HomeMy WebLinkAboutSurvey 204141 , ,
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161231D
` TL 403
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II
N35'34 34 E 92.93 (R1,R2,R3) ♦ 161231D
I ` TL 400 N\
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161231
♦ 4 �2l 1 TL 1102 \
1 ��� 161231D �z
' % �. °c6 i TL 1401
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0 1 I 1 \ ` N3'38'55"E 180.12'(R1,R2,R3) `
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1
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NO'09'55"W 150.33'(R1,R2,R3) `
1
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PARCEL 1. PARTITION '
I �
PLAT NO. 2014-05 •
I
TL 2400 1 \
I Before: 36.27 Acres 161231D
1
After: 36.00 Acres
I (Volume 2021, Page 00127) TL 1400
I
1 LO
' 1 N6'30'40"E 200.25'(R1,R2,R3) M 1
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cc
1 p
I 1 �
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I 1 0
i LO
01
of
z) j SHEET 1
SHEET 2
161231D
TL 2302
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
PROPERTY LINE ADJUSTMENT
247-20-000536-LL, JANUARY 2021
LOCATED IN THE SE 1/4 OF SECTION 31,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
LEGEND
• = FOUND PER NOTED RECORD
0 = SET 5%8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = PARTITION PLAT NO. 2014-5 BY BRIAN
REEVES (CS 18661)
(R2) = LOT LINE ADJUSTMENT BY GREGORY
HOPPER (CS 18150)
(R3) = RE —ALIGNMENT OF OB RILEY ROAD
RIGHT—OF—WAY BY MICHAEL BERRY
(CS 14831)
(R4) = RECORD OF SURVEY BY JOHN
HOLLINGSWORTH (CS 02256)
(M) = Measured
SCALE: 1 '" 100'
DESCt4UTES COUNTY SURVEYOR
FILED /g ),OzJ BY: 0vn&L&_!2j_ I
CLIENT: TODD
W.O. # 9058-04
1-6-Zozl
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 13, 2008
ROBIN MICHAELTYE
65719
RENEWS:06/30/2022
PLATE ONE OF TWO
SHEET 1
o
SHEET 2 1
N '
FOUND MONUMENT LE I
'A' = 5/8" IRON ROD WITH CAP MARKED "REEVES LS 2677"
PER (R1) - HELD I
to 161231D
w 'B' = 5/8" IRON ROD WITH ALUMINUM CAP STAMPED TL 2302
"OREGON STATE PARKS" PER (R3) - HELD I
0o
to
Z Oct = 5/8" IRON ROD WITH CAP MARKED "REEVES LS 2677"
PER (R1) - HELD I
'D' = 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED
"DESCHUTES COUNTY ENGINEERING R/W LS2390" PER l
(R3) - HELD
1
'E' = 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED
"DESCHUTES COUNTY ENGINEERING R/W LS2390" PER ,
(R3) - HELD '
'F' = 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED
i "DESCHUTES COUNTY ENGINEERING R/W LS2390" PER S89.55'56"W 448.94'(R1,R2)
(R3) - HELD
i 'G' = 1 /2" IRON ROD WITH NO CAP NO RECORD
HELD FOR EAST -WEST POSITION NORTH 0.38'
PARCEL 1, PARTITION
PLAT NO. 2014-05
161231D
TL 2400
♦ Before: 36.27 Acres
♦ After: 36.00 Acres
(Volume 2021, Page 00127)
80' ``
1
N
O
of
z
1
N89'51'23"E 17.37'(R1,R2)
i
i
i
S61'32'06"E 149.33'(R1,R2,R3)
Riz ,<Ay
161231D
TL 2401
.�
ry
•
� 161231D
BASIS OF BEARINGS (R 1) � TL 4800
- \ N89'57'31 "E 421.66'(M,R1)
` 70' L9 % ADJUSTED LINE
D C 328.45'(M,R1,R2)
E 107.15'(M)� 8T L7 230.00'(M)
\ ` %% LINE TO BE ADJUSTED
60' 35' - ►�� 35' 161231 D J '
o N TL 4500
O� ♦ � (� Before: 0.83 Acres B
' I� After: 1.10 Acres L5
I \ (Volume 2021, Page 00453) d` '
161231D I I • '
161231D , TRANSFER PARCEL L2 L3 G 264.20 (M)
TL 4200 \---,--------
TL 4300 0.27 Acres N89'57 31 E 334.20 (M)
(Volume 2020, Page 61873) �` F L1 i VACATED COOK AVENUE
I � i
ORDER NO.2020-040
i /
' 161231D I 161231D
TL 4400 TL 4600
