HomeMy WebLinkAboutSurvey 21502Curve Table
Curve
Radius
LergA
Chord
Bearing
Delta
1(M,R5
50.00
42.72
41.43
82403553"E
4805r06"
CI(RI)
50.00
42.72
41.43
S24028'30"E
4805659"
1;2(M,R5)25.00
18.69
18.26
SWOW09"W
42050'00"
C2(R1)
25.00
18.69
1826
S62028'01 "W
429WOON
M,R5
50.00
73.04
66.71
S41 °43'21 "W
83°41'36"
C3(R1)
50.00
7320
66.84
S41'56'311W
83°53'01"
M,R5
50.00
32.34
31.78
N3003242"W
37W26"
M,R5
50.00
39.30
38.30
N71 °35'30"W
45`02'09"
C5(R1)
60.00
39.30
38.30
S71 °28'04"E
4W02'09"
�(M.RS
50.00
10.38
10.36
N6004'137W
11°53'33"
\ Held 5/8" Rebar with cap ---4
;
marked "OMAN" +
Per (R3) j
/ I
0 +
,0 �'�1 r Held 1 /2" Rebar
with No Cap
LOT 8 ' � <1 / / Per (R1)
• ro
L 0 T 7 - " PRIOR ADJ LISTED /
/ 60'
\ / LINE NO.00-24 r
Held 5/8" Rebar with cap p
marked "OMAN"
Per R3 41
OP
LJ
\ / ^ter >
,/ o 0 / 18 12 07BB ,�� a -
,o-
- ' N o� / / �o , TL 3500 S o �-
o o �'/ o'� Before: 30,829 Square Feet 00� r L6 z o
/ ,� / ;/ After: 29,225 Square Feet `� � r ° 0
' w Sq +
DOCUMENT
/ / NO.2025-06308 >-
I 0 Lo / i r I.L 1
o in
S63'41'48'W 65.15'(M,R5) r ~
! / S63-31'20"W 68.64'(R2) ADJUSTED LINE r o z
W
' S63'41'48"W 8.63 M,R5
LOT 8 _.„_9p.1 s'(,� �°c ��LO
�o- s�3 '
\ ` , LO
S80'53'52 E .� ` �89.11\` to
Held 1 /2 Rebar r S80. - -- _ S50'47'52"E 29.91'(M,R5)
with No Cap 53 52 E 20g 49
Per (R1) S8p.34 30"E 271, ,{M,R5) i `LOT 1 ♦ +
#0 /18-12-07BB 83 {R1) LOT _
TL 3400 LINE TO BE
Before: 22,385 Square Feet ADJUSTED r
2 After: 23,989 Square Feet r
DOCUMENT NO. Held 1 /2" Rebar
� 2025-06307 with No Cap
/+• j Per (R1)A173*3j
S7 6 35., o
3• W
N40'44;09»E 70.63�(M,R5) `�+•`: S� 11 ��"E 27 � 68'(R0 i
N41'03 01 E 70.30 (R1) •.. 8 W 0.69' 4 )
' N41'07'33"E 70.51'(R4) `�+26787' (R>) +
04'RS> '
.' Held 5/8" Rebar •_�•+``
with No Cap •+
' \ Per (R1) ++
v +
Held 5/8" RebarNo
! '
LOT 12 Per (1) Cap
R
i
+
G �
PROPERTY LINE ADJUSTMENT
PLPLAM20240642
MARCH, 2025
PORTION OF LOT 10, LOT AND 11, BLOCK 4,
WEST RIDGE,
LOCATED IN THE NW 1/4 OF SECTION 7,
TOWNSHIP 18 SOUTH, RANGE 12 EAST,
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
line between the properties described in Document No. 2022-30793, and
2022-30794, 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 properties 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 MONUMENT AS NOTED
9 = HELD, 5/8" IRON ROD W/YPC MARKED
"SCE&S" PER (R5)
O = SET 5/8" IRON ROD
W/YPC MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1)
- WEST RIDGE BY L. KENNEDY
(CS 10536) FILED 01-09-1979
(R2)
- LOT LINE ADJUSTMENT
BY
R. KARL
(CS 14022) FILED 05-02-2000
(R3)
-BOUNDARY SURVEY BY
R.
OMAN
(CS10539) FILED 02-19-1987
(R4)
= LOT LINE ADJUSTMENT
BY
M. HOFFMAN
(CS 16459) FILED 06-15-2005
(R5)
= LOT LINE ADJUSTMENT
BY
R. TYE
(CS 20899) FILED 08-24-2022
(M)
= Measured
W/YPC = WITH YELLOW PLASTIC
CAP
SCALE: 1 "40'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
Ile-
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RE N EWS:06/30/2026
10�1
0
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS21so2
CLIENT: GILLET
W.O. # 9750-04
PLATE ONE OF ONE