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TAX LOT 1501
4 i
00
Held 3" Brass Cap
marked "LS 1081 "
North 1 /4 Corner
OCRR 1137
TAX LOT 2200 TAX LOT 2100
i L11 i
TAX LOT 23001
TAX LOT 1508 1 I TAX LOT 205
N h
of 1 O{
CS 1 O
-1 N O
O00
o l
TAX LOT 1502 N 1 TAX LOT 2000f o
= Before: 44,436 o6 0 I
TAX LOT 1503 0 After: 44,005 N
z S.F. = I
(Vol. 2020, Pg.of
F-
1 41983) 1 L10 O I
1 1 z
11 4.C �r 17 6.91
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C1(D1)
155.00
259.45
230.20
S47"58'58"E
95054'16"
114.40'(R4) 177.40'(D2) 1 1 Held 5/8" Iron Rod
1 WEST 291.80'(C) 1 1 With Cap Marked
q- ( o "SCES" (R2)
I
10 LOT 6 TAX LOT 1506 1 " 1 a; o0
Io ( a'1�100
O S W Before: 58,292 S.F. °' 0) � N
T-
AX LOT 1505 N INDUSTRIAL I After: 57,599 S.F. rn w
1 = PARK (Vol. 2020, Pg. 41984) 1 � l o I
1 ( Z' ADJUSTED LINE 1 �n o TAX LOT 1900
ADJUSTED LINE o • I
z PER (PZ 19-0608) PER (PZ 19-0609) 0 N
1 I 1 1
1 1 N89'5357"E 1280.37(M)I ' vh
L8 176.92 (M) , i 103.45'(M) �. L2
-- -- 176.9---�--- 103.46��� ' — — — — —�� a
Z
WEST(C,R4) 114.89 (C) 280.37'(C), 280.67'(D1,D2) 1 L9
114.40 (R4) WEST 374.74 (M) 374.81 (R1) 1
Held 5/8" Iron Rod LO
With Cap Marked 1 a)
"Axis Mapping & LINE TO BE LINE TO BE
Surveying" (R1) ADJUSTED PER ADJUSTED PER M ( �
f (PZ 19-0608) (PZ 19-0609) O N
TRANSFER PARCEL 1
PER PZ 19-0608 TRANSFER PARCEL _ 0 d- I =
( ) PER (PZ 19-0609) 11- o in
`n�
692 S.F.(Vol. 2020, O 0 0
Pg. 41982) 1 431 S.F. (Vol. 2020, co Sri b I z
1 Pg. 41982) N N z
Of 1� I
r- W
h1 � � �
r-� 1 I
TAX LOT 1800 Io 0
TAX LOT 1600 Before: 152,831 S.F. I Iz
After: 153,955 S.F.
`O (Vol. 2020, Pg. 41985)
16
r 1 I
�1
00 W
N a
W
of m
LO
O
00 of V_
M
ry
N N
O N
00, a
N
1
L4
J
U1
�1 I
I
Held 5/8" Iron Rod
With No Cap Bent (R2)
1
•
I
♦
_+_
1 58'V 03 54 W .--- T
TAX LOT 1700 ___�..------ S P U R E p g E M E N
-- N NORTHERN I
=1
a'
O
z1
1
1
Held 5/8" Iron Rod 1
With Cap Marked Axis 1
Mapping & Surveying
(R1) ---L7
L7
i
Parcel Line Table
LINE
BEARING
LENGTH
L2(C)
WEST
94.36'
L3
SO005'35"E
31.00'
L4(D1)
S89057'39"E
30.00'
L5(D1)
S0001'54"E
62.72'
L6(D1)
N0005'02"W
102.78'
L7(D1)
S89050'22"E
100.2Z
L8(1M)
NORTH
3.76'
L9(M)
S0005'30"E
4.25'
L10(C)
WEST
3.14'
C,D2
WEST
100.00,
BURLING
TO
TIPTATT A
/Found 1 1 /2"
Alum. Caps
w/Punches
O �9
\NOT TO
SCALE
Center 1 /4 corner
Section 4, position
calculated based on
found reference monuments
Actual Center 1/4 corner
was not field tied in this survey
(See Detail A)
TAX LOT 204
TAX LOT 200
TAX LOT 302
TAX LOT 300
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
30,
1 30' 1
DESCHUTES COUNTY SURVEYOR
FILED qlasaogn
PROPERTY LINE ADJUSTMENT
PZ 19-0608, PZ 19-0609, SEPTEMBER 2020
18-12-04BA—TL1506, TL1800, AND TL2000
LOCATED IN THE NW 1/4, OF SECTION 4,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
W.M., CITY OF BEND, 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
lines between the current Tax Lots 18-12-04BA—TL1506, TL1800, and
TL2000, City of Bend, Deschutes County, Oregon. The Basis of Bearings is
a line between the North 1 /4 Corner and Center 1 /4 Corner of Section 4.
Control for this survey was based on referenced surveys hereon. All found
monuments were held in their found position for this survey. I held the
(R1) survey bearings to determine the North line and (R2) survey to
determine the East line of TaxLot 1800 per record deeds. I then adjusted
the common property line between said Lots as requested by our client.
Monuments found and set 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
9 =
Found 1 1/2 )1 Aluminum Caps
with punches marked "CS REF MON"
as Center 1 /4 corner references
0 =
Calculated Center 1 /4 corner of Section
4
based on holding reference monuments
(R1)
= BOUNDARY SURVEY BY J. LUCEY
(CS 18347)
(R2)
= BOUNDARY SURVEY BY K. BLAKLEY
(CS 17359)
(R3)
= BOUNDARY SURVEY BY L. BRUNO
(CS 16031)
(R4)
= S & W Industrial Park
by G. Colvin (CS09668)
SCALE:) "80'
(D1)
= Document No. 2015-04075
Deschutes County Official Records
9—Z,4-2020
(D2)
= Document No. 2019-13659
Deschutes County Official Records
REGISTERED
PROFESSIONAL
(C)
= Calculated
LAND SURVEYOR
(M)
= Measured
-
Z;�&4
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
REN
EWS:06/30/2022
CLIENT: KIRPATRICK
W.O. # 7724-04
PLATE ONE OF ONE
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