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HomeMy WebLinkAboutSurvey 21117LOT 17, BLOCK 2 [IF A REPEAT OF A PORTI❑N [IF CIMARR❑N CITY, LOCATED IN THE NW 1/4 OF SECTION 16) T,17 S , R,13 E , W.M., IN DESCHUTES COUNTY, OREGON Curve Table Curve # Length Radius Delta Chord Length Chord Bearing C1 15.81' 20.00' 044°45'46" 15.41' S71°38'20"E C2 38.29' 50.00' 043°54'36" 37.36' N68°26'51 "W C3 78.40' 50.00' 089°50'42" 70.62' S44°40'59"W C4 78.92' 50.00' 090°26'27" 70.98' S45°27'36"E C5 38.40' 50.00' 044000'19" 37.46' N67019'01 "E C6 15.82' 20.00' 045-19'22" 15.41' S63°07147"W Record Curve Table Curve # Length Radius Delta C1 15.50' 20.00' 044024'55" C2 38.47' 50.00' ____ C3 78.83' 50.00' ____ C4 78.25' 50.00' ____ C5 39.05' 50.00' ____ C6 15.50' 20.00' 044°24'55" 1003 FOUND 2" Iron Pipe with no cap Sec 16, T.17S., R.16E., W.M. CS 06390 989,74' N00° 00' 42'E (990,42' N00° 02' 50"E) LOT 9 1002 FOUND 1 /2" IR, HELD NW Corner lot 9 330.35' CS 06390 (330.14') RECORD OF SURVEY For:Ethan Green SURVEYORS CERTIFICATE: I, Clinton Stephen Ward, a Registered Professional Land Surveyor No, 88575 in the State of Oregon, do hereby certif y that I have made a survey of the lands shown on this plat of survey and f urther certif y that said lands were correctly surveyed according to State Statutes and the rules of Common Law, SURVEYORS NARRATIVE: The purpose of this survey was to reset the missing property corners of Lot 17, Block 2 of A REPLAT OF A P❑RTI❑N OF CIMARR❑N CITY, The northwest corner & southwest corner were Found Iron Rod as noted Q 1005 & 1006 determined by single proportion between monuments 1001 & FOUND 5/8" IR 1002, No monuments were found on the north side of Sage Calculated position, 1008 court, nothing found or set FOUND 1IR 1007 I h lol the record 60' Right-of-way width for Sage Court, CS 063900 FOUND 5/8" IR I also held point 1007 for the center of the 50' radius Set 5/8" X 30" IR w/ "WARD O 60 HELD FOR CENTER OF CUL-DE-SAC Bent, under asphalt. tied at bend at the cul-de-sac and the line between the northwest YPC LS 88575" CS 06390 corner and point 1007 to determine the position of the northeast corner. I found point 1005 0,18' short so did Record measurements (XXXXXXXX) not hold for the radius of the cul-de-sac, IR= Iron Rod Monuments were held as noted, YPC= Yellow Plastic Cap _ 3 3 M 00 Monuments set this survey were set April 17, 2023 LOT � Mn SOT 0 O, 18 BASIS [IF BEARING; 1 5 �- Was determined by measuring between points 1001 and 1002, U ° ° being North 00°01'23" East, CO 00 Basis of Bearings Determined By RTK (Real Time Kinematic) Li Observation From an IMAX-GNSS Solution From the Oregon U Real Time GNSS (❑RGN) Network. Q M M The coordinate system used for this survey was the (n � o� Oregon Coordinate Reference System (❑CRS) Bend- Cu N v Redmond- Prineville Zone, C1 REFERENCES; C6 (R1) (CS 06390) REPLAT OF A P❑RTI❑N OF CIMARR❑N CITY, by C2 1006 1004 Richard W. Burton, Dated October 20, 1970 C5 280,38' S00° 06' 59"W FOUND 1 /2" IR (280.17' S00° 02' 49"W) (280,17' S00° 02' 49"W) CS 06390 1g07 1005 49,82' S00° 40' 59"E C (50,00') 3 C4 w w W 00 Mo U7 � s 3 CU 00 M CO � o ° LOT � �- LOT LOT z �, 't co z 16 ° CO ° 17 24 0� o 0 O, DEED N0. 1997-4630623 Ln 6 o Firm Name and Address 0 � ClJ 0 � M 0� M M co v Ward Surveying, LLC v � o GN (541)480-1 106 N N 1001 clintsward©gmail.com FOUND 1/2" IR, HELD 60626 Bozeman Trail SW Corner lot 24 Bend, Or. 97702 CS 06390 330.35' 330.35' (330,14') (330,14') (1320,56' N00° 02' 50'E) BASIS OF BEARINGS 1321.40' N00° 01' 23'E COUNTY SWUL' i xu ZD13ytesCO 1 LUkVix"r� Z 330,35' (330,14') EGISTERED )FESSIONAL D SURVEYOR OREGON DECEMBER 03, 2014 CLINTON S. WARD 88575 RENEWS: 06-30-2024 Project Name and Address Ethan Green 22815 Sage Court Bend, Oregon 97701 r Sheet Sage-Ct 7/2023 = 80'