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HomeMy WebLinkAboutOCRR 2054OREGON CORNER RESTORATION RECORD SECTION 22 TOWNSHIP 17 S. RANGE 1 4 E.W.M. DESCHUTES COUNTY DATE 01-05-2023 CORNER DESIGNATION TYPE OF REPORT T17S R14E CONDITION ONLY NOT FOUND X RENEWED 22 UNRECORDED SURVEYED IN SW X REFERENCED OUT HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS: SEE PAGE TWO AND THREE FOR HISTORY. DESCRIPTION OF CORNER EVIDENCE FOUND: COUNTY SURVEYOR'S RECEIPT STAMP INDEX FILE NO. z OS- ALPHA/NUMERIC 17142200 CORNER NUMBER BASIS OF BEARINGS: CONTROL WAS ESTABLISHED WITH 3, 5 MINUTE 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. FOUND 2 1 /2" BRASS CAP, MARKINGS ILLEGIBLE, DOWN 0.2' BELOW PAVEMENT. FROM WHICH: COCS POINT #: COCS MARK NAME: 987 17142200 1Q NORTHING: 393,200.86 ift f0.02 EASTING: 3,362,058.87 ift f0.02 ORTHO HT: 3,364.42 ift f0.10 FOUND 36" DIAMETER BOX ELDER TREE, SE'LY OF CORNER CLOSE TO RECORD DISTANCE, PK NAIL PER MANSFIELD NOT FOUND. 21 7 22 S87'34'16"E 2645.13' (MEAS) 1 /4 COR. 28127 MONUMENT DETAIL X\\� j E S c O c,2 T17S R14E 0 2122 28127 P PLS 77040 �' GFY 2022 F F� ORS 0 S87'34'51 "E 2645.31' (MEAS) 22123 2645.22' (CSO4996) 2645.23' (CSO4996) S87'54'43"E 5290.45' (CSO4996) SKETCH w J a U BARBWIRE FENCE �x o IRRIGATION DITCH Z WOOD POLE FENCE BARBWIRE \ P.P. CEC ,<-�-�_. FENCE 110995 r2 X I SECTION CORNER -,,,-(ASPHALT SURFACE) ALFALFA MARKET RD \ — \ STRIPE X X / \ • o Of O '0 4 3 36" DBH BOX ELDER WIRE PANEL x 0 FENCE N I o x DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: 27A26 LOCATION/COMMENTS: MAG. DECL. N/A BEARINGS MEASURED TO THE NEAREST MINUTE BY GPS AND TOTAL STATION USING DESC-13 COGRID. SEE D.C.S.O. FIELD BOOK 2021, PAGE 22-25 PERSONNEL PRESENT: KEVIN SAMUEL, PLS DAVE FOX JERROD DAVIS AT POSITION OF FOUND 2 1 /2" BRASS CAP, SET A 3 1 /4" ALUMINUM CAP MARKED AS SHOWN ABOVE, ON 5/8" DIAMETER X 24" IRON ROD IN STANDARD CAST IRON MONUMENT WELL, FROM WHICH: 1. SET A 1 1 /8" BRASS MARKER WITH ANCHORING PLUG MARKED "DCSO" ON SW CORNER OF IRRIGATION DITCH CONCRETE HEADGATE, BEARS N46'43'W 65.58', FLUSH WITH GROUND SET A 5/8" DIAMETER X 24" IRON ROD WITH A 1 1/2" DIAMETER ALUMINUM CAP MARKED "DESCHUTES CO. REF MON", FLUSH WITH GROUND BEARS: 2. N52'46'E 41.64' 3. S23'32'W 49.44' 4. S62'46'E 80.10' SURVEYOR'S REGISTERED FIRM/AGENCY NAME: SEAL PROFESSIONAL ADDRESS: RENEWAL DATE: LAND SURVEYOR DESCHUTES COUNTY 6-30-2024 SURVEYOR'S OFFICE 61 150 S.E. 27TH. ST. Vag- e4WZ BEND, OR. 97702 0 R E G 0 N DECEMBER 28, 2009 KEVIN R. SAMUEL PAGE ONE OF THREE 77040PLS FILE NAME—J:\CAD\Projects\OCRR—CORNER CARDS\17142200 CT65 Alfalfa—Dodds\17142200 CT65 Alfalfa —Dodds — JKD\DWG\17142200 CT65.dwa OREGON CORNER RESTORATION RECORD SECTION 22 TOWNSHIP 17 S. RANGE 1 4 E.W.M. DESCHUTES COUNTY DATE 01-05-2023 HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS: COUNTY SURVEYOR'S RECEIPT STAMP INDEX FILE NO. Z 0 S