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HomeMy WebLinkAboutOCRR 2082SEE D.C.S.O. FIELD BOOK 2021, PAGE 17, AND FIELD BOOK 2024, PAGE 19-20. MAGNETIC DECLINATION: 140E PERSONNEL PRESENT: JACOB POWELL, PLS JERROD DAVIS MATHEW McCONNELL CORNER DESIGNATION T20S R11E 9 SW MONUMENT DETAIL FOUND R�� F 8 1 9 17 16 ca 8 lb �2 PL5 S C O T20S R11 E Z o S8 S9 S17 S16 90744 PLS V `FY 2025 F� ORS01 FOUND 2-1 /2" DIA. ALUMINUM S8 S9 1 /4 COR. CAP IN STONE MOUND PER OCCR 0496 (MEAS) TIES TO ADJACENT PLSS CORNERS ARE FROM SINGLE GNSS TIES ONLY USING THE ORGN. EXCEPT TO W1 /4 OF SECTION 16, WHICH WAS TO THE MORE ROBUST PUBLISHED COCS COORDINATES OF COCS POINT 986 PER OCRR 2057. NOT TO SCALE FOUND 2-1/2- DIA. BRASS CAP IN STONE MOUND PER OCRR 0502 El/16 COR. S8 N89'28'46"W 1324.72' (MEAS) S17 N89'26'06'W 1324.73' (CS20737) N89'39'17"W 1324.02' (CSO4509) N89'24'52"W 1324.10' (CSO4418) THE PURPOSE OF THIS OREGON CORNER RESTORATION RECORD IS TO REMONUMENT AND REFERENCE THE SOUTHWEST CORNER OF SECTION 09, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, THAT WAS DESTROYED BY CONSTRUCTION OF CALDERA SPRINGS, PHASE A (CS2C 737) AND CALDERA SPRINGS OLU, PHASE A (CS20738). DESCRIPTION OF CORNER EVIDENCE FOUND: FOUND A 2-1/2" DIAMETER ALUMINUM CAP ON A 2-1/2" DIAMETER ALUMINUM PIPE, STAMPED AS SHOWN IN FOUND DETAIL ABOVE AND PER OCRR 0493 AND 0494, LEANING S-LY IN A 7 HIGH DIRT MOUND, DISTURBED BY CONSTRUCTION, FROM WHICH: 4004 FOUND A 16D NAIL WITH 1-12' DIAMETER ALUMINUM WASHER MARKED "LS 1678", UP 0.3 IN SE SIDE OF 12' PONDEROSA PINE, BEARS S33'5900"W 53.69. ALSO, AN UPPER FACE BLAZE SCRIBED 71-20S R11 E S17" AND A LOWER FACE BLAZE SCRIBED BT, NEAR BASE, (RECORD S29'W, 53.63' PER OCRR 0493 AND 0494), DESTROYED BY CONSTRUCTION, NOT MAPPED_ 4005 FOUND A 16D NAIL WITH 1-1fZ" DIAMETER ALUMINUM WASHER MARKED "LS 1678", UP 0.5' IN SW SIDE OF 12' LODGEPOLE PINE, BEARS S44.1 T30-E 3209'. ALSO, AN UPPER FACE BLAZE SCRIBED "T20S R11 E S16' AND A LOWER FACE BLAZE SCRIBED BT, NEAR BASE, (RECORD S50'E, 3213' PER OCRR 0493 AND 0494), DESTROYED BY CONSTRUCTION, NOT MAPPED. 4006 FOUND A 16D NAIL WITH 1-12" DIAMETER ALUMINUM WASHER MARKED "LS 1678", UP 0.35' IN WEST SIDE OF 12' LODGEPOLE PINE, BEARS N08"32'30" E 77.30'. ALSO, AN UPPER FACE BLAZE SCRIBED 720S RI I E ST AND A LOWER FACE BLAZE SCRIBED BT, NEAR BASE, (RECORD N5'E, 77.5T PER OCRR 0493 AND 0494). DESTROYED BY CONSTRUCTION, NOT MAPPED_ 4002 FOUND 5d8' IRON ROD WITH YPC, MARKED "PARAMETRIX", SET IN CS20737, FLUSH, BEARS S36 53WW 155.15' (CALCULATED RECORD S36054'2(YW 155.1 V CS20738). 