HomeMy WebLinkAboutSurvey 20525SURVEYOR'S CERTIFICATE:
LEGEND
PROPERTY
LINE
ADJUSTMENT
I, Robin Michael Tye, a Registered Professional Land Surveyor No.
that I those
= FOUND PER NOTED RECORD
247- 20- 000757- LL JU N E 2021
65719 in the State of Oregon, do hereby certify or under
p
SET 5/8" IRON ROD
my direct supervision have made a survey of the lands shown on this
further that lands
WITH CAP MARKED "SCE&S",
LOCATED IN THE NE 1/4 OF
plat of survey and certify said were correctly
surveyed according to State Statutes and the Rules of Common Law.
UNLESS NOTED OTHERWISE
&
=HELD 5/8" IROD ROD WITH CAP
SECTION
01,
SURVEYOR'S NARRATIVE:
MARKED "BAXTER SURVEYING" PER (RI)
TOWNSHIP 18 SOUTH, RANGE 12
O
=HELD 1/2" ]ROD ROD WITH NO CAP
The purpose of this survey was to adjust the common property line
PER (R3)
EAST W M
between Tract A and Tract B, determined Lots of record per Deschutes
f •f
County Planning decision 247-16-000722-LR, located in the Northeast
(R1)
= Partition Plat No. 2001-21 by
COUNTY,
OREGON
One -Quarter of Section 1, Township 18 South, Range 12 East,
Tim K. Chapman (CS14467)
DESCHUTES
Willamette Meridian, Deschutes County, Oregon, as requested by our
(R2)
= Partition Plat No. 2013-10 by
client and per Deschutes County Planning decision 247-20-000757-LL.
Kevin J. Blakley (CS18543)
The Basis of Bearings is the North -South Centerline of said Section 1
(R3)
= Dobbin Acres by
between the monuments found. Control for this survey was based on
Richard H. Graue (CS06907)
referenced surveys and Deed hereon. The east line was held as
determined in Partition Plat 2013-10 (CS14467), 30.00 feet parallel with
(D1)
= Document No. 1977-2460493
the West line of Parcel 2 of said Partition Monuments found and set
Deschutes County Official Records
REGISTERED
during the course of this survey are as shown on the subjoined survey
(C)
= Calculated
PROFESSIONAL
LAND SURVEYOR
DESCHOTES COUNTY SURVEYOR
map.
(M)
= Measured
/"
FELE®� 3 Z°Z BY--
OREGCfN
JUNE 13, 2008
ROBIN MICHAEL TYE
Moto
65719
RENEWS:06/30/2022
18-12-01-0A
TAX LOT 1200
18-12-01-0B I 18-12-01-OB
'AX LOT 900 TAX LOT 800
i
504.33'(R1)
504.1 V(M)
N59'13'53"E 109.67'(R1,C)SO'31'5;
N59'12'18"E 109.67'(D1)
N6Y54'53"E 95.44'(R1,C)
/-N63'53'28"E 95.44'(D1)
N30'33'53"E 75.12'(R1)
(-N30'32'28"E 75.12'(D1)
18-12-01-0A
TAX LOT 1100
SCALE.• 1 "=100'
LOT 7
BLOCK 1
LOT 6 I LOT 4
BLOCK1 BLOCK
B A S I S O F B E A R I N G S
N-S CENTERLINE OF SECTION 1
NO'31'53"E 1722.00'(C,R1)
NO'30'28"E 1722.00'(Dt) i
NO'31'53"E 1692.00'(M) 1692.08'(R1)
Held 5/8" Iron Rod R3 88'
With No Cap per (R3) I 487.87. 8'(M)
90"0-00"(D1)
S89'28'07"E 200.00'(D1),*� TRH
Before: 2.(
ADJUSTED TRACT A ID
N16'05'53"E 105.24'(R1) Before: 8.11+/- Acres
N16'04'28"E 105.24'(D1) After: 7.96+/- Acres
WATER: 4.04+/- Acres
(Vol. 2021, Pg. 30524) I
53"E 62.79'(Rt)
28"E 59.43'(D1)
NO'31'53"E
PROPOSED LINE TO
BE ADJUSTED
SO'31'53"W 1006.95'(C)
PARCEL2
PP-2001-21
170.00'(R3)
169.91'(M)
LOT 3
BLOCK I
I O I
170.00'(R3)
170.02'(M)
LOT 2 I LOT 1
BLOCKI BLOCK1
I
Held 3 1/2" BRASS -
cap per (133)
i
180.00'(R3)
179.95'
180.00'R3)
180.05'(M)
NO'31'53"E 920.0 '(D1) 89'31'22"E 50.00
So'31'53"W 277.13'(M)
SO'31'53"W 685.35'(D1)
S13'40'51"W 87.98'(M)
:T B
I-/- Acres I LINE _
BE ADJUSTED "'•
v i ADJUSTED LINE -
90"0'00"(DI) I S89'28'07"E 150.00'(D1) NI ADJUSTED TRACT B
w AFTER: 2.15+/- Acres
N
WATER: 1.96+/- Acres
265.00'(D1) I (Vol. 2021, Pg. 30523)
(A.
Parcel Line Table
LINE
BEARING
LENGTH
L2
NO°31'53"E
10.00'
L3
S89°31=E
60.00,
L4
SO"31'53"W
20.00'
L5
NO°31'53"E
20.00'
L6
NO"31'53"E
20.00'
L7
SO°31'53"W
10.00'
L8
I SO.31.53-W
10.00'
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
NO'31'53"E 1399.
N00'30'28"E 1404
30.00' -
* NO'31'53"E
I Held 5/8" Iron Rod
With Cap Marked
' "SCE&S" per (R2)
I SW Corner
Parcel 1
i
I
I
i
i
I
i
I
CLIENT: AUSTIN
N931'53"E 372.77'(M)
459.25'(M,R1,R2)
DAPPM 1
30' '
L2 ' I L6 i 30'
n l I N N N
NI
w1141�3
� IN Nn
MIIM M�
20L4! HE NI
L
389"31'22"E 50.01'(M,R1)
N13'02'16"E 92.22'j
(M,R1,R2)
i
NW Corner '
Parcel 1
i
W.O. # 9314-LLA
u
i
N 1/4 CORNER
SECTION 1 SEARCHED
FOR NOT FOUND
PLATE ONE OF ONE
CS 20525