T ALPHA/NUMERIC CORNER NUMBER 17142200 11-24-1879 ORIGINAL (GLO) SUBDIVISION OF T17S, R14E, WILLAMETTE MERIDIAN, RUFUS S. MOORE, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO. 344, SET BASALT STONE 18" X 12" X 12" WITH PITS AS PER INSTRUCTIONS FOR CORNER TO SECTIONS 27, 28, 21 AND 22, FROM WHICH: A JUNIPER 24 IN. DIA. BEARS N70-W 92 LKS (60.72') DIST. JUNIPER 18 IN. DIA. BEARS S20'W 90 LKS (59.40') DIST. NO DATE C.O.I.D. IRRIGATED LAND SURVEYS, 1714 PAGE 17, SHOWS CORNER FROM WHICH: A 24" JUNIPER BEARS N70-W 92 LINKS, AN 18" JUNIPER,. BEARS S20'W 90 LINKS. 1914 (RD01356) A.W. WILLARD ROAD SURVEYOR'S REPORT BY FRED A. RICE, COUNTY SURVEYOR CALLS TO SECTION CORNER. 1924 (RD01442) ROBERT B. GOULD MAP OF ALFALFA ROAD, MARKET RD. NO. 10 & FIELD BOOK 21A PAGE 31 (FB021A)(RD02318) TRAVERSE DATA SHOWS CE OF ROAD 5' NORTH OF SEC. COR. AT STA. 497+14. 07-18-1972 (CSO4996) SURVEY OF SECTION 27 BY E.G. MANSFIELD, PLS 10, . FOUND NO BTs OR MONUMENT, SET BRASS CAP (NO DETAIL) ON 1 1 /2" PIPE AND THREE REFERENCES. NW'LY 29.11' POWER POLE 10-207L, SW'LY 35.13' P.K. IN FENCE COR. POST, SE'LY 47.92' P.K. IN 24" BOX ELDER NO DATE MANSFIELD'S CORNER BOOK BY E.G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE, DIAGRAM FOR T17S R14E SECTION 27, BRASS CAP AND THREE REFERENCES. NW'LY 29.11' POWER POLE 10-207L, SW'LY 35.13' P.K. IN FENCE COR. POST, SE'LY 47.92' P.K. IN 24" BOX ELDER 07-18-1972 (CSO4997) SURVEY BY E.G. MANSFIELD, PLS 10, SHOWS TIE TO SECTION CORNER. NO BEARING TREES OR OTHER ACCESSORIES NOTED. 09-11-1979 (CS03323) MP-79-152 BY SUN COUNTRY ENGINEERING AND SURVEYING, INC, (NO PLS NOTED) SHOWS TIE TO SECTION CORNER. NO BEARING TREES OR OTHER ACCESSORIES NOTED. CA. 1980 (RDCC 242) SECTION CORNER DESCRIPTION CARD 242 BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES. SHOWS BRASS CAP (NO INFORMATION) AT INTERSECTION OF DODDS RD. AND ALFALFA MARKET RD. FROM WHICH: PK NAIL 5" FENCE POST CORNER, SW'LY 35.22', PK NAIL 20" COTTONWOOD, SE'LY 47.93' 06-01-1980 (CS03337) BOUNDARY SURVEY BY ROBERT M. KARL, PLS 1642, SHOWS SECTION CORNER, FOUND 3" BRASS CAP (NO MARKINGS), ORIGINAL BT'S GONE. 10-15-1980 (CS03341) BOUNDARY SURVEY BY ROBERT M. KARL, PLS 1642, SHOWS SECTION CORNER, FOUND 3" BRASS CAP (NO MARKINGS), ORIGINAL BT'S GONE. 01-10-1986 (CS05374) PLAT OF CASCADE VIEW ESTATES, TRACT 2 BY EMILE P. BACHAND, PE 3700, SHOWS SECTION CORNER, SET 5/8" DIA. STEEL PIN AT CORNER. 05-30-1989 (CS03342) MP-88-25 BY GARY L. DEJARNATT, PLS 2208, SHOWS SECTION CORNER, FD. 2 1/2" DIA. BRASS CAP FLUSH WITH ASPHALT SURFACE, NO MARKINGS. LOC. NEAR INTERSECTION ALFALFA MARKET ROAD AND DODDS ROAD. 09-24-1990 (CS03336) PARTITION PLAT NO.1991-3 BY GARY L. DEJARNATT, PLS 2208, SHOWS SECTION CORNER, FOUND 2 1 /2" DIA. BRASS CAP, MARKINGS ARE WORN OFF. 08-01-1991 (CSO4936) RECORD OF SURVEY BY WALT MILLER, PLS 2111, SHOWS SECTION CORNER, FOUND 2 1 /2" BRASS CAP SET FLUSH IN THE PAVEMENT AS USED BY BOTH KARL AND DEJARNATT. IT HAS NO ACCESSORIES NOR DOES IT HAVE ANYTHING USEABLE. 