6 I 20
171206 171
TL 200
TL 302 I '
i
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Parcel Line Table
HELD FOR EAST -WEST POSITION NORTH 0.38'
PARCEL 1, PARTITION
PLAT NO. 2014-05
161231D
TL 2400
♦ Before: 36.27 Acres
♦ After: 36.00 Acres
(Volume 2021, Page 00127)
80' ``
1
N
O
of
z
1
N89'51'23"E 17.37'(R1,R2)
i
i
i
S61'32'06"E 149.33'(R1,R2,R3)
Riz ,<Ay
161231D
TL 2401
.�
ry
•
� 161231D
BASIS OF BEARINGS (R 1) � TL 4800
- \ N89'57'31 "E 421.66'(M,R1)
` 70' L9 % ADJUSTED LINE
D C 328.45'(M,R1,R2)
E 107.15'(M)� 8T L7 230.00'(M)
\ ` %% LINE TO BE ADJUSTED
60' 35' - ►�� 35' 161231 D J '
o N TL 4500
O� ♦ � (� Before: 0.83 Acres B
' I� After: 1.10 Acres L5
I \ (Volume 2021, Page 00453) d` '
161231D I I • '
161231D , TRANSFER PARCEL L2 L3 G 264.20 (M)
TL 4200 \---,--------
TL 4300 0.27 Acres N89'57 31 E 334.20 (M)
(Volume 2020, Page 61873) �` F L1 i VACATED COOK AVENUE
I � i
ORDER NO.2020-040
i /
' 161231D I 161231D
TL 4400 TL 4600
6 I 20
171206 171
TL 200
TL 302 I '
i
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Parcel Line Table
LINE
BEARING
LENGTH
L1(M)
SO°05'02"E
20.60'
L2(M)
N8905T31"E
35.00'
L3(M)
N8905T31 "E
35.00'
L4(M)
N21027'17"E
53.74'
L5(M)
N8905T31"E
53.93'
L6(M)
N0005'02"W
80.00'
L7(M)
N89*5T31"E
35.00'
L8(M)
N8905T31"E
35.00'
L9(M
,R1,R2,
R3)
S89.57-31 "W
13.94'
L10(M)
NO.05-02-W
130.00'
L11(M)
N0005'02"W
130.00'
L12(M)
NO'05'02"W
130.00'
Curve Table (R1,R2,R3)
Curve
Radius
Length
Chord
Bearing
Delta
Cl(M)
580.00
185.68
184.88
N35029'57"W
18020'32"
C2
590.00
74.57
74.52
N47020'26"W
7014'31"
C3
1040.00
191.93
191.65
N56014'53"W
10034'25"
C4
560.00
637.10
603.29
S2805635"E
65011101-
05
560.00
205.22
204.07
S1400849"W
2005949"
C6
550.00
148.23
147.78
S41 054'59"W
15026'31"
PROPERTY LINE ADJUSTMENT
247-20-000536-LL, JANUARY 2021
LOCATED IN THE SE 1/4 OF SECTION 31,
TOWNSHIP 16 SOUTH, RANGE 12 EAST, W.M.,
DESCHUTES COUNTY, OREGON
SURVEYOR'S CERTIFICATE:
I, Robin Michael Tye, a Registered Professional Land Surveyor No.
65719 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.
SURVEYOR'S NARRATIVE:
The purpose of this survey was to adjust and monument the common line
between Parcel 1, Partition Plat No. 2014-05, being Tax Lot
16-12-31 D-TL 2400, and that property described in Document No.
2018-26318 Deschutes County Official Records, being 16-12-31 D-TL 4500,
Deschutes County, Oregon. The Basis of Bearings is a line between the
monuments found on the North line of said Tax Lot 4500. Control for this
survey was based on referenced surveys hereon. All found monuments were
held in their found position for this survey. I then adjusted the common
property line between said Lots as requested by our client. Monuments
found during the course of this survey are as shown on the subjoined
survey map.
LEGEND
• = FOUND PER NOTED RECORD
0 = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = PARTITION PLAT NO. 2014-5 BY BRIAN
REEVES (CS 18661)
(R2) = LOT LINE ADJUSTMENT BY GREGORY
HOPPER (CS 18150)
(R3) = RE -ALIGNMENT OF OB RILEY ROAD
RIGHT-OF-WAY BY MICHAEL BERRY
(CS 14831)
(R4) = RECORD OF SURVEY BY JOHN
HOLLINGSWORTH (CS 02256)
(M) = Measured
It DESCHUTES COUNTY SURVEYOR
lber
FILED ZoZI BY: ke�vnq �
CLIENT: TODD
W.O. # 9058-04
SCALE: 1 100'
/-&-Z1
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DUNE 13, 2008
ROBIN MICHAELTYE
65719
RENEWS:06/30/2022
PLATE TWO OF TWO
CS 20+tip