HomeMy WebLinkAboutSurvey 20485f�l
PREPARED FOR
PAHLISCH HOMES
210 SW WILSON AVE, SUITE 100
BEND, OR 97702
SCALE: 1 "=100 FEET
100 0 20 50 100
14�
REMAINDI
Irp• 20
ORIGINAL Al
ADJUSTED F
ADJUSTED INS
E
L=88.21'
(N89'55'00"E)R1
N89'55'00"E
NORTH LINE OF THE SW 1 /4
OF THE NE 1 /4
/ 41
? �C4 L=7.47'
24.49' N47'37'32"W 4.50'
(N47'37'32"W 4.50')R2
C5 L=193.26'
�(193.26')R1,R3,R4
REMAINDER OF
INST. NO.
2020-13327
C6 L=95.37' S40'54'41 "E 86.00'
(95.37')R1,R3,R4 (S40'54'41"E 86.00')R1
(S40'55'48"E 86.00')R3,R4
S47'37'32"E 4.50' \ \ C7 L=44.43' (44.31')R3
(S47'37'32"E 4.50')R2
DAMAGED CAP, BENT, TIED AT SPIN---
R�
HOLE, BEARS S40'54'41"E 0.23'
5
(N77.52, "E 232.9g�,
\ 1N7�•512 „E 2g2.98
R OF INST. NO. •51'52 96 18
10-13327 NO CAP, BEARS
N 49'0519 E 0.11 136.2�'
EA. 3.53 ACRES± 3
'REA: 3.92 ACRES± ORIGINAL PROPERTY LINE ` Ln .
R. N0. 2021-16926,
C8 L=88.32' EXCHANGE M N
(HIBIT C (88.43')R3 + I AREA: Q
17,163 SF± o
DAMAGED CAP----------* o
C9 L=33.45'- / (0.39 ACRES±) N
S89'55'00"W 792.97' (33.45')R1,R3,R4
S89'55'00"W 654.48'
LEGEND
•
SET 5/8" X 30" IRON ROD W/YPC INSCRIBED
"AKS ENGR." ON: 03/05/2021
0
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R2); HELD UNLESS
NOTED OTHERWISE
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER (R1); HELD UNLESS
NOTED OTHERWISE
❑
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"BKRK LS 1642."; PER (R3); HELD UNLESS
NOTED OTHERWISE
p
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"PLS 1642; PER (R4); HELD UNLESS
NOTED OTHERWISE
Q
DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
INST. NO.
INSTRUMENT NUMBER PER DESCHUTES
COUNTY OFFICIAL RECORDS
W/YPC
WITH A YELLOW PLASTIC CAP
MP
MINOR PARTITION PER DESCHUTES COUNTY
SURVEY RECORDS
CS
DESCHUTES COUNTY SURVEY NUMBER
SF
SQUARE FEET
DAMAGED CAP
23.19'
(23.19')R1,R4�
f
REMAINDER OF CENTERLINE OF
INST. N0. C
2020-13331 OID CANAL
LATERAL 'A'
NO CAP, BEARS
S01'11'19"W 0.40'
1
DAMAGED CAP,
FOUND 5/8" IRON ROD BENT, TIED
W/YPC INSCRIBED AT POE, BEARS
"DEJARNETT LS 2208"; N09'06'26"W 0.18'
PER CS 02729
S89'53'07"W 189.52'
(S89'53'07"W 189.52')R1
(S89'52'00"W 189.67')R4
INST. N0. ' INST. NO.
2019-31575 2019-41614
S89055'00" W
' 138.49'
`�-C2 L=157.50'
I (157.50')R1,R3,R4
I
-N01I2'26"E 138.31'
(NO112'26"E 138.31')R1
(NO1'11'19"E 138.31')R3,R4
-N09'05'19"W 98.12'
(N09'05'19"W 98.12')R1
'(N09'06'26"W 98.2i')R3,R4
ADJUSTED
PROPERTY LINE
NORTH-EAST 1/16 CORNER
FOUND CAR AXLE; AS SHOWN ON
CS 02737 AND CS 02728
12.00'
(12.00')R1,R3,R4
(N89'54'06"E 340.49')R3
(N89'53'58"E 340.45')R1
N89'53'58"E 340.45'
INST. NO. 2018-21390
ORIGINAL AREA: 11.88 ACRES±
ADJUSTED AREA: 11.49 ACRES±
ADJUSTED INSTR. NO. 2021-16926,
EXHIBIT B
Cl L=74.78'
(74.78')R1
S89'53'07"W 26.78' (74.91')R3,R4
(S89'53'07"W 26.78')R1
(S89'52'00"W 26.85')R3,R4
(S89'52'00"W 636.18')R3,R4
(S89'53'31"W 636.15')R1
S89'53'31"W 636.15'
N C N
N N M
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40 0 M
ME
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0
0
RECORD OF SURVEY
PROPERTY LINE ADJUSTMENT
1 LOCATED IN THE SOUTHWEST 1 /4 OF THE
NORTHEAST 1 /4 OF SECTION 23, TOWNSHIP 17
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DATE: MARCH 5, 2021
NARRATIVE PLPLAM20210089
THE PURPOSE OF THIS SURVEY IS TO MONUMENT A PROPERTY LINE ADJUSTMENT BETWEEN THOSE TWO
PROPERTIES DESCRIBED IN INSTRUMENT NUMBERS 2018-21390 AND 2020-13327, DESCHUTES COUNTY OFFICIAL
RECORDS, PER CITY OF BEND PLANNING DIVISION PROJECT NUMBER PLPLAM20210089.
