HomeMy WebLinkAboutSurvey 20431II Held 5/8" Iron Rod
With Cap Marked "LEI /
ENGINEERING &
SURVEYING" per (R2)
/
`-------------------------S89'57'37"W 464.08'(R2)--------�' —
N89'59'39"E 463.95(R1)
1 I 20'
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20 Sewer Easement T / J /
Per Volume 314, I / o /
Page 2762, and 2018-024118 / • �`�-� / /
•� /
M /
25 Setback Per Plat —/ � /ry �N � / 17 12-21-DB
/ 71
TAX LOT 501
LOT 2
1
I 20' Water Easement —I
Per Volume 188,
1 I Page 2515
1 I I I /
30.00' ,
30.001
I 17-12-21-DC
1 I TAX LOT 102 I I / ,
' I LOT 3 L _ � � • / / 17-12-21-DB
I TAX LOT 500
Before: 5.55 Acres
I After: 5.46 Acres / � i /
i (Vol. 2020, Pg. 66898)
Ntr
00 ' /
co 001
I NOTE: ALL ENCUMBRANCES AND EASEMENTS
I AFFECTING THESE LOTS ARE NOT NECESSARILY / i
0 o I SHOWN. EASEMENTS SHOWN ARE OF RECORD. /
Z / Held 5/8" Iron Rod '
1 I / With No Cap per (R1)
/
50.00' ` . ��----,�-�';,W�� 194.63 (R1)
1 v 1 _ S86'09 46I
7.5' PUE
I / 1
1 �
I S56'05'19"W 28.20'(M)de C OOOOOP// I '
� 2 i 17-12-21-DC I of
LO
TAX LOT 101 I iCD
I _ Held 5/8" Iron Rod r-
' I-�- 15, PUE ) — — — With Cap Marked "LEI Before: 1.19 Acres I 00
ENGINEERING After: 1.28 Acres I �
I I SURVEYING per (R2) (Vol. 2020, Pg. 66900) I 120
I I LINE TO I
1 I w l -.
ADJUSTED LINE I BE ADJUSTED LOT 4 I Z
1 I ;ol o o TRANSFER PARCEL
I / I
10, Public Access Easement � I ,
I Per 2020-70359 0.(Vol.020, P o 66899s VolI i
I 13 ( g� ) J
CV—
Li
1 I S 14'04'27"W 41.71'(M) c — 15' PUE ���H ""� 304.35(P)
_
I i
_ S8150 57 W14'(R1)
I _ — —10 66'(C) ! ��.����'�N81'50'57 E 304 Held 5/8" Iron Rod
With Cap Marked
— — — — 1" 64 p4 (p) "yl 468.39' (M) "SCE&S" per (R3)
'06015 PUE S81' 50' 57
I 71�
' R1 G S
S81' 5057 163.92 ( "�N B E A RIN .�N81.50'S7 E Sg1'50'O�BASIS/8" Iron Rod
With Cap Marked
"KERN LS 1031"
per (R1)
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C2(M)
50.00
20.08
19.94
S64042'28"E
23000'33"
C3(1M)
50.00
93.79
80.63
N50002'55"E
10702840"
C3(R2)
50.00
93.62
80.53
107'28'40"
C3(R1)
50.00
93.66
C4(C)
50.00
104.39
86.44
S6°36'27"W
11903T18"
G5(G,
530.00
93.45
93.32
S1803229"W
10*06'07"
C6(R2)
734.67
140.40
140.19
S77032'46"W
10056'58"
C6(R1)
766.20
141.16
10033'21"
7(C,R2)
50.00
124.47
94.73
S4053'49"E
14203752"
C7(R1)
50.00
124.90
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PROPERTY LINE ADJUSTMENT
PZ 20-0594, JANUARY 2021
LOTS 29 3,9 AND 4, BRINSON INDUSTRIAL PARK,
(17-12-21DC—TL101, TLI02)9
LOCATED IN THE SW 1/4 OF THE SE 1/4 OF
SECTION 21,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S CERTIFICATE:
1, 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 consolidated Lots 2, and 3, and Lot 4, Brinson Industrial Park
being Tax Lots 17-12-21 DC—TL101, and TL102, City of Bend, Deschutes
County, Oregon. The Basis of Bearings is a line between the monuments
found on the South Fine of said Lots 3 and 4. Control for this survey was
based on referenced surveys hereon. the South corner common to said
Lots 3 and 4 was not found and was determined by the proportion
method. 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.
T.FCFNT)
• = FOUND PER NOTED RECORD
0 = SET 5/8" IRON ROD
WITH CAP MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = BRINSON INDUSTRIAL PARK BY J. KERN
(CS 06055)
(R2) = LOT LINE ADJUSTMENT BY L. M. ALLEN
(CS 19665)
(R3) = BOUNDARY SURVEY BY MICHAEL W. TYE
(CS 06058)
(C) = Calculated
(M) = Measured
(P) = Proportioned
(PUE) = Public Utility Easement
EILE
HIiiES COUf+iTY SURVEYORD l z��aoal gy;1)V11k91b
CLIENT: DRAUDT
W.O. # 9206-04
SCALE: 1 »=50'
1, Z5"- Zn2/
REGISTERED
PROFESSIONAL
LAND SURVEYOR
e
OREGON
J U N E 13, 2008
ROBIN MICHAEL TYE
65719
RENEWS:06/30/2022
PLATE ONE OF ONE
CS 20a3 1