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HomeMy WebLinkAboutSurvey 20844I" IRON PIPE -UP 1.0' (NO RECORD) -HELD FOR R/W EAGLE VIEW ESTATES 5/8" IRON ROD, NO CAP (R1) SFNF 1/4 COR PER OCRR 0940 HELD AS E. 1/16 CORNER FOUND BTS AND SE CORNER EAGLE VIEW ESTATES 1/2" IRON ROD 1/2" IRON ROD -NO CAP (R4) 5/8" IRON ROD -NO CAP (R4) NO CAP (144) NOT HELD, , [HELD FOR NORTH LINE 2 LOT 2 HELD 3 FALLS 0.26 S. 1/2" IRON ROD 5 g " IRON NOT HELD FOR LINE LOT ( ) 1 p C K , „ , LOT LOT 4 NO CAP (R4) LOT 2 LOT 9 6.0 6 R 5 LOT B L N89'59 21 W 1306.97 (R4) HELD g LO CK FALLS 0.25'S. 96.18'(M) 339.73'(M) 340.00'(R4) _165.88'(M)165.00'(R4)_ „_163.96'(M)165.00'(R4) 212.60' ! S89'56'50"W 919.22'(M) 9E'-(R1) N89'56'50"E 387.587M) 388.30'f(D)(R1) 1I �} BASIS OF BEARINGS R1 N89 56 50 E 1326.79 (M) 1327.08 (R1) 1/2" IRON ROD 20.00'(R4) 8c HELD 20.25'(Mj HELD + _�N4'12'26"E 55.41'(M) 1 1 ' S89'39'36"W 30.00' 36.70'(M)(R1) N4'18'21"E 55.41'( 20.00' (R8) � (R1 ) 1 i HELD 1 1 -�'30'I '^ i 1 Zp22�353' C.O.I.D A-11 LATERAL 1 1 GvME�T �gCt © o 1 ' 41- N N Q- 2022�353, � ell w D r_ 9; w � � 0co A 01 w i ! %� 1 co a o o 001 z ( 1 r of 1 cr_ 1 oz S89'56' 13"W 977.00'(M) I rn N89'58'20"E 444.61'f(D)(R1) (R8) N89'56'1 YE 531.75'(M) �. _ N89'56' 1 YE 445.25'(M) HELD 1 r (R8) (R1) �' 422.75'(M) L`' o HELD o22-B353� 1/2" IRON ROD I 22.50'(M) ADJUSTED NORTH TRACT 1 0 o NO' 2 OLD LINE BEFORE: 11.85 ACRES* 1 1 vM�� 1g1� G AFTER: 12.78 ACRES t o o I DOGC1r'1 247-22-000216-LL Iz r DOCUMENT NO 2022-24426 z 1 Q � IM O 1r N I N M W w Ip to EXHIBIT A 1 N � N a0 0 NEW LINE 0 M 247-22-000216-LL 1 �' M S89'5725"W 294.55' o N 279.55' 0 15.00 1 co 0 r J oo DETAIL -1 "=10' o �c'd�. ADJUSTED SOUTH TRACT 1 �oN BEFORE: 3.94 ACRES f 1 Q 1 •4,� v'�; AFTER: 3.00 ACRES t 1 W 1 (R1}BADLYBENT 51W DOCUMENT NO. -■-�JL20.00'(118) N89'56'50"E 551.88'(R1) IRON ROD, NO CAP S89'58'20"W 284.90'(D)(R1) C2 S89'57'25"W 188.84' 2022-24426, EXHIBIT B HELD S89'56'50"W 531.72'(M) NOT HELD /� S89'57'25"W 285.43'(M) 173.84' -------------(7 7 1 -_-__-__-----_-----__-__i__ S89'56'50"W 531.72'{M) 3p.00� 42.57' U 195.71' M D R1 ' � 27.67'(M) 27.46'(D2) 171226ABOO500 (VOLUME 233, PACE 20) ( )( )( ) 15.00 I-- -- -- -- -- -- -- -- -- -- -- -- -- -- N 1\189'S7'25"E 864.67'(() 4 N89'57'25"E 238 28'(M) 0 0 i MONUMENT NOTES I I I 'A' = 518" IRON ROD W/YPC MARKED "HWA" PER OAKVIEW i PH. V (CS14921) HELD FOR R/W 'B' = 5/8" IRON ROD (CALLED 1/2" ON (R3)) NO CAP, NO RECORD FALLS ON SECTIONAL LINE 1.28'S. OF DEED CALL 1/2w IRON ROD / I (R7) ' HELD i I I � o i r r r I � 0 0 M� I M 0 I 0 Curve Table Curve Radius Length Chord Bearing Delta C1 50.00 124.90 94.87 N71°36'29"W 14300T48" CI(D) 50.00 124.90 94.87 N71 °35'30"W 14300T46" CI(RI) 50.00 124.90 94.87 - 143"OT46" C2 50.00 92.73 80.00 S89°5T25"W 106°15'37" C3 50.00 32.18 31.62 N18028'41"W 36'05Z12" Line Table LINE BEARING LENGTH L1 N2037'23"W 26.70' L2 N7008'13"E 55.OT L3 N29002'38"E 155.25' L4 N5000'43"E 98.86' L5 N2020'05"W 49.01' L6 N23°1919"W 138.98' L7 N57°09'40"E 10.60' L8 N87001'20"E 10.00' L9 N83046'40"E 10.66' L10 S51°09 WE 10.48' L11 S83022'28"E 10.00' L12 S8504T34"E 15.00' .C,- (R2) N89'58'20"E 238.28'(D) 13.51' HELD (R8) i HELD � `rn I ' ♦ 1 ♦ L7� SEE MONUMENT HELD D �� NOTE '13 L8LO SFNF I HERLD ��� S89'57'25"W r � N � I 53 20.00'(M) N n N ' 0• .