HomeMy WebLinkAboutSurvey 21260REFERENCES
( )R1 RECORD INFORMATION PER SURVEY, BY RICHARD L. BRYANT, FILED SEPTEMBER 28, 1990, AS COUNTY SURVEY 03870.
( )R2 RECORD INFORMATION RECORD PER MINOR PARTITION MP-80-27, BY DAVID L. HOERNING, FILED JANUARY 9, 1981, AS COUNTY SURVEY 03952.
( )R3 RECORD INFORMATION PER SURVEY, BY EDGAR W. GRAVES, DATED JULY 28, 1978, FILED AS COUNTY SURVEY 03956.
( )R4 RECORD INFORMATION PER MAJOR PARTITION MJP-78-10, BY EDGAR W. GRAVES, DATED FEBRUARY 1978, FILED AS COUNTY SURVEY 03964.
( )R5 RECORD INFORMATION PER MINOR PARTITION MP-88-49, BY GEORGE W. COLVIN, DATED JANUARY 21, 1989, FILED AS COUNTY SURVEY 03966.
( )R6 RECORD INFORMATION PER SURVEY, BY GEORGE W. COLVIN, RECORDED JUNE 5, 1980, FILED AS COUNTY SURVEY 08995.
( )R7 RECORD INFORMATION PER SURVEY, BY RICHARD L. BRYANT, DATED JULY 15, 2002, FILED AS COUNTY SURVEY 15040.
( )R8 RECORD INFORMATION PER SURVEY, BY SCOTT C. BOLDUC, FILED MAY 26, 2017, AS COUNTY SURVEY 19359.
( )R9 RECORD INFORMATION PER SURVEY, BY JOHN A. MCCOY, FILED NOVEMBER 28, 2017, AS COUNTY SURVEY 19507.
( )R10 RECORD INFORMATION PER SURVEY, BY JACOB D. POWELL, FILED OCTOBER 2, 2020, AS COUNTY SURVEY 20324.
( )R11 RECORD INFORMATION PER SURVEY, BY MICHAEL S. KALINA, FILED OCTOBER 20, 2021, AS COUNTY SURVEY 20641.
( )R12 RECORD INFORMATION PER "EASTON, PHASE 1", BY JACOB All EN CARSON, FILED AUGUST 3, 2022, AS COUNTY SURVEY 20876.
( )R13 RECORD INFORMATION PER "EASTON COMMERCIAL", BY JACOB ALLEN CARSON, FILED OCTOBER 11, 2023, AS COUNTY SURVEY 21176.
( )R14 RECORD INFORMATION PER QUITCLAIM DEED, DATED JULY 31, 2008, AS INSTRUMENT NUMBER 2008-32160, DESCHUTES COUNTY OFFICIAL RECORDS.
40'
H
W
W
IM
H
cn
Lo
T
uJ
cn
Lo
0-
P
0
Z
S89'56'22"W 60.00'
" **
1
ABBREVIATIONS
INST. INSTRUMENT NUMBER OF
DESCHUTES COUNTY OFFICIAL RECORDS
W/YPC WITH A YELLOW PLASTIC CAP
IR IRON ROD
SE EPIC PLACE
S89"56'22"W 60.00'
S00'03'38"E 6.84'
-N00'03'38"W 14.50'*
S89'56922"W 93 91'*
YEA5TON' 10
PHASE
TRACT 'C'
(N89'56'04"E)R1,R7
(N89'55'01 "E)R8,R9
(N89'54'42"E)R11,R12
BASIS OF BEARING
N89'54'42"E 1238.46'*
ADJUSTED PROPERTY
REMAINDER OF INST. 2022-6422
ORIGINAL AREA:17.79 ACRES ±
ADJUSTED AREA:23.58 ACRES ±
SE BARSTOW PLACE
N00'03'38"W 6.80
.----C10 L=13.90'*
S00
03 38 E 14.50 C7 L=6 43'
0 30' 30' _ �* 30' 30' C9 L=)21•85�*
SE ARCHER _►D _ C12 L-130.08
- C11 L=7.62
DRIVE M 589*56'22"W 110.00'* c11 (R) N87-29'30"w* C8 L=100•51'* 30' 30'
C9 (R) S07'03'38"W* __S00'15'14"W 8.00'* _ o
M
0
SURVEYORS NARRATIVE (R) N05'21'12"E* rn
THE PURPOSE OF THIS SURVEY IS TO ESTABLISH THE OUTER BOUNDARY OF INSTRUMENT NUMBER 2021-26044,
DESCHUTES COUNTY OFFICIAL RECORDS, THE REMAINING PORTION OF INSTRUMENT NUMBER 2022-6422,
DESCHUTES COUNTY OFFICIAL RECORDS, AND TO MONUMENT A PROPERTY LINE ADJUSTMENT PER CITY OF BEND
PLANNING DIVISION PROJECT NUMBER PLPLAM20230626.
THE DEED RECORDED IN REGARD TO THIS PROPERTY LINE ADJUSTMENT WAS RECORDED AS INSTRUMENT NUMBER 2024-03501,
DESCHUTES COUNTY OFFICIAL RECORDS.
THE ADJUSTED PROPERTY LINES WERE ESTABLISHED AT THE DIRECTION OF THE CLIENT.
THE BOUNDARY RESOLUTION FOR THIS SURVEY WAS ESTABLISHED PER "EASTON, PHASE 1", "EASTON COMMERCIAL" AND COUNTY
SURVEY 20324, ALL PREPARED BY AKS ENGINEERING AND FORESTRY. BOUNDARY RESOLUTION AND MONUMENTS FROM SAID PLATS
AND SURVEY WERE HELD. THE BEARINGS FOR THIS SURVEY ARE BASED ON "EASTON PHASE 1", THE BEARING OF THE SOUTH LINE
OF TRACT 'C' OF "EASTON, PHASE 1" IS NORTH 8954'42" EAST. SAID BEARINGS BEING BASED ON THE CENTRAL OREGON COORDINATE
SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION.
