89-30142 ~ 135th Avenue ~ Scholls Ferry Road 2
1041160.
‘%111010 89-30142
Washington County
STREET DEDICATION
KNOW ALL MEN BY THESE PRESENTS, that BURTON E. GRABHORN
does hereby dedicate to the Public a perpetual right-of-way for
street, road and utility purposes on, over, across, under, along and
within the real property described on the attached Exhibit A.
To have and to hold the above-described and dedicated rights
unto the Public forever for uses and purposes hereinabove stated.
The grantor hereby covenants that he is the owner of the
property in fee simple, he has good and legal right to grant the
rights above-described, and he will pay all taxes and assessments now
due and owing on the property.
The amount paid for this dedication is $0 but the true cash
value of the property conveyed is $43, 600.00.
IN WITNESS WHEREOF, the undersigned graroy_has caused this
Street Dedication instrument to be executed this dr day of April,
1989.
Biirton E. Grabhorn
STATE OF OREGON
) ss.
County of Multnomah )
The foregoing instrument was acknowledged before me this
day of April, 1989, by Burton E. Grabhorn.
1 ,1
\ N‘t
‘ :.0711 IN)
ilotar1y Public Oir Oregoi4i
My commission expires
ApRf*red this grà. day of April, 1989 .
Jo iv'
DEPARTMENT OF COMMUNITY DEVELOPMENT
By:
Title: C4.7 EnT,./e,ec
grab1067\street ded
Tifet.so ju,r-y‘ r p ed dLrre
h) '
Ciitj6Ze cor.le itAkird
I- 0. ,c.r. ?)-w.
--r056tr1 eX 47a3
' `w•' rrrr
EXHIBIT A
Situated in the east half Section 33, Township 1 South, Range 1 West, Willamette Meridian, City of Tigard,
Washington County,Oregon and being described as follows:
Beginning at a point on the east right-of-way line of S.W. 135th Avenue,said point being North 89°54'13" East
a distance of 27.46 feet and South 00°02'43"East a distance of 7.10 feet from the center of said Section 33,a
Washington County Brass Cap found, said point also being on non-tangent 570.00 foot radius curve right;
thence on said curve and said east right-of-way line through a central angle of 03°49'52" (the long chord of
which bears North 14°41'13"East a distance of 38.10 feet)an arc distance of 38.11 feet to the end thereof and
the beginningof a tangent 630.00 foot radius curve left; thence on said curve through a central angle of
00°29'55"(the long chord of which bears North 16°21'11" East a distance of 5.48 feet)an arc distance of 5.48
feet to a point;thence leaving said east right-of-way line and running North 89°54'13"East a distance of 694.95
feet to the beginning of a tangent 200.00 foot radius curve right;thence on said curve through a central angle
of 16°57'21" (the long chord of which bears South 81037'07" East a distance of 58.97 feet) an arc distance of
59.19 feet to a point;thence South 00°03'32"East a distance of 26.31 feet to a point on a non-tangent 175.00
foot radius curve left;thence on said curve through a central angle of 19°27'47" (the long chord of which bears
North 80°21'54"West a distance of 59.16 feet)an arc distance of 59.45 feet to the end thereof; thence South
89°54'13"West a distance of 684.78 feet to the beginning of a tangent 22.00 foot radius curve left; thence on
said curve through a central angle of 77°07'56" (the long chord of which bears South 51°20'15" West a
distance of 27.43 feet)an arc distance of 29.62 feet to the Point of Beginning containing 19,006 square feet or
0.436 acres more or less. Basis of Bearing of the legal description being County Survey NO.22,891.
• __„
Prepared by: maismuniso
Waker Associates,Inc. PROFESSICIMAL.
11080 S.W.Allen Boulevard '
stew.eve
Beaverton,Oregon 97005
643-9410
EX4-4.EXAORPICON
'
41.4..T 14.16Td
THOMAS J. BROWN
(i1675
....._ ,....
t ' 0
VI-, ,
Y
r . 6 ,..8c* it
N
in
0
,-A-, (%); 0-..,0 i 2,0, ' ,-• , o
=•
I .
§ I m
,,,-
..„
vao , 0
------------.-----------.---------------
1 ......
I 11 -0
2 zu, C '47f
CE
0 Cfj
ll.
0
• I--
I \ I 1 ;•, xc.ao
I
t-
) i I
I 1 cc
i- o
co c)
CO >4. Cd 4- 0
U C) N
O et.i N-
1 1,.1 11X 0
1 \
i
1
i
1
i
k I 1
z , I
1
1 / ,
tr\I -0 —
I ...,:•:•:•:•:.:•:::.x.x.:•:.:.:•:•:•:.:•:•:.:,...,:•:•:.:.:•:•:,,x.:.:.:.:.:.:.:::::::.:.:•:.:.:.:::::.:•:.x.x.x.x.x.x.x.:.:•:.:•:::.:.x.:•:.x.:.x.:.x.x.x.::::::•:.:.:•:.:::•:•:•:.:•:•:•:•:•:•:•:•:•:.x.:•:,...:•:•:•:•:.:,:•:•:,:•:•:•:•:•:•:•:.:.:.:•.::,:=?N.,„.:.-- —_.
/ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::„:.:.::::::::::::::.:„::::::::::::::::::::::::•::::::::::::::::::::::::::::::x.x.x.m.x.x.x.x::::::::::-::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::,:::•:::-:•;:::::-.:-..:•::::::-3.....:.„%i•;•:1
. \;Z-NN ..e."6:eivee........x4e..w.444.:•:444.:•:•:44.x.,ttx..x.x.:e44,:,.......:,..y.5:,:e.,:6.:.5:e.e.!.....e.e .w....v..w.44.7.-...i.m.:•:•:•:;,*:•: :.:4ex.:!.:,:....:•:•5:•:::„.x?:,:.......xe,...x.x4.4,mte,....,xex:v....-,c-pve.:tici::::":::".4
•
---> ---
. T
i 4..
ti
2
.:
1 rci lac
'.-- ''''.:2•\
L14 4)
1 41. 11..t
IA cl)
. 1:1
...v