HomeMy WebLinkAboutSurvey 20899�\oG1
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
Cl(M)
50.00
42.72
41.43
S24'35'53"E
48'57'08'
C1(R1)
50.00
42.72
41.43
S24'28'30'E
48'5659'
C2(M)
25.00
18.69
18.26
S62'09'09W
42'50'00"
C2(R1)
25.00
18.69
18.25
S62'28'01'W
42'50w,
C3(M)
50.00
73.04
66.71
S41'43'21'W
83*41'36"
C3(Rt)
50.00
73.20
66.84
S41'56'31"W
8353'01"
C4(M)
50.00
32.34
31.78
N30'32'42W
37'03'26"
C5(M)
50.00
3930
38.30
N71'35'30'W
45'0709'
C5(R1)
50.00
39.30
38.30
S71'28'04"E
45-02,09,
C6(M)
1 50.00
10.38
10.36
N6'04'13W
11'53w,
\ Held 5/8" Rebar with cap
marked "OMAN"
Per (R3) '
\ �96 6
LOT 8 'YL ti9�
2 'E
LOT 9
LOT 7 PRIOR ADJUSTED
LINE NO.00-24
/.)
/1�L`ryl
e��,�0
Held 5/8" Rebar with cap
marked "OMAN" cj
Per (R3)
16
I0
18-12-07BB/� TL 3500
LOT 10
0 0 /
n / / / Before: 33,785 Square Feet
t N o / f After: 30,829 Square Feet
� S6/0tf (Vol. 2022, Pg.30793)
341'48"W 65.15'(M)
/ /'e-S63'31'20'1N 68.64'(R2)
S63'41'48'V 8.63'(M)
YI
ADJUSTED LINE
LOT 8
� ��� SS S50'47'52"E 29.91'(M)
�52"E79 3Held 1/2" Rebar
with No Cap I S80'S3'S2"E _ _
Per (RI) / 18- 3 oOBB S8034'30"E 210,83"(R1) _♦%
LOT 11
Before: 19,429 Square Feet LINE TO BE
c2 After: 22,385 Square Feet ADJUSTED
/ (Vol. 2022, Pg. 30794)
N>3.5g1'17•E 270.68 (R4 0
N40'44'09"E 70.63'(M) ��r��\26j69"(R1) o 1
.� N41'03'01"E 70.30'(R1) 8`\M�
N41'07'33"E 70.51'(R4)
_Held 5/8" Rebar
with Cap Per (R1Rl )
NV O `\
' \ Held 5/8"
with Car I
LOT 12 Per (R1R1 ) �
I
" � I
I i
i I
I I
I
I I
I i
i I
I I
I i
i I
/ Held 1/2" Rebar I
j with No Cap
Per (R1)
1 I
1
�-- 60' ---��
I
I1 Q
1 I O I ix
1 I /
I w I w
^�1 U >
1 Q -
ornI^_ 1- I
co Z I
N /o O
IDo
� Of I
L
I� I
IMF F-
I O Z
W
I gl� I V I
13
0
M I
in
IN I I
1�
I �
I
1 I
I
I I
i
i I
Held 1/2" Rebar I �
with No Cap '
Per (R1) I I
I '
I i
i
I I
i
i
i
I i
I
PROPERTY LINE ADJUSTMENT
PLPLAM20220091
AUGUST, 2022
LOTS 10, AND 11, BLOCK 4, WEST RIDGE,
LOCATED IN THE NW 1/4 OF SECTION 7,
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 Low.
SURVEYOR'S NARRATIVE:
The purpose of this survey was to adjust and monument the common
line between Lots 10, and 11, Block 4, West Ridge, City of Bend,
Deschutes County, Oregon, currently described in Document No.
2020-40379, and 2021-6175, Deschutes County Official Records. The
Basis of Bearings is a line between the monuments found on the East
line of said Lots 10 and 11. 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 and set
during the course of this survey are as shown on the subjoined survey
map.
LEGEND
• = HELD 5/8" IROD ROD WITH CAP
MARKED "SCE&S" PER (R2)
O = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = WEST RIDGE BY L. KENNEDY (CS 10536)
(R2) = LOT LINE ADJUSTMENT BY R. KARL
(CS 14022)
(R3) =BOUNDARY SURVEY BY R. OMAN (CS10539)
(R4) = LOT LINE ADJUSTMENT BY M. HOFFMAN
(CS 16459)
(M) = Measured
DESCHUTES COUNTY SURVEYOR
FM �$ i ti2z. By. Ca l l i ns
SCALE.1 "=40'
6-Z3-ZOZZ
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/ OREG
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RENEWS:06/30/2024
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS 20899
CLIENT: GILLET
W.O. # 9750-04
PLATE ONE OF ONE