HomeMy WebLinkAboutSurvey 21221PROPERTY LINE ADJUSTMENT SURVEY
PARCELS 1 & 2 OF PARTITION PLAT NO. 2020 - 33 LOCATED IN THE SW1 /4 OF
THE SE114 OF SECTION 5, T20S, R11 E, W.M., DESCHUTES COUNTY, OREGON
DESCHUTES COUNTY PLANNING FILE: 247-22- 000172-LL
CURRENT TAX LOTS: 20-11-05DC-00500 & 00501
LOT 6, BLOCK 3
BUSINESS PARK 111
BASE BEARING
(N89'32'11 "E N 223.77)R4
- N89'32' 11 "E N 223.74 -
/ do -
EXISTING UNDERGROUND UTILITY / w C l
EASEMENT PER PARTITION PLAT / > �- a PARCEL 1 AND A
NO. 1993-52 � �
/ L N PORTION PARCEL 2
§� M RESULTING T.L. 501
0 55549 S.F. (1.275 AC.)
c�? o o INST. NO. 2023-01481
� W g C-4 04
SCALE 1 " = 40' h� �ZQ: W
0 20 40 80 FT. l �°' \ //
ry 0) /
Q
lz
Q(N89'32' 11 "E N 326.49)R4 N
N89'31 '45 "E N 326.50 + -�
N / N89'31 '45 "E 221.72 N89'31 '45 "E 104.78EXISTING UTILITY
EASEMENT PERRGROUND PARTITON PLAT
NO. 1993-52
1\ �ujW
z
ADJUSTMENT FROM T.L. 500
'Mac TO T.L. 501 9826 S.F.
�CIV �d` o INST. NO. 2023-01479
4�•�� / �oLo `o
EXISTING PRIVATE UTILITY co / > a
EASEMENT PER INSTRUMENT 1 '` / a o
NO. 2017-43328 �l / v a Q -'
EXISTING BUILDING
aCo
h
Ivry°
/ / V
PORTION PARCEL 2 Q• J�
RESULTING T.L. 500
60692 S.F. (1.393 AC.) O
INST. NO. 2023-01480
1 /
A �1
C4
DESCHUTES us iY
!z Zo -oz igy: e° i S
T PP_L-7>\rn
• FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS 10687: ASSUMED SET PER
CSO4491 BY DAVID K. BATEMAN FILED 0110911989. CSO4491 NOTES FOUND 5/8" IRON ROD.
FOUND 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "LS 2253" PER PARTITION
PLAT NO. 1993-52 (CS11588) BY SCOTT C. FRESHWATERS FILED 0811811993.
O FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527" PER PARTITION PLAT
NO. 2020-33 (CS20323) BY ME FILED 1010212020.
O SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP MARKED "LS2527':
RESULTING BOUNDARY LINE.
• BOUNDARY LINE BEING ABANDONED.
- - - - EASEMENT LINE AS NOTED.
------ DIMENSION LINE
L 1 LINE DESIGNATION - REFER TO TABLE FOR DATA.
C 1 CURVE DESIGNATION - REFER TO TABLE FOR DATA.
TYP. TYPICAL.
T.L.
CURRENT TAX LOT IDENTIFICATION.
( )R1
(
NOTE.
RECORD DATA PER BUSINESS PA
RK Il (CS06099) BY RICHARD L. BRYANT RECORDED 1212111977.
RECORD DATA PER CSO4491 BY DAVID K. BATEMAN FILED 0110911989.
RECORD DATA PER BUSINESS PARK ill (CS06100) BY DAVID K. BATEMAN FILED 02/14/1989.
RECORD DATA PER PARTITION PLAT NO. 1993-52 (CS 11588) BY SCOTT C. FRESHWATERS
FILED 08/18/i 993.
RECORD DATA PER PARTITION PLAT NO. 2020-33 (CS20323) BY ME FILED 1010212020
MATCHES MEASURED DATA THIS SURVEY AND IS NOT NOTED HEREON.
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM THE NORTHERLY BOUNDARY LINE OF PARCEL 2 OF PARTITION PLAT
NO. 1993-52 (CS11588) AS RECORDED ON SAID PLAT BY SCOTT C. FRESHWATERS FILED 0811911993.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE COMMON BOUNDARY BETWEEN PARCELS 1 AND 2
OF PARTITION PLAT NO. 2020-33. THE ADJUSTMENT WAS APPROVED BY DESCHUTES COUNTY PLANNING
UNDER FILE NO. 247-22-000172-LL. RECORD SURVEYS INCLUDED BUSINESS PARK II (CS06099),
CSO4491, BUSINESS PARK 1I1 (CS06100), PARTITION PLAT NO. 1993-52 (CS 11588) AND PARTITION PLAT
NO. 2020-33 (CS20323). DEEDS USED FOR THIS SURVEY WERE INSTRUMENT NO. 2019-17898 AND
INSTRUMENT NO. 2021-43483.
CS20323 IS A RECENT SURVEY BY ME OF BOTH ORIGINAL PARCELS. RECORD MONUMENTS WERE FOUND
AND HELD TO CONTROL ALL BOUNDARIES AS INDICATED HEREON. NEW MONUMENTS WERE SET
ACCORDINGLY. THE ADJUSTMENT AND RESULTING PARCEL PROPERTY DESCRIPTIONS WERE THEN
PREPARED. DEEDS WERE RECORDED TO PERFECT THE ADJUSTMENT AS INSTRUMENT NO. 2023-01479
THROUGH 2O23-01481.
CURVE TABLE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
Cl
150.00
6238' 10"
163.98
SO4'2623 "E
155.94
(150.00
62'38'53"
164.01
SO4'24'58"E
155.96)R1
(150.00
62*40'10"
164.07
N04'25'33"W
156.01)R2
(150.00
62*40'10"
164.07
N04'2533"W
156.01)R3
(150.00
62'38' 16"
163.99
N04'24' 16 "W
155.94)R4
C2
140.02
10*25'48"
25.49
S30' 12' 11 "E
25.45
140.02
10*26'13"
25.51
N30'2938"W
25.47)R4
C3
140.02
101 '45'07"
248.66
S25'39'40 "W
217.25
(140.02
101 *49'38"
248.85
N25'37'33 "E
217.37)R4
C4
340.78
38'44'04"
230.38
N83'54'00"W
226.02
(340.00
38'53' 14"
230.76
N83'5823"W
226.36)R 1
(340.00
38'52'07"
230.65
S83'5756"E
226.25)R2
(340.00
38'52'07"
230.65
S83'57'56"E
226.25)R3
(340.78
38'45'22"
230.51
N83'56'07"W
226.14)R4
C5
140.02
54'08'58"
132.33
SO 1 '51 '35 "W
127.46
C6
140.02
47'36'08"
116.33
S52'44'09 "W
113.01
C7
37.06
76'37'27"
49.57
N40'27'21 "W
45.95
LINE TABLE
NUMBER
BEARING
DISTANCE
L 1
S76'3749 "W
30.05
(S76'35'00"W
30.00)R1
(N76'43'57"E
30.00)R2
(N76'43'57"E
30.00)R3
(N76'35'42"E
30.07)R4
L2
N64'31 ' 19 "W
50.73
N64'3326"W
50.76)R4
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
A LY a 1991
JERRY D. STICKER
2527
RENEWS 6130124
LINE TABLE
NUMBER
BEARING
DISTANCE
L3
N66'51 ' 10 "W
18.66
L4
N44'19'03"W
21.72
L5
NO2'08'38 "W
24.27
L6
N00'28' 15 "W
17.51