HomeMy WebLinkAboutSurvey 20765I" IRON PIPE -UP 1.0'
{NO RECORD} -HELD FOR RNY E /� IEW
ESTATES
L y� 11L , 5" IRON ROD, NO CAP (R1)
SFNF 1/4 COR PER OCRR 0940 . HELD AS E.1116 CORNER
FOUND BTS 1/2" IRON ROD 112" IRON ROD -NO CAP (R4) AND SE CORNER EAGLE VIEW ESTATES
5/8" IRON ROD -NO CAP (R4) NO CAP (R4) NOT HELD, ,
HELD FOR NORTH LINE 2 LOT 2 HELD 3 FALLS Q.26S. 1/2" IRON ROD 5 6 8 IRON NOTELD FOR LINE 96.06 (R5)
O C K „ LOT O•[ 4 NO CAP (R4) LOT 2 LOT,
LOt g L N89'59 21 Wf_1
306.97 (R4) L HELD BLOCK FALLS Q.25'S. 96.18 (M)
339.73'(M) 340.00'(R4) _ 65.88'(M)165.00'(R4)_. ._163.96'(M)165.00'(R4) 212.60'(M) _
<T < S89'56'50"W 919.22'(M) 'E'-(R1) N89'56'50"E 387.58'(M) 388.30'±(D)(R1)
BASIS OF BEARINGS (R1) N89'56'50"E 1326.79'(M) 1327.08'(R1) 112" IRON ROD �� j
N4' 12 26 E 55.41 (M)
20.00'(R4) & HELD 20.25'(M) HELD N4'13'21"E 55.41'(D)
S89°39'36"W 30.00'(M) 36.70 (M}(R 1) j�j N4' 18'21 "E 55.41'(R1)
20.00' L12J 1
1
1 ADJUSTED T/L 171226ABOO400 ><
BEFORE-9.76 ACRES t 1
' 1 AFTER-10.34 ACRES t 1
�-' 30' I DOCUMENT NO.2022-8353,
EXHIBIT D
1
1 1
' I 10 PARCEL 1 :2PARCEL 4 z 1
2021-47081 0 I 2021-47081 1 C.O.I.D A 11 LATERAL
I o 1
00 i
00 0 ccn 1
� z
�1
I M I 1 N 00 c 1 [if
00 , v, OLD LINE
°'1 m I 247 21-000767-LL 0 1
w p
o
D00
in
S89'56'13"W 977.00'(M)N89'58'20"E 444.61'f(D)(R1) orn
i N89`56'13"E 531.75'(M) �, _ N89'56'13"E 445.25'(M) 1
' I HELD
422.75'(M) 00
w 112" IRON ROD I 22.50'(M)
1
0 1 NEW LINE i 1 0
1 0
I O I 1 247-21-000767-LL 1 0
Io
z ADJUSTED T/L 171226AB00200 OLD LINE 1
i BEFORE: 4.51 ACRES t N 0 247-21-000766-LL Q 1
ATFER: 3.93 ACRES t N o
0
Q DOCUMENT NO.2022-8353, ►N o N PARCEL 3 i M
EXHIBIT C 1 0� po 12021-470811 ADJUSTED T/L 171226ABOO100 1
1 N BEFORE: 11.14 ACRES t
I Q
o AFTER: 11.85 ACRES t
00
W I o o f DOCUMENT NO.2022-8353, t o
J 10 1 o EXHIBIT A t o
100
\
1 z (R1 )-BADLY BENT 5/8" 1 1
U 1 IRON ROD, NO CAP 1 i
W 20.00' N89`56'50"E 551.88'(R1) NOT HELD S89`58'20"W 284.90'(D)(R1) SFNF
I i S89'57 25 W 285.43 M
S89'S6 50 W 531.72 (M} ( ) - % 42.57'(M) 13.51'(M) PARCEL2 j
27.67'(M) 27.46'(D2) 171226ABOO500 (VOLUME 233, PAGE 20) 30.W 195.71'(M)(D)(R1) 12021-470811
N89'S7'25"E 864.67'(C) g���• N89'S7'25"E 238 28'(M)
30' �1
I 171226ABOO600
I I i
1
' I
� I
'
112" � I
IRON
I 1
ROD MONUMENT NOTES DETAIL - 1"=10'
(R7) 1
HELD
' , 'A' = 5/8" IRON ROD W/YPC MARKED "HWA' PER OAKVIEW
PH. V (CS14921) HELD FOR RAN
v i 'B' = 5/8" IRON ROD (CALLED 1/2" ON (R3)) NO CAP, NO