$�' S89'58'20"W 1 N ' M�N� �B ' J 20.00'(D)(R3)o 1 !DOG ;4118 � w w o= "� . M n P (R8) � �.1 I � HELD �� o o l 1 '� a o r r 0Q0 L9 00� 1,700 M N `- to o 1 r to z I ♦ Ld N CO / - �1 �04 rn co C N °�° � o cc) , 4� ZZ Zo2z y: RECORD OF SURVEY -PROPERTY LINE ADJUSTMENT - PLANNING # 247-22-000216-LL TRACTS OF LAND LOCATED IN THE NW QUARTER OF THE NE QUARTER OF SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M. DESCHUTES COUNTY, OREGON MAY 2022 SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY WAS TO MONUMENT A PROPERTY LINE ADJUSTMENT BETWEEN THOSE TRACTS OF LAND DESCRIBED AS EXHIBITS A AND C IN DOCUMENT NO. 2022-8353, DESCHUTES COUNTY OFFICIAL RECORDS, AND AS APPROVED IN COUNTY PLANNING FILE NUMBER 247-22-000216-LL, AND PER OUR CLIENT'S DIRECTION. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE NW 1/4 OF THE NE 1/4 OF SECTION 26, WITH THE BEARING TAKEN FROM CS02807 (R1), FROM RECORD MONUMENTS FOUND ON THIS LINE AT THE EAST 1/16TH, CORNER, A REFERENCE MONUMENT TO THE CANAL FROM (R1), AND LOT CORNERS ON THE SOUTH LINE OF THE PLAT OF EAGLE VIEW ESTATES (CS06961)(R4). THE BOUNDARIES OF THE SUBJECT PARCELS WERE DETERMINED IN OUR PRIOR SURVEY, CS20765, AND WERE HELD PER THAT SURVEY, FROM RECORD MONUMENTS FOUND AS SHOWN. THE ADJUSTED LINES WERE THEN ESTABLISHED AND MONUMENTED AS SHOWN. MONUMENTS SET OR FOUND DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED SURVEY MAP. SURVEYOR'S CERTIFICATE: REGISTERED I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND SURVEYOR PROFESSIONAL NO. 2248 IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I LAND SURVEYOR OR THOSE UNDER MY DIRECT SUPERVISION HAVE MADE A SURVEY OF THE 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. OREGON JANUARY 15, 1987 DANIEL T. BURTON 2248 LEGEND RENEWS 12/31 /23 i = FOUND MONUMENT AS NOTED O = SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" (R1) = SURVEY BY GEORGE COOK (CS02807) MONUMENT= 5/8 IRON ROD OR 1/2, IRON ROD AS NOTED, NO CAP (R2) = SURVEY BY RICHARD HANKINS (CS02772) MONUMENT=1 /2" IRON ROD, NO CAP (R3) = PROPERTY LINE ADJUSTMENT SURVEY BY R. KARL (CS16465) MONUMENT=5/8" IRON ROD W/RED CAP MARKED "KARL" (R4) = PLAT OF EAGLE VIEW ESTATES BY RICHARD GRAUE (CS06961) MONUMENT=1 /2"OR 5/8 IRON ROD AS NOTED, NO CAP (R5) = SURVEY BY JOHN BLUNT (CS06963) (R6) = PLAT OF BRADETICH PARK BY GARY HICKMAN (CS06041) MONUMENT=5/8 IRON ROD W/YPC CAP MARKED CWEC (R7) = MP 80-99 BY EDGAR GRAVES (CS02769) r zz'' o =... ' o 0 0 SCALE: 1 100 l co z m 1 , 7- cn (R8) = PROPERTY LINE ADJUSTMENT SURVEY BY DAN BURTON (CS20765) I ' HELD 1r• L10 o MONUMENT=5/8" IRON ROD W/YPC MARKED "SCE&S" 0 100 S89.57'41 "E (R6) L1 1 l 0 i cn N89'!58'20"E 1326.74'(R1) N I (R6}BENT S89 57 25 W 1326.67 (M) S89 582 0"'W 1 422 51 {( )) 20.00' M R3 ' (D) = DOCUMENT N0. 2021-47081 (R6) CAP GONE (R6) (R6) S89 57 25 W 10 422.51 (M) CAP GONE CAP GONE CAP GONE ~� BEAL / �. - 206.99 (M) L1 215.52 (M) , (D2) = VOLUME 233, PAGE 20 (6/18/1976) DR 296.00' (M)(R6) ` '118.43'(M)(R6) 220,20'(M) 220.00'(R6) 7 - --�� 5 8- IR NO CAP 642.24'(M) W YPC= WITH YELLOW PLASTIC CAP - - tSEE Q 58.80' M (R8) /(R8) 54.72 (M) ,D, SFNF /``MONUMENT 1 ( ) NOTE 'A' LOT g LOT 213 LpT 3 p � ,( ) pT 1 T 2 HELD 3 HELD IRON ROD BLOCK BLACK BLOCK8 J Io 60.00R6 BLOCK6 g K6 g°OcK6 5180CAP GONE SFNF= SEARCHED FOR, NOT FOUND (R3)-HELD P A R K (C) = CALCULATED (M) = MEASURED B R A D T I C HPREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 - WEB: suncountry.engineering CLIENT: ROSENGARTH W.O. # 8986-04-LLA-2 PLATE ONE OF ONE