4003 FOUND 51T IRON ROD WITH YPC, MARKED "PARAMETRIX", SET IN CS20737, FLUSH, BEARS S57"49W W 219.51' (CALCULATED RECORD S58051'49"W 219.46 CS20738). 4007 FOUND 5/8" IRON ROD WITH YPC, MARKED "PARAMETRW, SET IN CS20737, FLUSH, BEARS N04-35'OOr'E 40.22_ (RECORD N04'490WE 40.27 PER CS20737 & CS20738). DESTROYED BY CONSTRUCTION, NOT MAPPED. 308 FOUND 518" IRON ROD WITH YPC, MARKED "PARAMETRDC, SET IN CS20737, FLUSH, BEARS S05'03301W 19.76 (RECORD S0404908"W 19.78' PER CS20737 & CS20738). DESCRIPTION OF MONUMENTS AND ACCESSORIES ESTABLISHED: THE POSITION OF THE POINT OF ENTRY OF THE FOUND DISTURBED AND LEANING 2-12" DIAMETER ALUMINUM CAP AGREED WITH THE FOUND REFERENCES PER OCRR 0493 AND OCRR 0494 AND THE RECORD PER THE PLATS OF "CALDERA SPRINGS, PHASE A" (CS20737) AND "CALDERA SPRINGS OLU, PHASE A" (CS20738). AT SAID POSITION, SET A 3-1/4" DIAMETER ALUMINUM CAP ON A 5V DIAMETER X 30" IRON ROD, STAMPED AS SHOWN IN THE SET MONUMENT DETAIL ABOVE, IN A STANDARD COUNTY CAST IRON MONUMENT WELL LOCATED APPROXIMATELY 3 FEET SOUTH OF THE SOUTH EDGE A PAVEMENT OF FORESTBROOK LOOP, FROM WHICH: SET 1-1/8' DIAMETER BRASS DISK WITH ANCHORING PLUG AS FOLLOWS: A IN THE SOUTHEAST EDGE OF AN ASPHALT DRIVEWAY, DOWN 0.1', BEARS N23"46-"E 28.57, CAP MARKED "DCSO X. B. IN THE NORTHEAST CORNER OF A CONCRETE TRANSFORMER PAD, FLUSH, BEARS S54'08'OOr'E 11.66, CAP MARKED "DCSO B"_ C. IN THE WEST EDGE OF AN ASPHALT DRIVEWAY, DOWN 0.1', BEARS SW42'30"E 4283, CAP MARKED "DCSO C". D. IN THE SOUTHEAST EDGE OF AN ASPHALT DRIVEWAY, DOWN 0.1', BEARS N51-560CYW 54.35% CAP MARKED "DCSO D"_ 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 (COOS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT: INTERNATIONAL FOOT Gift) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43'00'OOr' N LONGITUDE OF CENTRAL MERIDIAN: 121'17'00' 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 Moto 000 N N U U � �vv n N N n n W N N N M W3w oto4 o 0 i4 0 0 z op0 zzz S8 S9 S17 S16 cn rn OD 0,* 0 0 . � a� D in in 00 o � O v� N Urn O co 3 �3 CO COCO t C-4 M ^O � 0 'N `p0NN r- M O v cn 00 FOUND 2-1 /2" DIA. En cn BRASS CAP FLUSH WITH GROUND IN 3' S17 S16 1/4 COR. DIAMETER STONE MOUND PER OCRR 2057 D (� \ A� FORESTBROOK LOOP \ (ASPHALT SURFACE) SECTION 8 SECTION 17 c Q— SECTION 9 SECTION 16 B 308 TRANSFORMER PAD LOT 9 GS 0 LOT 8 C101 / LO��P LOT 19 LOT 20 4003 I I 0 50 100 SCALE 1 " = 50' DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE 541-388-6581 PROJECT f.CT55 DATE: 03-11-2025 IDRAWN BY: JKD ICHECKED BY: KRS, JDP FILE NAME: J:\CAD\Projects\Surveying\OCRR—CORNER CARDS 20110900 CT55 Caldera—Forest Brook DWG 