HomeMy WebLinkAboutSurvey 21183---- -- -- -- -- -- -- -- -- -- -- --
30'
30' WICKIUP AVENUE
PROPERTY LINE ADJUSTMENT
711-23-000 11 a -PLNG (LLA)
OCTOBER 17, 2023
PP 2005®60 PP 2005-60
LOTS 2,3 AND A PORTION OF LOT 49
I PARCEL 1 PARCEL 2 r
�INTHEN"% A, LOCATED
! i
HELD 5/8" REBAR r
WITH YPC MARKED HELD 5/8" REBAR r
WITH YPC MARKED
i LS 2527 PER (R1) V
LS 2527 PER (R1) i
103.54' R3 HELD 50 REBAR LOT 1
( ) 90.055 (R3) WITH YPC MARKED rr
103.55'(M) 90.14'(M) LS 2527 PER (R1)� M.
! 1 20.00'(M) S88'S2'01 "� 193.68'(M) r
N88'S3'38" 193.63'(R 1)
�,�-- S88'52'46" 193.60'(R3) J ..^
� �—+�1--��-- "��`""-- HELD 5J8" REBAR
0 m S88'52'01 " 138.64'(M) 1 r
r 0 a? 0 WITH YPC MARKED r
co � 1 0 LS 2527 PER (R1) -�
1 1 ao �
wwl=� 1
o i� ca 1 LU
PO
r
i� ADJUSTED LINE 1 +
`mot
z 0
z PT LOT 4 1 zz 0 z HELD 1/2' REBAR r
1 WITH NO CAP PER (R2) r
� N88'53'23"W i 93.75'(M)
- ��-- NB---56"W 23.50'(M) i
1 HELD 1/2' REBAR N88'53'38"W 193.71'(R1)
1 N89'29'00"W 193.R2
( ) 77' 1 N88'S3'23"E 223.50'(R1)
WITH NO CAP PER (R2) 1 N89'29'00"W 223.08'(R2) 10
60,
1� a? �4
w1 N LINE TO BE ADJUSTED ^ 1
W ^^� 1 TRACT A 1
1:4of � LOT 3 AND A PT. LOT 4 ' ;� Q 0 E''
E-� -0-0 Before: 1.20 ACRES 12 0 Qf �'
oo
co co After: 0.80 ACRES 144 - N w 0
(Vol. 2023, Pg. 24744, b °0 ao 0o TRACT 8 C
���
w w w Exhibit A, Tract A) w LOT 2 b ,
O �� N
0� N i 1 � o Before: 0.88 ACRES �� 6)
ao 1 0- - � /z
l Ln o a � LOT 3 oo �, After: 1.28 ACRES �- R I ,
z 0 z 1 000
(Vol. 2023, Pg. 24744, r
Q 1 1 z z Exhibit A, Tract B)
1 � �
! CQ ! '
HELD 5/8 REBAR r
WITH YPC MARKED ( r
1 LS 2527 PER (R1)
HELD 5/8" REBAR
1 j WITH NO CAP PER (R1) 193.77'(R2)
- _ - - i - 138.75'(M) ! M 55.00' 193.64(R1) r'
•- _..._- ( ) - - 193.65'(M) J
N88'52'47"W 193.75(M) ~� �`-`—�-` 30'
N88'53'32"W 193.65'(R1) 30',1
N89'29'00"W 193.77'(R2) r
N88'52'47"W 387.40'(M) HELD 1/2' REBAR r '
N88'53'32" 387.29'(R 1) WITH NO CAP PER (R2)
N89'29'00"W 387.54'(R2)
r,
r J
rr 1
1
TL-300
r �r
8.35 ACRES ,
r
r
' 1
r !
r l
r 1
r
r
BLOCK 1,
1/4 OF
THE NW 1/4 OF SECTION 29,
TOWNSHIP 15 SOUTH, RANGE 13
CITY OF REDMOND, DESCHUTES
OREGON
SURVEYOR'S CERTIFICATE:
EAST,
COUNTY,
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
lines between Tracts of land, Located in the NW 1/4 of the NW 1/4 of
Section 29, Township 15 South, Range 13 East, Willamette Meridian, City of
Redmond, Deschutes County, Oregon, described in Document NO.
2015-3940 and 2015-47798. The Basis of Bearings is a line between the
monuments found on the West right of way of 31ST Street per (R1). The
Northeast corner of Lot 2 was replaced on this line at the record distance
on (R1) from the corner to the North. 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
• = FOUND PER NOTED RECORD
0 = SET 5/8" IRON ROD
WITH YPC MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1) = PROPERTY LINE ADJUSTMENT BY
(CS 12123)
(R2) JUNIPER VISTA BY E. MANSFIELD
(CS 07694)
(R3) = PARTITION PLAT NO.2005-60
BY G. EASTMAN (CS 16543)
(M) = MEASURED
YPC = YELLOW PLASTIC CAP
J. STICHLER
SCALE 1 ' = 40'
/0--/7-Z0Z3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ZA7
OREGON
JUNE 13, 2008
ROBIN MICHAEL TYE
65719
RE N E WS:06/30/2024
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
CS2>>s3;
CLIENT: ALVAREZ
W.O. # 9843-04
=9�7ktol70"6111