2002-094579 4
• • RETURN RECORDED DOCU' NT TO: ' Ington County, Oregon
e �p - CITY HALL RECORDS DEP . 312002 12:24:30 PM 2002-094579
CITY OF TIGARD D -ot) Cnta1 Stn =a A DUYCK
13125 SW Hall Blvd. $20.00 $8.00 $11.00 - Total= $37.00
\\ Tigard, OR 97223
11111111111 11111111
00149295200200945790040048
I, Jer Hanson, Director of A ment and Taxation s , o+• .: h
and Ex- Officio County Clerk for Washington County, y .,
CORPORATION „ do hereby certify that the within instrument of writing P' '
was received and recorded In the borecords of '.1 ;I
said county.
Jerry R. Hanson, Director ment and Taxation,
Ex-Officio County Clerk
File No. CV— `‘ e>" c°g
CORRECTION DEDICATION DEED
FOR ROAD OR STREET PURPOSES
CO
E -5 Space above reserved for Washington County Recording information
E 0
z
LOWE'S HIW, Inc., a Washington corporation, formerly named Eagle Hardware & Garden, Inc., a
E Washington corporation 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 following described real properties in
$ c Washington County, Oregon:
a.-co
E 8 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 PURPOSE OF THIS DEED IS TO CORRECT THE LEGAL DESCRIPTION OF THE
(� DEDICATION DEED PREVIOUSLY RECORDED ON AUGUST 14, 2000 AS FEE No. 2000064731 IN
w THE OFFICIAL RECORDS OF WASHINGTON COUNTY IN THE STATE OF OREGON. SUCH
DEDICATION SHALL ONLY AFFECT THE PROPERTY DESCRIBED IN EXHIBIT A HERETO.
(.11 The grantors hereby covenant that they are the owner in fee simple and the property is free of all liens and
,V) encumbrances, they have good and legal right to grant their right above - described, and they will pay all
taxes and assessments due and owing on the property.
The true consideration for this conveyance is $ 0.00 . However, the actual consideration consists of or
includes other property or value given or promised which is the whole consideration.
IN WITNESS WHEREOF, I hereunto set my hand on this Li day of 171 r , 20 E ,.
•
r �
® LOWE'S HIW, Inc., a Washington corporation )C ,I,'w d .� ' -1 P�
(, Name of Corporation Signature David E. Shelton V`V�'
Senior Vice President V` O
Vi
Highway 268 East
LL Address Title
Attn. Tax Dept & Property Management
Signature
North Wilkesboro, NC 28659
Tax Statement Mailing Address (if different from above) Title
STATE OF /Nip/44^ t : )
) ss.
County of W ;1 ILA s )
This instrument was acknowlt dged before me on 5 w a 1 00a (date) by Oav:d• 6 •
,Ski. % .^ (name(s) of person (s)) as
-Cc"' V. La. Pre.,s;d.s. -% + _ (type of authority, e.g., officer, trustee, etc.)
of Lin ..,. . I-1Z W, 5 (name of party on behalf of whom instrument was executed).
l./ '/lJ.1/.//•'/' .
e OFFICIAL SEAL"
V a Notary Public, North Carol ti
ti � County of Wilkes
tifi+/ Melissa Richardson ;, otary's Signature
M Commission Expires 2/20/2007
l ''�� y Commission Expires: J a o 1200 7
Accepted on behalf of the City of Tigard this 1 2 day of A U , 20
Q '
PA020310.015 U City Engineer
EXHIBIT A II
I
G R i F f i N LA N d S U R V Ey i N q `002 -94579
12700 SW North Dakota St. — Suite 180, PMB 216 — Tigard, Or. 97223 Office: (503)579 -8503
Fax: (503)579 -6823
April 2, 2001
S.W. Beveland Road - Right of Way Dedication
Legal Description
A portion of Lots 29, 30 and 31 "Hermoso Park ", a subdivision filed in Washington County Plat
Records, situated in the NE 1/4 of Section 1, T.2S., R1W., W.M., City of Tigard, Washington
County, Oregon, being more particularly described as follows:
Commencing at the Southwest corner of Lot 15 of said "Hermoso Park "; R
Thence Easterly along the North right of way line of said SW Beveland Road to a point 46 feet
westerly, when measured at right angles, from the centerline of SW 72nd Avenue;