o I I RECORD FALLS ON SECTIONAL LINE 1.28'S. OF DEED CALL
o �
M M)
W I ,
00I
a o I
z ' I SCALE 1 =100'
I �
Curve Table
Curve
Radius
Length
Chard
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
1430OT46"
FR1)
50.00
124.90
94.87
-
143`OT46"
Line Table
LINE
BEARING
LENGTH
L1
N2°37'23"W
26.70'
L2
N7°08'13"E
55.OT
L3
N290O2'38"E
155.25'
L4
N5°00'43"E
98.86'
L5
N2°20'05"W
49.01'
L6
N2301091W
138.98'
L7
N57°09'40"E
10.60'
L8
N8r01'20"E
10.00'
L9
N83046'40"E
10.66'
L10
S51 °09'55"E
10.48'
L11
S83022'28E
10.00'
L12
S8504T34"E
15.00'
'C`- (R2) ./
SFNF N89'S8'20"E 238.28'(D)
j
HELD
I
i
frn
i
1
1
SEE
1
L7�
MONUMENT
NOTE 'B'
1
� 1
ADJUSTED T/L 171226AB00300
L8
SFNF
i
�.r.l
BEFORE: 3.65 ACRES
v
AFTER: 2.94 ACRES t
S89'57 25 W
N
DOCUMENT NO.2022-8353,
20.00'(M
)
S89°58'2o"w
M o t
EXHIBIT B
1
1
20.00'(D)(R3)to
,
1
N d
4-
(D�,
NEW LINE
o � �
L �
247-21-000766-LL
a v
o o `a6 1
00 o'
i n o
o�l
Qoo
L9
So
0 0°'
N
c� o
O Z 7-M
r M
M
z 1
W 1
rn
I co
16 �:
A,)
00 N f
� N
v
O 0 0o
I
C.O.I.D A 11 LATERAL o 3
1 L10 Q ZU'1 i _
O co
I
0 100
S89'57'41 "E (R6)
L1 1
I o
i
N89'58 20 E 1326.74 R1
N
SFNF
I
S89'57'25"W 1326.67'(M)
(R6}BENT
j S89'S8'20"�W 422.43'(R3)
S89'58 20 W 422.51 (D)
20.00 (M)(R3) I '
- -
SFNF
(R6)
% CAP GONE
CAP GONE (R6) {R6)
CAP GONE f CAP GONE
SFNF
S89'57'25"W 422.51'(M)
IIm
TM UN
No '
1
1
PREPARED BY:
296.00'I (M)(R6)
NT LOT 1
BL(cK$
SUN COUNTRY
LOT 2
BOCK 8
11L� 1L �
ENGINEERING &
w.-
. JT 220.20'(M) 220.00'(R6)
3 Q 58.80'(M)
LOCK P. yam- ID 60.00' (R6) LOt
J BLOCK 6
SU
-L-a- D
1L
SURVEYING, INC., 920 SE ARMOUR RD
206.99 (M) L1 215.,i (M) �, t
642.24'(M)
pSFNF
LO-T K6 Loy 5V IRON ROD
SLOG iLOCK6 54.72'(M)
CAP GONE
(R3)-HELD
BEND, OR 97702 (541) 382-8882 - WEB: suncountry.engineering
RECORD OF SURVEY
-PROPERTY LINE ADJUSTMENTS-
247-21-000766-LL & 247-21-000767-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
MARCH 2O22
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT PROPERTY LINE ADJUSTMENTS BETWEEN THOSE TRACTS OF
LAND DESCRIBED AS PARCELS 1 (CURRENT T/L 400), 2 (CURRENT T/L 100), 3 (CURRENT T/L 300) AND 4
(CURRENT T/L 200) IN DOCUMENT NO. 2021-47081, DESCHUTES COUNTY OFFICIAL RECORDS, AND AS APPROVED
IN COUNTY PLANNING FILE NUMBERS 247-21-000766-LL AND 247-21-000767-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). THIS LINE WAS HELD AS THE NORTH LINE OF THE SUBJECT
PROPERTY (PARCELS 1, 2 AND 4).
