04 REFERENCED OUT: MATHEW MCCONNELL ORTHO HT: 3,730.65 ift t0.09 TRANSFORMATION: DESCHUTES 13 THE COORDINATES AND STANDARD DEVIATION VALUES SHOWN ABOVE ARE THE FOUND 2" BRASS CAP 09 10 S89'15'45"E 2683.96' (MEAS) 10 1 /4 COR. SET 3-1 /4" ALUMINUM " RESULTING VALUES FOR THE POINT PER A LOCAL LEAST SQUARES ADJUSTED PROJECT DOWN 1.5 IN MONUMENT WELL PER 16 15 S89'15'34"W 2683.90' (COGS CALC.} CAP ON A 5/8 DIAMETER REBAR PER CONTROL NETWORK DERIVED FROM 15 INTEGRATED REAL TIME KINEMATICS (RTK) O.C.R.R. 0411. THIS O.C.R.R. AND TOTAL STATION TIES. HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 08-12-1869 ORIGINAL GLO SURVEY OF T18S R12E W.M. EXECUTED BY D. THOMPSON UNDER CONTRACT NO. 151, SET STONE 20 X 10 X 4 FOR 1/4 CORNER. NO ACCESSORIES NOTED. NO DATE (CS03895) SUBDIVISION SECTION 10 BY AUBREY PERRY, PE 142, CALLS FOR SPIKE IN PAVEMENT. NO DATE (CS03873) SURVEY BY AUBREY PERRY PE 142 CALLS FOR 1/4 CORNER, NO MONUMENT DESCRIPTION. 08-05-1963 (CS03891) SURVEY BY JEAN HAWTHORNE, PLS 454, FOUND SPIKE IN PAVEMENT. 04-29-1967 (CS03885) SURVEY BY JEAN HAWTHORNE, PLS 454, FOUND SPIKE IN ROAD. 10-08-1967 (CSO4892) RESURVEY BY JEAN HAWTHORNE, PLS 454, FOUND 1/2" REIN. BAR. 10-09-1967 (CS03959) RESURVEY BY JEAN HAWTHORNE, PLS 454, FOUND EXISTING IRON BAR. 04-26-1968 (CS03887) SURVEY BY JEAN HAWTHORNE, PLS 454, 1/2"X18" REIN BAR. 07-03-1968 (CS03900) SURVEY BY JEAN HAWTHORNE, PLS 454, SHOWS .114 CORNER, NO MONUMENT DESCRIPTION. 09-24-1968 (CS03957) SURVEY BY JEAN HAWTHORNE, PLS 454, SHOWS 1/4 CORNER, NO MONUMENT DESCRIPTION. 09-22-1970 (CS03880) PARCEL SURVEY BY GEORGE COOK, PLS 540, FOUND 1/2" IRON PIN. 09-27-1972 (CS03894) PARCEL SURVEY BY JEAN HAWTHORNE, PLS 540, FOUND 1/2" REIN. BAR. 06-30-1973 (CS03881) ALTA SURVEY BY JOHN BLUNT, LS 68,1 FOUND SPIKE IN ROAD. 04-28-1976 (CS03889) SECTIONAL SURVEY BY GEORGE COOK, LS 540. FOUND 1/2" IRON ROD, SET 2-1/2" BRASS CAP IN MONUMENT BOX DIRECTLY OVER 1/2" IRON ROD. REFERENCED BY NAIL IN Er'ELM N200E 31.11; NAIL IN 3" JUN. N45OW 55.97; NAIL IN 15' JUNIPER S60OW 31.06'. 09-01-1978 (CS03960) BOUNDARY SURVEY FOR PLAT OF LADERA & TERA VIEW ESTATES BY ROBERT KARL, PLS 1642, SHOWS BRASS CAP IN MONUMENT BOY, REFERENCED 16" JUNIPER S520W 31.06, &' ELM N200E 31.11'. 