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(V CV N
�2
N
N�- . �::
N
cp (V p
b p N
p O O
cn o 0
V o
cn
O O
0 0
o
WW
SOUTH LINE OF NE 1 4 �' S00'02'29"W 40.00' ��
/ CL OF BUTLER MARKET ROAD
CENTER 1 /4 _ - (S00'02'06"W 40.00' R3 a
°
IF
CL OF BUTLER MARKET ROAD BUTLER MARKET ROAD E F E 4
REFERENCES
(R1) RECORD INFORMATION PER CS 20165, BY MICHAEL S. KALINA, FILED ON 3/18/2020
(R2) RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1", BY MICHAEL S. KALINA, RECORDED ON 01/28/2021
(R3) RECORD INFORMATION PER CS 11159, BY ROBERT M. KARL, FILED ON 7/28/1992
(R4) RECORD INFORMATION PER MP-89-19 (CS 02737), BY ROBERT M. KARL, FILED ON 7/20/1989
SOUTH LIN 0 N 1 /
CENTER -EAST 1/16 CORNER
FOUND 5/8" IRON ROD; PER CS
06982; BEARS S00'02'29"W 0.21'
(S00'02'29"W 0.21')R1
THE BOUNDARIES AND BASIS OF BEARINGS FOR THIS SURVEY ARE BASED ON DESCHUTES COUNTY SURVEY
NUMBER 20,615 (R1).
THE ADJUSTED PROPERTY LINE WAS ESTABLISHED AT THE CLIENTS DIRECTION.
THE DEED RECORDED IN REGARD TO THIS PROPERTY LINE ADJUSTMENT WAS FILED ON MARCH 17, 2021, AS
INSTRUMENT NUMBER 2021-16926, DESCHUTES COUNTY OFFICIAL RECORDS.
t3 ?�Ll
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6/30/21
JOB NAME: PETROSA-PLA
JOB NUMBER: 6777
DRAWN BY: MSK
CHECKED BY: JDP
DRAWING NO.: 6777PH2ROSPLA
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cf
(R1)
91.27'
46'56'31"
74.78'
N14'22'56"E 72.70'
91.27'
46'56'31"
74.78'
N14'22'56"E 72.70'
(R3),(R4)
91.27'
47'01'22"
74.91'
N14'24'15"E 72.82'
C2
696.50'
12'57'23"
157.50'
N07'41'07"E 157.17'
(R1)
(R3),(R4)
696.50'
12'57'23"
157.50'
N07'41'07"E 157.17'
696.50'
12'57'24"
157.50'
N07'40'12"E 157.16'
C3
460.00'
10*59'14"
88.21'
N3652'51"E 88.08'
C4
(R3),(R4)
72.36'
554'42"
7.47'
S23'45'36"E 7.46'
72.36'
C5
237.07'
46'42'26"
193.26'
S50 04'09"E 187.95'
(R1)
237.07'
46'42'26"
193.26'
S50'04'09"E 187.95'
(R3),(R4)
237.07'
46'42'26"
193.26'
S50'05'27"E 187.95'
C6
168.06'
32'30'30"
95.35'
S57'09'56"E 94.10'
(R1)
(R3),(R4)
168.06'
32'30'52"
95.37'
S57'09'56"E 94.10'
168.06'
32'30'52"
95.37'
S5711'14"E 94.10'
C7
(R3)
131.53'
19'21'09"
44.43'
S31 *14'07"E 44.22'
131.53'
19*18'02"
44.31'
S31'16'49"E 44.10'
C8
131.53'
38'28'28"
88.32'
S02'19'18"E 86.67'
(R3)
131.53'
38'31'36"
88.43'
S02'21'59"E 86.79'
C9
696.50'
2'45'07"
33.45'
S15'32'22"W 33.45'
(R1)
696.50'
2'45'07"
33.45'
S1532'22"W 33.45'
(R3),(R4)
696.50'
2'45'06"
33.45'
S15'31'27"W 33.44'
C10
(R2)
460.00'
42'35'35"
341.96'
S21'0441"W 334.14'
460.00'
42'35'35"
341.96
S21'04'41"W 334.14'
AKS ENGINEERING & FORESTRY, LLC
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062
503.563.6151
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
2048
[DESCHUTES COUNTY SURVEYOR
FILED 13 l315 f� BY: S ers