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ROAD BOOK 244, PAGES 51-68 MAGNETIC DECLINATION: 140E PERSONNEL PRESENT: JACOB POWELL, PLS JERROD DAVIS MATHEW McCONNELL CORNER DESIGNATION T16S R12E F-1 1/4 27 MONUMENT DETAIL FOUND r ESO6S R 12E G'L 1 /4 �` 28 1 27 1996 i ci L� PLS 2282 �N% )_Of? oR s of COCS POINT M 1043 TYPE OF REPORT INDEX FILE NO: Z D q 7 THE COORDINATES AND STANDARD DEVIATION VALUES COCS MARK NAME: 16122740 CONDITION ONLY: ALPHANUMERIC SHOWN ARE THE RESULTING VALUES FOR THE POINT 1 RENEWED: CORNER NUMBER: 16122740 PER A LOCAL LEAST SQUARES ADJUSTED PROJECT o CONTROL NETWORK DERIVED FROM INTEGRATED REAL NORTHING: 422,908.78 ift t0.01 SURVEYED IN: TIME KINEMATICS (RTK) AND TOTAL STATION TIES, SEE EASTING: 3,299,909.00 ift t0.01 REFERENCED OUT: X CS21662- ORTHO HT: 3,288.70 ift t0.01 TRANSFORMATION: DESCHUTES 13 HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS FOUND 5/8" IRON (MEAS) TIES TO ADJACENT ROD IN MONUMENT CORNERS ARE FROM DESCHUTES WELL FOR Cl /4 PER COUNTY ROAD PROJECT W66159. CS01936 AND 5/8" SEE CS21662. FOUND MAG SPIKE WITH SMOOTH IRON ROD 1-1/2- STEEL WASHER IN MONUMENT WELL MARKED "DCSO", FLUSH FOR 1925 ROAD P . FOUND 3-1/4" BRASS WITH PAVEMENT PER SEE OCRR AQ 9 CAP IN MONUMENT WELL CS21662 C1/4 & PI S89'59'18"W 2647.50' (MEAS) C1/4 S28 IS27 S89'4933"E 2619.66' (MEAS) C1/4 COR. S 28 SS89'59'41 "W 2637.28' (MEAS) PI NARRATIVE THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD WAS TO REFERENCE OUT THE WEST ONE -QUARTER (114) CORNER SECTION 27, T16S, R12E, W.M. THAT WAS PART OF A GRINDING AND REPAVING PROJECT OF TUMALO ROAD, DESCHUTES COUNTY ROAD PROJECT W66159, SEE COUNTY SURVEY CS2166Z MONUMENT 167. DESCRIPTION OF CORNER EVIDENCE FOUND: A FOUND 3-1/4" DIAMETER BRASS CAP PER OCRR 1380 IN A STANDARD CAST IRON MONUMENT WELL, MARKED AS SHOWN IN MONUMENT DETAIL, SEE CS21662 MONUMENT 167, FROM WHICH: 107 FOUND HEALED BLAZE IN SOUTH FACE 18" DIAMETER JUNIPER, NO SCRIBING OR FINISH NAIL FOUND, BEARS NO3.55W W 46.21' TO SOUTH FACE, RECORD (N20W 46.38' OCRR 1380), (NORTH 46.5' OCRR 864), (N40W 46.30' RD02341). 120 FOUND FINISH NAIL UP 1.8' IN BLAZE SW FACE 19" DIAMETER JUNIPER, BEARS N62039W'E 111.3T TO NAIL, RECORD (N680E 111.39 FT OCRR 1380), (RD02341 N62.30-E 111.20). 119 FOUND NAIL UP 1.6' SE FACE POWER POLE 1612 20715, BEARS S23030'30"W 31.66 TO NAIL, RECORD (S26°W 31.7(y OCRR 1380), (S300W 31.7(Y OCRR 864). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE FOUND 3-1/4" BRASS CAP AGREED WITH RECORD TIES TO FOUND ACCESSORIES AND ADJACENT CENTER ONE -QUARTER (114) CORNERS, SECTIONS 27 & 28, FROM WHICH: A SET 1-10 DIAMETER ALUMINUM CAP ON A 5/8" X 24" IRON ROD, MARKED "DESCHUTES CO REF MON", AS FOLLOWS: 300 NORTH SIDE TUMALO ROAD, BEARS N37054'00"W 28.77', FLUSH. 301 SOUTH SIDE TUMALO ROAD, BEARS S15031'00"E 30.79, FLUSH. 