20110900 CT55 OCRR.dw COGS POINT k 985 COCS MARK NAME: 20110900 10 NORTHING: 309,423.90 ift t0.02 EASTING: 3,262,294.86 ift t0.02 ORTHO HT: 4197.04 ift t0.02 TRANSFORMATION: DESCHUTES 13 TYPE OF REPORT CONDITION ONLY: RENEWED: X SURVEYED IN: REFERENCED OUT: X THE COORDINATES AND STANDARD DEVIATIONS SHOWN ARE THE RESULTING VALUES FOR THE REMONUMENTED SECTION CORNER PER A LOCAL LEAST SQUARES ADJUSTED PROJECT CONTROL NETWORK DERIVED FROM INTEGRATED REAL TIME KINEMATICS (RTK) AND TOTAL STATION TIES. INDEX FILE NO: ALPHAINUMERIC CORNER NUMBER: zo8� HISTORY OF ORIGINAL CORNER AND/OR PREVIOUS RENEWALS 06-08-1869 ORIGINAL (GLO) SUBDIVISION OF T20S, RI E, WILLAMETTE MERIDIAN, DAVID P.THOMPSON, DEPUTY SURVEYOR, UNDER CONTRACT NO.131, SET 12' X 10" X 10' STONE, FOR THE SEC. CORNER OF SECTIONS 8,9,16 & 17. (NO BEARING TREES OR OTHER ACCESSORIES FOR TIV S CORNER WERE NOTED IN GLO NOTES_) 07408-1910 R.B. GOULD'S PRIVATE FIELD BOOK #1, PAGE 49, SURVEY OF SECTION 8, T20S, R11 E FOR DAVE HILL, FOUND AN OLD POST (NOT ORIGINAL) BANKED WITH ROCKS, ONE OF WHICH AGREED WITH NOTES OF ORIG. CORNER. SET 6X6'X30' POST AND BANKED IT SOLIDLY WITH ROCKS, SET BTS: -AN 18" Y. PINE B.T., SCRIBED S.16, BEARS S860ME 43.71' -A 36' Y. PINE B.T., SCRIBED S.9, BEARS N15"4NE 79.46_ 08-27-1973 (CSO4509) SURVEY BY JOE W. CARTER, PLS 0790, SHOWS TIE TO SECTION CORNER, FD. MOUND OF STONE. 09-07-1982 USDA -FOREST SERVICE, CORNER RECORD (SEARCH), INDEX FILE NO.959, COP, NO. J-09, BY GARY W. HICKMAN, PLS 1678, FOUND MOUND OF STONE, ORIGINAL STONE BROKEN ALONGSIDE #4 SR. SET 2-1/z" ALUMINUM CAP IN 21/2 ALUMINUM PIPE R56.18" IN MOUND OF STONE AT SW SIDE OF LAVA ROCK DOME. PIPE IS GROUTED AT BASE, FROM WHICH: - A 7" LODGEPOLE PINE BEARS N50E 77.57 FEET 60d NAIL AND WASHER IN S_ BASE, SCRIBED "T20S, RI E, S9, ADDED "BT-_ - A 10' LODGEPOLE PINE BEARS S50'E 32.13 FEET TO TO 60d NAIL AND WASHER IN SIN BASE, SCRIBED T20S, R11 E, S16, ADDED "BT". - A 12' PONDEROSA PINE BEARS S29OW 53.63 FEET TO 60d NAIL AND WASHER IN NE BASE, SCRIBED T20S, R11 E, S17, ADDED "BT". - A 10, (") PONDEROSA PINE BEARS N56`W 41.10 FEET TO 60d NAIL AND WASHER IN SE BASE, SCRIBED T20S, R11 E, S8, ADDED "BT". 09-20-1982 OCRR 0493 OREGON CORNER RESTORATION RECORD BY GARY W. HICKMAN, PLS 1678, FOUND MOUND OF STONE, NO DEFINITE NOTCHES, MOUND IS MAN MADE AND VERY OLD. MOUND FITS REASONABLY WELL WITH GLO CORNER TO SOUTH AND NORTH. NO OTHER MOUNDS IN IMMEDIATE AREA. SET 21fZ" ALUMINUM CAP IN 2 12' ALUMINUM PIPE IN CENTER OF MOUND, WITNESSES: - A 6" LODGEPOLE PINE BEAR N05'E 77.57 FEET TO A NAIL AND WASHER IN WEST BASE, SCRIBED