12-04-1978 (CS10085) TARA VIEW ESTATES BY ROBERT KARL, PLS 1642, FOUND BRASS CAP IN MONUMENT BOX. 12-07-1978 (CS03951) MINOR LAND PARTITION MP-79-50 BY ROBERT KARL, PLS 1642, 3" B.C. BY COOK. 01-22-1979 (CS07924) LADERA BY ROBERT KARL, PLS 1642, BRASS CAP IN MONUMENT BOX. 10-16-1979 (CS03879) MINOR LAND PARTITION MP-79-153 BY JOHN BLUNT, PLS 681, SHOWS 1/4 CORNER, NO MONUMENT DESCRIPTION. 11-01-1979 (CS03893) SURVEY BY MICHAEL TYE, PLS1046, FOUND BRASS CAP. 03-01-1980 (CS03882) CORRECTION SURVEY BY JOHN BLUNT, PLS 681, FOUND BRASS DISC IN MONUMENT BOX. 01-15-1981 (CS07925) PLAT OF LADERA-FIRST EDITION BY ROBERT M. KARL, PLS 1642, FOUND BRASS CAP IN MONUMENT BOX. 03-01-1990 (CS03897) PARTITION NO, 1990-12 (MJP-89-3) BY MICHAEL TYE, PLS 1046, FOUND 2' BRASS CAP IN MONUMENT CASE. 08-07-1990 (CS06905) DIAMOND "A" BY MICHAEL TYE, PLS 1046, FOUND BRASS CAP S 1/4 CORNER. 09-28-1990 (CS03870) BOUNDARY SURVEY BY RICHARD L. BRYANT, PLS 920, FOUND Z' BRASS CAP IN MONUMENT BOX. 1992-1993 CONTROL MARK DATA 18121004, COCS POINT #350, DESCHUTES COUNTY SURVEYOR'S OFFICE, FOUND 2-1/2' BRASS CAP IN MONUMENT BOX, 0.59 DOWN. 12-11-1992 (CS11325) PLAT OF SURVEY BY MICHAEL TYE, PLS 1046, FOUND 21/2" BRASS CAP. 01-12-1993 (CS11351) DIAMOND "A" FIRST ADDITION BY MICHAEL TYE, PLS 1046, FOUND BRASS CAP. 08-05-1993 (CS11571) PLEASANT RIDGE BY JAMES TYE, PLS 1104, FOUND 2' BRASS CAP IN MONUMENT BOX. 10-05-1995 (CS12339) PARTITION PLAT NO. 1995-40 BY DOUG MCMULLEN, PLS 2216, FOUND 2-1/2' BRASS CAP IN MONUMENT WELL. 11-30-1995 (CS12400) PLAT OF CAMDEN PARK EAST BY DOUG MCMULLEN, PLS 2216, FOUND 2-1/2' BRASS CAP IN MONUMENT WELL. 02-10-1997 (CS12822) SURVEY BY MICHAEL TOMPKINS, PLS 2033, FOUND BRASS CAP IN FERGUSON ROAD. 11-06-1997 (CS13097) RIGHT OF WAY MAP BY PETER MANLEY, PLS 2214, FOUND 2-112' BRASS CAP IN MONUMENT BOX. 01-26-1998 (CS13179) LOT LINE ADJUSTMENT BY MICHAEL THOMPKINS, PLS 2033, SHOWS CORNER, NO MONUMENT DESCRIPTION 01-07-1999 (CS13510) PARTITION PLAT NO. 1999-02 BY GEORGE COLVIN, PLS 1020, SHOWS BRASS CAP, DCCM 18121004. 10-26-2001 (CS14671) RECORD OF SURVEY BY MICHAEL HOFFMANN, PLS 57847, FOUND 2-1/2" BR. CAP IN WELL. 06-17-2002 (CS14995) RIDGEWATER PHASES 1 AND 2, P.U.D. BY PETER MANLEY, PLS 2214, FOUND 2-1/2' BRASS CAP, BY "LS 540" IN MONUMENT BOX. 04-09-2002 DESCHUTES COUNTY SURVEYOR'S OFFICE FIELD BOOK 99-04, PAGES 41-43, FOUND 2-1/2" BRASS CAP IN STANDARD COUNTY CAST IRON MONUMENT BOX. SET FOUR 1-1/2" ALUMINUM CAPS ON ALUMINUM RODS IN ADVANCE OF SEWER LINE CONSTRUCTION AND DESTRUCTION OF EXISTING MONUMENT. RM1 BEARS NORTHEASTERLY 143.34; RM2 BEARS SOUTHEASTERLY 30.80; RM3 BEARS SOUTHWESTERLY 27.42; RM4 BEARS NORTHWESTERLY 48.41% SET NAIL AND WASHER STAMPED LS1081 IN EAST SIDE CEC POWER POLE #1029291.0' UP, BEARS SOUTHERLY 24.52. 