Thence parallel with said centerline, S 2 °33'30" W, 30.17 feet to the centerline of said SW
Beveland Road;
Thence continuing parallel with the centerline of said SW 72nd Avenue, S 2 °33'30" W, 22.37
feet;
Thence along the arc of a curve concave Westerly, having a radius of 20.00 feet, through a
central angle of 22 °24'32" (chord bears S 13 °45'46" W, 7.77 feet) a distance of 7.82 feet to the
North line of said Lot 31 and the TRUE POINT OF BEGINNING;
Thence continuing along the arc of said curve concave Westerly, having a radius of 20.00 feet,
through a central angle of 68 °29'42" (chord bears S 59 °12'53" W, 22.51feet) a distance of
23.91 feet;
Thence N 86 °32'16" W, 23.68 feet;
Thence along the arc of a tangent curve concave Northerly, having a radius of 245.00 feet,
through a central angle of 25 °59'58" (chord bears N 73 °32'17" W, 110.22 feet) a distance of
111.18 feet to the North line of said Lot 30;
Thence along the North lines of said Lots 29 and 30, N 81 °54'22" W, 191.13 feet to a point of
cusp;
Thence along the arc of a tangent curve concave Southwesterly, having a radius of 245.00 feet,
through a central angle of 34 °14'00" (chord bears S 64 °47'23" E, 144.22 feet) a distance of
146.38 feet;
Thence along the arc of a reverse curve concave Northeasterly, having a radius of 224.00 feet,
through a central angle of 23 °15'57" (chord bears S 59 °18'21" E, 90.33 feet) a distance of
90.96 feet;
Thence along the arc of a compound curve concave Northerly, having a radius of 311.00 feet,
through a central angle of 15 °35'57" (chord bears S 78 °44'18" E, 84.41 feet) a distance of
84.67 feet;
EXHIBIT A N11111111
Page 2
200 -94579
S.W. Beveland Road - Right of Way Dedication
Legal Description
Thence S 86 °32'16" E, 25.35 feet;
Thence along the arc of a tangent curve concave Southwesterly, having a radius of 20.00 feet,
through a central angle of 89 °05'46" (chord bears S 41 °59'23" E, 28.06 feet) a distance of
31.10 feet to a point 46 feet westerly, when measured at right angles, from the centerline of
said SW 72nd Avenue;
Thence Southerly, parallel with said centerline, to the South line of said Lot 31;
Thence Easterly along said South line to the Southeast corner of said Lot 31;
Thence Northerly along the East and North lines of said Lot 31 to the point of beginning.
Courses in the above description are derived from a Record of Survey prepared in March 2001
by Minister - Glaeser Surveying Inc.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 26. 1885
KENNETH D. GRIFFIN
2147
1 2 e44..ewS 6 I OS
LOT 1 5 LOT 1 6
L 0 T 1 5
H E R M O S O PARK
o co
fr)
SW COR. LOT 15 -- —. N
/ "1IERMOSO PARK" ° rn
I
_ a ∎ N
fr) \ 1 31 . 9 — � S 815¢ 22 a E ;f o
h
C2
c> co
\ C3 1 0 7.28' -- W
���— N 8154 22" w R.. ' S 8154 22" f 46' ,. Z
��
I ''�i \ 1 9 1.13'
' N In
N 8154'22" W N
15 0. 17'
i_ 4:4000000 4:101 , 0 1, 0 '''':: k
/ Cl
H
w L 0 T 2 9
1 .
411 -. 2 14
c.
w O ,'
1 " = 40'
f o
L 0 T 3 0 W
A
c I n
LOT 3 1
N
NO. RADIUS DELTA LENGTH CHORD BEARING CHORD
Cl 20, 00' 22' 24' 32' 7. 82' S13' 45' 46' W 7. 77'
C2 245 00' 9 59' 39. 69' N55' 53' 48' W 39. 65'
C3 305 00' 5' 01' 31' 26, 75' N53° 46' 04' W 26. 74' IRON ROD IN
C4 20, 00' 68' 29' 42' 23. 91' S59' 12' 53' W 22. 51' MON. BOX
C5 245, 00' 25 58' 111. 18' N73'32' 17' W 110. 22' 445 +00
C6 275 00' 35' 16' 57' 169. 34' N68' 53' 47' W 166, 68'
C7 275, 00' 30' 39' 04' 147. 11' N66' 34' 51' W 145 37'
• • C8 245, 00' 34' 14' 00' 146, 38' S64' 47' 23'E 144, 22' 1
C9 224, 00' _ 23' 15' 57' 90. 96' S59° 18' 21'E 90, 33'
" C10 311, 00' 15' 35' 57' 84, 67' S78° 44' 18'E 84. 41'
• Cl 1 20, 00' 89' 05' 46' 31, 10' S41' 59' 23'E 28. 06'