T20S, R11 E, S9 BT. - A 10r LODGEPOLE PINE BEARS S50'E 32.13 FEET TO A NAIL AND WASHER IN SOUTH BASE, SCRIBED T20S, R11 E, S16 BT. - A 10" PONDEROSA PINE BEARS S29'W 53.63 FEET TO A NAIL AND WASHER IN EAST BASE, SCRIBED T20S, R11 E, S17 BT. - A 10" PONDEROSA PINE BEARS N56'W 41.10 FEET TO A NAIL AND WASHER IN SOUTH BASE, SCRIBED T20S, R11 E, S8 BT. 04-08-1983 OCRR 0494 OREGON CORNER RESTORATION RECORD BY GARY W. HICKMAN, PLS 1678, FOUND MODERATE SIZED MOUND OF STONE AT EASTERLY EDGE OF ROCK OUTCROP. MOUND APPEARS TO BE MAN MADE, BUT MANY STONES AND OUTCROPS EXIST IN IMMEDIATE AREA -FOUND 16" DIAMETER PINE SNAG WITH 2 FACES (NO SCRIBING VISIBLE) BOTH FACING MOUND, BEARS S88-E 43.6. SET 2-12" ALUMINUM CAP IN 21/2' ALUMINUM PIPE IN CENTER OF MOUND, FROM WHICH: - A 6" DIAMETER LODGEPOLE PINE BEARS N50E 77.57 FEET SCRIBED T20S, R11E, S9 BT,16d NAIL IN WEST SIDE. -A 10" LODGEPOLE PINE BEARS S50'E 32.13 FEET SCRIBED T20S, R11 E, S16 BT,16d NAIL IN SW SIDE- -A 10" PONDEROSA PINE BEARS S29'W 53.63 FEET SCRIBED T20S, R11E, S17 BT,16d NAIL IN SE SIDE. -A 10" PONDEROSA PINE BEARS N56OW 41.10 FEET SCRIBED T20S, R11E, S8 BT,16d NAIL IN SW SIDE. 01-21-1985 (CSO4418) CADASTRAL SURVEY NO. 3-1 BY GEORGE COLVIN, PLS 1020, SHOWS TIES TO CORNER, SEC_ COR. FD. 212' ACAP BY G. HICKMAN & 4 BTS; -7" LP N5'E 77.6; -10"LIP S50'E321; -12" PP S29°W 53.6; -10" PP N56'W 41.1'_ 02-02-2022 (CS20737) CALDERA SPRINGS, PHASE A BY DAVID W. MILLS, PLS 01915, SHOWS TIES TO CORNER, MONUMENT STAMPED AS SHOWN IN FOUND DETAIL ON THIS OCRR, FOUND 2-12" ALUMINUM CAP ON 2 1/2' ALUMINUM PIPE, PER OCRR 0493. 02-02 2022 (GS20738) CALDERA SPRINGS OLU, PHASE A BY DAVID W. MILLS, PLS 01915, SHOWS MONUMENT STAMPED AS SHOWN IN FOUND DETAIL ON THIS OCRR, FOUND SECTION CORNER, 212' ALUMINUM CAP ON 2-12" ALUMINUM PIPE, PER OCRR 0493. 07-112022 (GS20858) CALDERA SPRINGS OLU, PHASE B BY DAVID W_ MILLS, PLS 01915, SHOWS TIE TO CORNER, MONUMENT STAMPED AS SHOWN IN FOUND DETAIL ON THIS OCRR, FOUND SECTION CORNER, 2-12" ALUMINUM CAP ON 2-12" ALUMINUM PIPE, PER OCRR 0493, DESTROYED BY CONSTRUCTION. 01-11-2023 (CS21010) CALDERA SPRINGS OLU, PHASE G-1, DAVID W. MILLS, PLS 01915, SHOWS TIE TO CORNER, MONUMENT STAMPED AS SHOWN IN FOUND DETAIL ON THIS OCRR, FOUND SECTION CORNER, 2-V7 ALUMINUM CAP ON 212' ALUMINUM PIPE, PER OCRR 0493, DESTROYED BY CONSTRUCTION. OREGON CORNER RESTORATION RECORD SOUTHWEST CORNER SECTION 9 T20S, R11E, W.M. DESCHUTES COUNTY, OREGON 03 -,26 -do a !�- REGISTERED PROFESSIONAL LAND SURVEYOR 'Oe��9Y Fe_4 ( 0 R E G 0 N MARCH 8, 2016 JACOB D. POWELL 90744PLS RENEWS: 12/31/2026 SHEET 1 OF 1