07-10-2003 (CS15449) RIDGEWATER PHASE 11 P.U.D. BY PETER MANLEY PLS 2214 FOUND 5/8" IRON ROD IN MONUMENT BOX, SET BY LS NO.57847. 11-17-2003 (CS15629) PARTITION PLAT 2003-77 BY LINDA MILLER PLS 2513 FOUND 3/4" REBAR, NO CAP, IN MONUMENT BOX. 04-13-2004 (CS15842) SURVEY BY DAVID WILLIAMS PLS 2686 FOUND 5/8" IRON ROD, NO CAP, IN MONUMENT BOX. 10-06-2004 (CS16103) PARTITION PLAT NO. 2004-79 BY TIM CHAPMAN PLS 2477 50' DIA. IRON ROD IN MONUMENT BOX. 07-18-2006 DESCHUTES COUNTY SURVEYOR'S OFFICE FIELD BOOK 04-01, PAGE 16, FOUND 5/8" REBAR IN MON BOX, 1.4' N. OF CL. SET 3-1/4" ALUMINUM CAP 0.3' DOWN ON FOUND 5/8" REBAR; SET 1-1/2" ALUMINUM CAP STAMPED 5 DESCHUTES CO REF MON, BEARS N750E 112.64'; FOUND 1-1/2' ALUMINUM CAP STAMPED 2, BEARS N530W (QUADRANT BELIEVED TO BE IN ERROR, SHOULD BE SE) 30.81% FOUND 1-1/2' ALUMINUM CAP STAMPED 3 BEARS S500W 27.44; FOUND 1-1/2' ALUMINUM CAP STAMPED 4 BEARS N600W 48.45'. CIRC. 2006 UN FILED OREGON CORNER RESTORATION RECORD PREPARED BY DESCHUTES COUNTY SURVEYOR'S OFFICE FOUND 5/8" IRON ROD IN MONUMENT BOX, SET 3-1/4" DIA ALUMINUM CAP ON EXISTING IRON ROD. 06-06-2022 OCRR 2047, CONTROL MARK DATA 18121004, COCS POINT #350, DESCHUTES COUNTY SURVEYOR'S OFFICE, FOUND 3-1/4" DIAM. ALUMINUM CAP IN MON WELL. FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 2, FLUSH IN TOP OF CURB, BEARS N530W 30.7T (APPEARS TO BE AN ERROR SHOULD BE S530E) FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 3, FLUSH IN TOP OF CURB, BEARS S470W 27.45' FOUND 1-1/2" DIAMETER ALUMINUM CAP, STAMPED 4, FLUSH IN DIRT, 9.3 WEST OF TELEPHONE RISER, 2. 5' SOUTH OF 5. 5' TALL BOARD FENCE, BEARS N580 W 48.44' FOUND NAIL AND WASHER STAMPED LS 1081 1' UP ON EAST SIDE CEC POWER POLE 102929 BEARS S06OW 24. 50' FOUND NAIL AND WASHER UP 1.6' ON THE WEST SIDE 18" ELM STAMPED LS 540 BEARS N12' E 30.88' FOUND 20" JUNIPER BEARS N560 W 56% MAY BE SAME TREE AS REFERENCED IN CS03889 (N450 W 55.9T PER CS03889) 04-20-2023 (CS21068) PRE -CONSTRUCTION SURVEY OF A PORTION OF FERGUSON ROAD BY DAVID CLONINGER, PLS 79343, FOR THE CITY OF BEND, FOUND 3-1/4" BRASS CAP IN MONUMENT BOX PER OCRR 2047. OREGON CORNER RESTORATION RECORD SOUTH 1/4 CORNER SECTION 10 T18S, R12E, W.M . CITY OF BEND, DESCHUTES COUNTY, OREGON SHEET 1 OF 1