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 (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT. INTERNATIONAL FOOT (M) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 4300OW N LONGITUDE OF CENTRAL MERIDIAN: 121017'OOr 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. (SEE OCRR 096 FOR RECORD MEASUREMENTS TO 1926 PI AND Cl/4 PER CS01936) SKETCH 107 i SzF S89'49'09"E 2619.65' (CS01919) S 27 S89'50'00"E 2619.61' (CS10543) S89'50'00"E 2619.61' (CS01814) S89'49'33"E 2619.65' (CS13522) TUMALO RD. (ASPHALT SURFACE) ,,,_e 120 � YLW STRIPING (TYP) 0/119 b301 0 20 40 SCALE 1" = 20' N I N U U w w 07 V 08-31-1870 ORIGINAL (GLO) SUBDIVISION OF T16S, R12E, WILLAMETTE MERIDIAN, GEORGE W. NEWMAN, DEPUTY SURVEYOR, UNDER JOINT CONTRACT NO. 141, SET STONE 20 X7 X 6 FOR 1/4 SEC CORNER BETWEEN SECTIONS 27 & 28, (NO BEARING TREES FOR THIS CORNER WERE NOTED IN GLO NOTES). NO DATE CENTRAL OREGON SEGREGATION SUBDIVISION OF SECTIONS PLAT FOR T16S R12E & SUBDIVISIONS FIELD BOOK, PG. 9, DESCHUTES COUNTY SURVEYOR'S OFFICE MISCELLANEOUS RECORDS, COID IRRIGATED LANDS SURVEYS, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION. 07-31-1926 (RD02335) DESCHUTES COUNTY ROAD FIELD BOOK NOTES, BOOK 29, PAGE 38, NICHOLS MARKET ROAD, "P" LINE - TRANSIT/LEVEL, LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS P.I. AT ENGINEERING STATION 147+21.2 =1/4 COR., NO MONUMENT DESCRIPTION. 08-04-1926 (RD02341) DESCHUTES COUNTY ROAD FIELD BOOK NOTES, BOOK 32, PAGE 13, NICHOLS MARKET ROAD, REFERENCE POINTS, LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS STEEL BAR PI 1/4 COR. AT ENGINEERING STATION 147+21.2, FROM WHICH: - NAIL IN 10" JUNIPER, BEARS N40W 46.30'. - NAIL IN 12" JUNIPER, BEARS N62.30-E 111.20'. 03-27-1930 GOULD FIELD BOOK NOTES, BOOK NO.81, PG 4, BY R.B. GOULD, PE 0632, LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT, SHOWS TIE TO P.I. AT ENGINEERING STATION 147+21.2 =1/4 COR. BET. 28/27, NO MONUMENT DESCRIPTION, REFERENCE TO COUNTY FIELD BOOK 29, PG. 38. 03-28-1930 GOULD FIELD BOOK NOTES, BOOK NO.81, PG 10, BY R.B. GOULD, PE 063Z LOCATED IN THE ENGINEERING VAULT AT THE DESCHUTES COUNTY ROAD DEPARTMENT. NOTES "E LINE FROM CENTER SECTION 28 "NORTHERLY (*NOTES SHOW S89058'E) TOWARDS 114 COR BET 27 & 28", NO MONUMENT DESCRIPTION. 03-15-1967 (CS01919) SURVEY BY NORMAN A NEWTON, PLS 654, SHOWS TIE TO CORNER, FOUND SPIKE IN PAVEMENT. SEPT 1967 (CS01929) SURVEY BY RICHARD P. HANKINS, PLS 687, SHOWS TIE TO CORNER, NO MONUMENT DESCRIPTION, FROM WHICH: - JUN. BT BEARS NWLY 47.00'. - SHRIN PIN BEARS SLILY 58.39. - P. POLE BEARS SWLY 31.84'. 04-12-1968 (CS10543) FIRST ADDITION TO WHISPERING PINES ESTATES BY THOMAS H. BURTON, PLS 590, SHOWS TIE TO CORNER, FND SPIKE IN PVMT. 09-30-1969 (CS01814) SURVEY BY RICHARD W. BURTON, PLS 84Z SHOWS TIE TO CORNER, FND. SPIKE, FROM WHICH: - 20" JUN, BEARS SE'LY 33.69. - POWER POLE, BEARS SWLY 31.75. 