THE SOUTH LINE OF PARCEL 2 WAS HELD AS THE SOUTH LINE OF THE NW 1/4 OF THE NE 1/4 OF SECTION 26
FROM RECORD MONUMENTS FOUND ON THIS LINE AT 'D', THE NW CORNER OF LOT 2, BLOCK 6, BRADE11CH PARK,
THE NW CORNER OF LOT 1, SAID BLOCK 6, AND THE NE CORNER OF LOT 2, BLOCK 8, BRADE11CH PARK.
THE SW CORNER OF PARCEL 2 WAS RE -SET AT RECORD DEED DISTANCE OF 422.51' FROM THE NE 1/16 CORNER.
THE WEST LINE OF PARCEL 1 WAS HELD AS THE EAST R/W LINE OF EAGLE ROAD. WITH SAID EAST RIGHT OF WAY
LINE ESTABLISHED AT RECORD 50 FOOT WIDTH FROM MONUMENTS FOUND, HELD AS SHOWN, ON THE WEST RIGHT
OF WAY LINE OF EAGLE ROAD.
THE SOUTH LINE OF PARCEL 1 WAS HELD PER CALLS IN DEED AND ADJOINER DEED, VOLUME 233, PAGE 20,
RECORDED 6/18/1976 (T/L 500) AS 800 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF THE NW 1/4
OF THE NE 1/4 OF SAID SECTION 26. THE SW CORNER OF PARCEL 1 WAS SET AT THE INTERSECTION OF SAID
EAST R/W LINE AND SAID SOUTH LINE OF PARCEL 1.
THE SOUTH LINE OF PARCEL 3 WAS HELD PER CALLS IN DEED AND ADJOINER DEED, VOLUME 233, PAGE 20,
RECORDED 6/18/1976 (T/L 500) AS 30 FEET NORTH FROM THE MONUMENT FOUND AT 'C' PER (R2), WITH THE
CURVE HELD PER DEED CALLS AND (R1) DATA. THIS LINE WAS ESTABLISHED 30 FEET NORTH OF THE MONUMENT
FOUND AT 'C', PER DEED AND (R1).
THE EAST LINE OF PARCEL 2 WAS HELD PER DEED CALLS FROM THE RECORD MONUMENTS FOUND AT THE EAST
1 /16 CORNER, 'B' AND 'D'.
THE WESTERLY LINE OF PARCEL 2 WAS HELD AT DEED AND (R1) CALLS FROM RECORD MONUMENTS FOUND OR
REFERENCING THIS LINE AT 'C', 'D' AND 'E'.
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:
I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND SURVEYOR NO. 2248 IN THE STATE OF OREGON, DO
HEREBY CERTIFY THAT I 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.
LEGEND
0 = 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) REGISTERED
(D) _
(D2) _
W/YPC=
SFNF=
(C) _
CLIENT: ROSENGARTH
DOCUMENT NO. 2021-47081
VOLUME 233, PAGE 20 (6/18/1976)
WITH YELLOW PLASTIC CAP
SEARCHED FOR, NOT FOUND
CALCULATED (M) = MEASURED
W.O. # 8986-04
JPROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 15, 1987
DANIEL T. BURTON
2248
RENEWS 12/31 /23
PLATE ONE OF ONE
N
cm
4A
CS 20765
DESCHUTES COUNTY SURVEYOR
TIED 03 07 zoz2_ sy: C'o1lioS