LEGEND
SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R11; HELD
❑ FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.", PER R13; HELD
FOUND 1/2" IR, PER R6; HELD UNLESS NOTED OTHERWISE
❑o FOUND 5/8" IR; PER R4, HELD
* MEASURED AND RECORD INFORMATION PER R13
(R) RADIAL BEARING
RECORD OF SURVEY
PROPERTY LINE ADJUSTMENT
A PORTION OF LOT 4 BLOCK 1 OF "RAINTREE", AND OTHER
LOCATED IN THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP
RANGE 12 EAST, WILLAMETTE MERIDIAN
9
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 14, 2024
PLPLAM20230626
(N89'57'21"E)R1,R7
(N89'57'04"E)R3
(N89'56'27"E)R8
(N89'57'04"E 659.49')R4
N89'56'30"E 7.11'* (N89'56'27"E 659.50')R9
(N89', 56'30"E 7.11')R11R12 PARCEL 1 (N89'56'30"E 659.44')R10
INST. No. N89'56'30"E 659.44'
SW 1 /16 2021-58433
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
530.00'
13'08'40"
121.59'
S619'06"E 121.32'
C2*
230.00'
21044'29"
87.28'
N10'37'00"W 86.75'
C3*
170.00'
21'44'29"
64.51'
N10'37'00"W 64.12'
C4*
1530.00'
0'32'29"
14.46'
S85'07'05"E 14.46'
C5*
1470.00'
0'44'31"
19.04'
N85001'04"W 19.04'
C6*
768.00'
0'31'12"
6.97'
NO'00'22"W 6.97'
C7*
708.00'
0*31'12"
6.43'
SO'00'22"E 6.43'
C8*
1470.00'
3'55'03"
100.51'
N80'20'06"W 100.49'
C9*
1530.00'
4'33'47"
121.85'
N80039'28"W 121.82'
C10*
230.00'
3'27'49"
13.90'
N1'40'17"E 13.90'
C11 *
170.00'
2034'08"
7.62'
S113'26"W 7.62'
Cl 2*
1530.00'
1 4'52'16"
130.08
N87'37'30"W 130.04'
'44'02"W 60.009*
(R) S89'44'02"W*
CIS L=6.979*
0000 i-N0015'14"E 14.60'*
►
O
i
J ui
O
ILLI
CL w
aQ
W _I
Lo
cn a
Cl
30' 30' Z
-05 L=19.04'*
04036'41 "E 60.00'*
L=14.46*
0015'14"E 21.38'*
:3 L=64.51'*
L=87.28'*
I ADJUSTED PROPERTY LINE
I Lo
"'
IW
I r
0
o
z
I
I
10
Inc
INS
�co
co
"'•
to
M �I
M �to
M
CCN
IS �� IL
r0
;nor 'coto -d-ICD
C:) C) � I
CS) � o 01
N Icn
co
tI ORIGINAL PROPERTY LINE
r
I
i
I'
I
N89'44'46"W 45.00'
S0015'14"W 14.
N89'44'46"W 429.55'*
_Lo
_ C6 _ _ _ SE EASTON PLACE _ _ 30' ,15'
L
co
M
i
SE LEDGER LANE I
M
N
'*WC-4
N o
� -
Lo
r Ln� �o
�Lo
Tvo
o V)
c
652.33'
LANDS
18 SOUTH,
ADJUSTED PROPERTY
INST. NO. 2021-26044
ORIGINAL AREA:10.16 ACRES±
ADJUSTED AREA:4.37 ACRES±
S8944'46"E 637.57'
EXCHANGE AREA: 5.79 ACRES±
INST. NO.
2018-37904
REGISTERED
PROFESSIONAL
LAND SURVEYOR
(657.56')R4
(657.53')R10
657.53'
S89059'09"W 761.53'
(S89'59'09"W 761.53')R10
(S89'58'57"W)R2,R3,�
SHEET 1 OF 1
PREPARED FOR
PAHLISCH HOMES
210 SW N7LSON AVE, SURE 100
BEND, OR 97702
DESCHUTES COUNTY Stl�YOR
FpLfpoz 16 ZOZ BYc �c�l i s
cn o rn LOT 8
(N N
a; o
N
� `D LOT 7
in
� �
co
Of
�I
C.4 u
_ �Lo
Lo
� 3:
- oo
N O pp
o � o
NN'r'`n
0 o CD
En
cn
r
cal
r-
CV
BENT, TIED SPINHOLE -
BEARS S58038'00"W 0.20
REPLACED WITH • AT
TRUE CORNER
SCALE: 1 "=100 FEET
100 0 20 50 100
LOT 6
T__14.91' \
"RAINTREE N\
BLOCK 1
0
cqoN LOT
M d-
N N co
(N58'38'29"E)R5,R6
(N58'38'00"E 23.57')R10
(N58038'29"E 23.57)R14
N58"38'00"E 23.57' I
S43'5837"E 112.89'
(S43'59-38-E 112.88')R5,R6
(S43'58'37"E 112.89')R10,R14
INST. N0.
(104.00') 2017-41850
R5,R6,R10, . S12.56'49"E
104.00'
21.55'
(S12'57'50"E 21.55')R5,R6,
(S12'56'49"E 21.55')R10,R14
INST. NO.
2017-25963
2 126E-