03-26-1974 MANSFIELD'S CORNER BOOK BY E.G. MANSFIELD, PLS 10, LOCATED AT THE DESCHUTES COUNTY SURVEYOR'S OFFICE, DIAGRAM FOR T16S R12E SEC 27, SHOWS TIE TO CORNER, FND SPIKE, FROM WHICH: - 20r J, BEARS SE'LY 33.65. - POWER POLE, BEARS SWLY 31.75. NO DATE (RDCC 284) SECTION CORNER DESCRIPTION CARD 284, BY D.C. ROAD DEPT. (UNOFFICIAL RECORD), LOCATED AT THE DESCHUTES COUNTY ROAD DEPT. ENGINEERING VAULT, CIRCA 1980 CORNER REFERENCES, SHOWS CORNER E 1/4 SEC. 28, NO DESCRIPTION, FROM WHICH: - SET FINISH NAIL 2' UP ON W SIDE 14" JUNIPER, BEARS N010W 49.92. - SET FINISH NAIL 3.5' UP ON NW. SIDE 10" JUNIPER, BEARS S620W 61 AT. 09-24-1982 (CS01931) SURVEY BY GEORGE J. COOK, PLS 540, SHOWS TIE TO CORNER, FOUND 1-10 ALUMINUM CAP ON 5l8" I.R. FOR THE W 1/4 COR. 11-26-1982 (CS09917) STARWOOD BY ROBERT R. POVEY, PLS 1652, SHOWS TIE TO W 114 COR. SEC. 27, REFERS TO CS01931 FOR MONUMENT DESCRIPTION. 10-21-1988 (OCRR 864) OREGON CORNER RESTORATION RECORD BY GARY L. DEJARNATT, PLS 2208, FOUND 2" BRASS CAP MARKED "TENNESON ENGR. CORP." IN CONC. FLUSH WITH SURFACE OF ASPHALT ROAD, FROM WHICH: - FD. NAIL IN SE FACE POWER POLE, S300W, 31.70' (BURTON TIE). - FD. 8" JUN. (NO NAIL FD., BLAZE ON SOUTH FACE), NORTH 46.5 (HANKINS' TIE). - FD. NAIL IN NE FACE 32" JUN., S500E, 33.60' (BURTON TIE). -8"JUN 36.12'TONW. - POWER POLE 28.92 SW. - FD. 3/4" DIA IRON BAR, N600E, 58.4(7. NO RECORD FD. IN SURVEY FILES FOR R1W PINS. - FD. 3/4" DIA IRON BAR, N560W, 58.26. NO RECORD FD. IN SURVEY FILES FOR RNV PINS. 10-08-1996 (OCRR 1380) OREGON CORNER RESTORATION RECORD BY KENNETH L GRANTHAM, PLS 228Z FOUND CONCRETE WITH STEM OF BRASS CAP STILL IN PLACE SET BY DEJARNATT IN RESTORATION, FROM WHICH: - FOUND FINISH NAIL IN BLAZE WITH SCRIBING 15" JUNIPER (S FACE 3 5 HIGH), N20W 46.38 FT (HANKINS). - FOUND 3f4" IRON ROD, N62 E, 58.40 FT (NO RECORD). - FOUND NAIL IN BLAZE Or JUNIPER (NE FACE 3 5 HIGH), S53 E, 33.63 FT. - FOUND NAIL IN P POLE (SE FACE), S26 W, 31.70 FT (BURTON). - FOUND FINISH NAIL IN BLAZE WITH SCRIBING IN 16" JUNIPER N6WE,111 39 FT. - SET 3" BRASS CAP ON 2" IRON PIPE IN A MONUMENT BOX, NO NEW REFERENCES ESTABLISHED. 08-25-1998 (CS13374) SURVEY BY MICHAEL J. BERRY, PLS 2390, SHOWS COORDINATE TIE TO CORNER, FOUND MONUMENT PER DCSO OCRR #1380. 02408-1999 (CS13522) SURVEY BY MICHAEL J. BERRY, PLS 2390, SHOWS TIE TO CORNER, FOUND 210 BRASS CAP IN MON. BOX. 12-16-2015 (CS19021) SURVEY BY CHRISTOPHER R. MUNSON, PLS 80548, SHOWS TIE TO CORNER, FOUND 3" BRASS CAP PER OREGON CORNER RESTORATION RECORD 1380. 05-25-2021 (CS20520) CONTROL, RECOVERY AND RETRACEMENT SURVEY BY JOHN TAYLOR HAGLUND, PLS 5502Z SHOWS TIE TO CORNER, 3-1/4" BRASS CAP, DOWN 0.5' IN MONUMENT CASE (OCRR 1380). 02 28-2025 (CS21486) SURVEY BY JOHN TAYLOR HAGLUND, PLS 55022, SHOWS TIE TO CORNER, 3-1/4" BRASS CAP, DOWN 0.5 IN MONUMENT CASE (OCRR 1380). 1212 2025 (CS21662) SURVEY BY JACOB D. POWELL, PLS 90744, SHOWS TIE TO CORNER, FND 3-1/4" BRASS DISK IN MON WELL PER OCRR 1380, MONUMENT 167. 0 1- a ?- 9,09,6 REGISTERED PROFESSIONAL LAND SURVEYOR D pma-lla( 0 R E G O N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2026 OREGON CORNER RESTORATION RECORD SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE 1 WEST ONE —QUARTER (1/4) CORNER SECTION 27 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 T16S, R12E, W.M. OF PROJECT : CT160 DATE:10-28-2025 1DRAWN BY: JKD,JDP ICHECKED BY: JDP,KRS DESCHUTES COUNTY, OREGON FILE NAME: J:\CAD\Projects\Surveying\OCRR—CORNER CARDS 16122740 CT160 Tumalo Rd near Storwood dw CT160 16122740.dw