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HomeMy WebLinkAboutSurvey 20575D E S C H U T E S R I V E R NORTHERLY CORNER LOTS 32/33 S89'29.'51 "W 1/2" IRON ROD -NO CAP (R4) 19.67'(R4) `._ S88'4535"E 82.51' R4 _ N89 29 51 E 226.02 (R 1) 1.46RECORD OF SURVEY 18-11-23-AC \ \ \ TAX LOT 300 \ LINE TO BE ADJUSTED �� PROPERTY LINE .ADJUSTMENT 18-11-23-AC 247-20-000592—LL, AUGUST 2021 TAX LOT 200 LOT 32 AND A TRACT BEING PART OF \ Before: 1.23 Acres \ , After: 1.23 Acres \ \ '�, LOTS 33 & 349 Before: 0.63 Acres RIVER BEND ESTATES After: 0.63 Acres INSTRUMENT NO. NEW LINE PARTIAL RESUBDIVISION 2021-39980 \ , \ IN THE NE 1/4 OF SECTION 23, AREA TO ADJUST TOWNSHIP 18 SOUTH, RANGE 11 EAST, \ 25.00 790S• F. PUBLIC WILLAMETTE MERIDIAN \ ESMT. ` \ DESCHUTES COUNTY! OREGON 0 oj. tics �Cp\ r 6, \ C R I I ?�. \ •o�. o\ SURVEYORS E T F C E. �R>> AT I, DANIEL T. BURTON, A REGISTERED PROFESSIONAL LAND SURVEYORNO.' THOSE NO. 65719 IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I OR ��,, (R1) \ J °� INSTRUMENT NO. THOSE UNDER MY DIRECT SUPERVISION HAVE MADE A SURVEY OF THE A-(R1) \ \ 202�-39981 LANDS SHOWN ON THIS PLAT OF SURVEY AND FURTHER CERTIFY THAT .� SAID LANDS WERE CORRECTLY SURVEYED ACCORDING TO STATE \ \ STATUTES AND THE RULES OF COMMON LAW. \�Ss�9S , \ \ \ SURVEYOR'S NARRATIVE: \9 \ \ vol THE PURPOSE OF THIS SURVEY WAS TO ADJUST AND MONUMENT THE COMMON LINE BETWEEN THAT TRACT DESCRIBED IN INSTRUMENT NO. 2019-44896 (PART OF LOTS 33 & 34, TAX LOT 181123AC00300) AND THAT TRACT DESCRIBED IN INSTRUMENT NO. 2005-87598 (LOT 32, TAX LOT \ 181123AC00200), DESCHUTES COUNTY, OREGON. (R1) \ `� THE BASIS OF BEARINGS IS THE WESTERLY LINE BETWEEN RECORD MONUMENTS FOUND AT 'A' AND o 33 \ i N 'B', WITH THE BEARING TAKEN FROM (R1). CONTROL FOR THIS SURVEY WAS BASED ON THE RECORD \ `'s -'- 10 ` MONUMENTS FOUND AS SHOWN, PER (R1). THESE FOUND MONUMENTS WERE HELD IN THEIR FOUND POSITION FOR THIS SURVEY. THE SOUTH CORNER OF THE COMMON LINE ('C') WAS DESTROYED BY \ �� \ o o�. CONSTRUCTION. THIS POSITION WAS CALCULATED HOLDING (R1) DATA. �, \ `� ��� O s PO� I THEN ADJUSTED THE COMMON PROPERTY LINE BETWEEN THE SUBJECT PROPERTIES PER PLANNING �`�`\ (R1} 3 A NUMBER 247-20-000592-LL, AND AS REQUESTED BY THE CLIENT. MONUMENTS FOUND AND SET -Q�`cp• d'o DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY MAP. OAN � ' NEW LINE � ��0 11.0Ui to LEGEND - `� .-V�89 • = FOUND PER NOTED RECORD O = SET 5/8" IRON ROD WITH CAP MARKED "SCE&S", UNLESS NOTED OTHERWISE (R1) = LOT LINE ADJUSTMENT SURVEY BY DANIEL WOBBE (CS17142) MONUMENT=5/8" IRON ROD W/YPC MARKED "W&H PACIFIC" (R2) = RECORD OF SURVEY BY RICHARD HANKINS (CS09330) (R3) = RECORD OF SURVEY BY WALTER MILLER (CS09308) (R4) = RIVER BEND ESTATES PARTIAL RESUBDIVISION BY ARTHUR SHERMAN (CS09306) (C) = CALCULATED (M) = MEASURED SFNF= SEARCHED FOR, NOT FOUND Jo a k _� G J \\ M �z \ 1 G'b 'c' I SFNF SW CORNER LOT 33 R4 -J 'B'_(R1) * ' . Ik , ' 1 DESCHUTES COUNTY SURVEYOR FILED 9'15 J z02-4 BY:P-t-<,,Kte / ROD -NO ' CAP (R4) 100, - / PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 C-- Curve Table Curve Radius Length Chord Bearing Delta C1 2000.00 78.47 78.46 S57022'02"W 2014*53" C2 2000.00 89.71 89.70 S59°47'00"W 2034'12" C3 2000.00 14.84 14.84 S58042'14"W 0025'31" C4(R1) 2000.00 93.31 - 93.30 S57'35'13W 2"40'23" MC5(RI)2000.00 74.86 74.86 S5905945"W 20OF41" CLIENT: NYKANEN/PERKINS W.O. # 9207-04 SCALE.• 1 » JO' JO 0 JO REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARY 15, 1987 DANIEL T. BURTON 2248 RENEWS 12/31/21 PLATE ONE OF ONE FNA N C." v Gm CS 20 57S