HomeMy WebLinkAboutSurvey 2080217-12-30-AD
TAX LOT 1600
17-12-30-AC
TAX LOT 1700
17-12-30-AC
TAX LOT 1600
Parcel Line Table
LINE
BEARING
LENGTH
L1(R1)
S63°44'01 "E
39.78'
L2(R1)
S52' 14'01 "E
57.80'
L3(M)
S69°44'0101W
10.80'
L4(R1)
14580V912"W
40.00'
L5(M)
N57°33'04"W
11.82'
i \
S
s3.44 O
17-12-30-AD
TAX LOT 1200
CT
40'
N W S U M M I T
30'
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17-12-30-AD
! TAX LOT 1300
G
C12
l C11 ,
TRANSFER
PARCEL 3
58 SQUARE AR FEET
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
Cl(RI)
260.00
90.00
89.55
S68°04'11"E
19°50'00"
C2(M,R2)
150.00
7.00
7.00
N84050'00"E
2040'24"
C3(M,R2)
76.10
94.86
88.84
S66°16'20"W
71°2459'
C4(R2)
150.00
91.66
90.24
N31032'29"E
35°00'45"
C5(R1)
110.00
102.80
99.10
S40048129'W
53*3744"
C6(R1)
95.00
49.44
48.88
N52°4073"E
29'48`54"
C7(R1)
70.00
36.42
36.01
N52040'24"E
29'48'35"
C8(R1)
135.00
126.16
121.62
S40°48128"W
53032'39"
125.00
74.88
73.77
N31"11'54"E
34°19'35"
CIO(M)
125.00
65.47
64.73
N29002'27"E
30900'3r
C11(M)
125.00
9.41
9.41
N46"12'12"E
4'18'53"
C12(M)
101.10
16.78
16.76
S89°2423"W
9°30'43"
C13(R1)
570.00
1 114.41
1 114.21
1 N57059'01"W I
11030'00'
PROPERTY LINE ADJUSTMENT
PLPLAM20210916 AND PLPLAM20210917,
APRIL, 2022
LOTS 59 89 AND 9, BLOCK 10, AWBREY BUTTE
HOMESITES, PHASE THIRTEEN
LOCATED IN THE SE 1/4 OF THE NE 1/4 OF
SECTION 30,
TOWNSHIP 17 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 adjusted
common lines between Lots 5, 8, and 9, Block 10, Awbrey Butte
Homesites, Phase 13, City of Bend, Deschutes County, Oregon, currently
described in Document No. 2018-22199, 2021-10481, and 2021-32867
Deschutes County Official Records. The Basis of Bearings is a line between
the monuments found on the South line of said Lots 8 and 9. 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)
!� = HELD 5/8" IROD ROD WITH CAP
MARKED "KERN 1081" PER (R1)
UNLESS NOTED OTHERWISE
O = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = AWBREY BUTTE HOMESITES, PHASE 13
BY JEFF KERN (CS 05218)
(R2) = LOT LINE ADJUSTMENT BY MICHAEL W.
TYE (CS 18092)
(C) = Calculated
(M) = Measured
(P) = Proportioned
SCHUTES COUNTY SURVEYOR
F ILBiLED0 zF3 ZoZ2 Y:
10&A&TW
40 D R I VE
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 CLIENT: FORD
W.O. # 9652-04
SCALE: 1 `- 40'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
IZKW--7-
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RE N E WS:06/30/2022
PLATE ONE OF ONE
�t'
CS 2 0802 --