06-07-1994 (CS 11864) LL-94-35 BY TODD F. NEARY, PLS 2384, SHOWS SECTION CORNER, FOUND 2 1 /2" BRASS CAP FLUSH WITH PAVEMENT, ILLEGIBLE. DETAIL SHOWS SECTION CORNER 5' NORTH OF CENTERLINE OF ALFALFA MARKET ROAD. 03-25-1998 (CS13258) BOUNDARY SURVEY OF LOT 21, BEND CASCADE VIEW ESTATES, TRACT 2, UNIT 5 BY RUSSEL M. KARL, PLS 2257, SHOWS TIE TO THE SECTION CORNER PER CS11864. 02-09-2000 (CS13951) RECORD OF SURVEY BY JOEL G. SMITH, PLS 2355, SHOWS SW CORNER OF SECTION, FOUND 3" ALUM. CAP, MARKED LS1031 SW COR. SEC. 22. (APPEARS TO BE A TEXT COPYING TYPO) 03-10-2000 (CS13979) RECORD OF SURVEY BY JOEL G. SMITH, PLS 2355, SHOWS SW CORNER OF SECTION, FOUND 3" ALUM. CAP, MARKED LS1031 SW COR. SEC. 22. (APPEARS TO BE A TEXT COPYING TYPO) SURVEYOR'S REGISTERED FIRM/AGENCY NAME: SEAL PROFESSIONAL ADDRESS: RENEWAL DATE: LAND SURVEYOR DESCHUTES COUNTY 6-30-2024 SURVEYOR'S OFFICE 61150 S.E. 27TH. ST. tell Ili BEND, OR. 97702 0 E G 0 N DECEMBER 28, 2009 KEVIN R. SAMUEL PAGE TWO OF THREE 77040PLS FILE NAME—J:\CAD\Projects\OCRR—CORNER CARDS\17142200 CT65 Alf alfa—Dodds\17142200 CT65 Alfalfa —Dodds — JKD\DWG\17142200 CT65.dwo OREGON CORNER RESTORATION RECORD SECTION 22 TOWNSHIP 17 S. RANGE 14 E.W.M. DESCHUTES COUNTY DATE 01-05-2023 HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS: COUNTY SURVEYOR'S RECEIPT STAMP INDEX FILE NO. z © 5_�i ALPHA/NUMERIC CORNER NUMBER 17142200 07-06-2002 (CS15057) MAP OF SURVEY BY BILL TYE, PLS 1789, SHOWS SECTION CORNER, FD. 3" ALUM. CAP SET BY E.G. MANSFIELD. 04-22-2003 (CS15354) LOT LINE ADJUSTMENT AND BOUNDARY SURVEY BY JAMES R. TYE, PLS 1104, SHOWS SW CORNER SEC. 22, FD. 3" ALUM. CAP SET BY MANSFIELD. 12-02-2003 (CS15653) LL-02-84 BY LINDA LEE MILLER, PLS 2513, SHOWS SECTION CORNER, FD. 3" ALUM. CAP SET BY E.G. MANSFIELD. 07-01-2004 (CS15997) BOUNDARY SURVEY BY ROBERT E. BAXTER, PLS 2041, SHOWS SECTION CORNER, SW COR. 22, 3" DIA. BRASS CAP, 0.1' BELOW PAVEMENT. 1 1-01-2006 (CS17111) PARTITION PLAT NO. 2006-72 BY ROBERT R. POVEY, PLS 1652, SHOWS TIE TO SECTION CORNER, 3" ALUM. CAP. 01-17-2018 (CS19561) PROPERTY LINE ADJUSTMENT BY JAMES D. PERRY, PLS 2407, SHOWS TIE TO SECTION CORNER, BRASS CAP IN PAVEMENT (CS15997 CALLS 3", CS11864 CALLS 2 1/2", DIDN'T DIG TO EXPOSE EDGES OF CAP). 12-26-2019 (CS20088) PROPERTY LINE ADJUSTMENT BY DIRK P. DURYEE. PLS 65694, SHOWS SW CORNER SECTION 22, FOUND 3" ALUMINUM CAP SET BY E.G. MANSFIELD. SURVEYOR'S REGISTERED FIRM/AGENCY NAME: SEAL PROFESSIONAL ADDRESS: RENEWAL DATE: LAND SURVEYOR DESCHUTES COUNTY 6-30-2024 SURVEYOR'S OFFICE ' OlAirl 61 150 S.E. 27TH. ST. BEND, OR. 97702 0 R E G 0 N DECEMBER 28, 2009 KEVIN R. SAMUEL PAGE THREE OF THREE 77040PLS FILE NAM E— J:\CAD\Projects\OCRR —CORN E R CARDS\17142200 CT65 Alf alfa—Dodds\17142200 CT65 Alfalfa —Dodds — JKD\DWG\17142200 CT65.dwq