2013-035508 RETURN RECORDED DOCUMENT TO: Washington County, Oregon 2013-035508
CITY HALL RECORDS DEPARTMENT, 04/22/2013 09:57:35 AM
CITY OF TIGARD D -DD Cnt =1 Stn =7 K GRUNEWALD
13125 SW Hall Blvd. $25.00 $5.00 $11.00 $15.00 - Total = $56.00
2 Tigard, OR 97223
?) \ CORPORATION
01825184201300355080050050
I, Richard Hobernlcht, Director of Assessment and lexlas
Taxation and Ex- Officio County Clerk for Washington
File No. 25 County, Oregon, do hereby certify that the within w •`ryr�
� 44,4„..x.!
Instrument of writing was received a d re ord
book of records of said cou
DEDICATION DEED Richard Hobernicht, Director of Assessment and
Taxation, Ex- Officio County Clerk
FOR ROAD OR STREET PURPOSES
Space above reserved for Washington County Recording information
DWAC, Inc. who took title as Speedy Linguine, Inc., 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 property in the City of Tigard,
County of Washington County, State of Oregon:
Parcel 1 of the attached Exhibit "A" and Exhibit `B"
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 they are the owner in fee simple and the property is free of all liens and 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 Two Thousand Nine Hundred Eleven and No /100 Dollars ($2,911.00).
IN WITNESS WHEREOF, I hereunto set my hand on this l 3 day • f 2012.
DWAC, Inc. who took title as Speedy Linguine, Inc.:
ONO $J / / (? d Ake aSwefb Si .•e
Address 7P/ rfsr. ■
Title
Tax Statement Mailing Address (if different from above) t " ]��
Signature
N/A
Title
STATE OF erg qh n
✓
) ss.
County of h)a ti I VIOJ 1 o li ) /
This instrument was acknowledged 1n knowledged before me on r 100 t.1ltef 1 3 ,261,-9--- by "Do t / 1 L -e-e_-
i
as PcLStlen4. and by IV as /\J /4 of
DWAC, Inc. /, ''^
,4i 00 Ain.) ,9- vid.,14,0 , . /1
• Notary Public for the State of 0I E 6: CI A/
OFFICIAL SEAL
• a SHARAN A. HAMS.VDUCA My Commission Expires: ( } aiiu.al"t� 3 021 /
NOTARY PUBUC-OREGON �� J
COMMISSION NO. 464320
MY COMMISSION EXPIRES JANUARY 03, 2016
Accepted on behalf of the City of Tigard thist' day of ,41 , ,,6(2.
City Eng' eer
Harper
Houf Peterson
Righellis Inc.
/�
ENGINEERS* PLANNERS
EXHIBIT "A" LANDSCAPE ARCHITECTS•SURVEYORS
Main St: OR99W — Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AB -4100
OWNER: Speedy Linguine, Inc. Property No. 25
Page 1 of 3
PARCEL 1-- DEDICATION OF RIGHT -OF -WAY
A parcel of land located in the Northeast One - Quarter of Section 2, Township 2 South,
Range 1 West, Willamefte Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Special Warranty Deed - Statutory
Form to Speedy Linguine, Inc., recorded May 28, 1993 as Document No. 93042381,
Washington County Records, said parcel being that portion of said property included in
a strip of land Tying southeasterly of the following described proposed centerline of S.W.
Main Street.
The location and stationing of the Proposed Centerline of S.W. Main Street is more
particularly described as follows:
Beginning at the centerline intersection of S.W. Pacific Highway, State Highway 99
West, and S.W. Main Street, being station 0 +00, from which a 2 -1/2" Brass Disk set in
concrete, designated as Geodetic Control Station CG 022 -071, bears South 62 °36'24"
West, 2440.19 feet. Said point is located north of the intersection of SW Grant Street
and SW Grant Court and lies in the northeast curb of SW Grant Court, between 13045
SW Grant Street and 10395 SW Grant Court, in Section 2, Township 2 South, Range 1
West, W.M., City of Tigard, Washington County, Oregon.
Thence South 60 ° 04'13 "East, along the proposed centerline of S.W. Main Street, 40.14
feet to station 0 +40.14, and the beginning of 127.50 radius curve to the left, having a
central angle of 83 °20'36 ";
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78 °15'28" East, 169.54 feet) 185.46 feet to
station 2 +25.61;
Thence North 36 °35'10" East, along the proposed centerline of S.W Main Street, 3.75
feet to station 2 +29.35 and the beginning of a 110.00 foot radius curve to the right,
having a central angle of 22 °59'19';
Thence continuing along said proposed centerline and the arc of said curve to the right
(the long chord of which bears North 48 °04'50" East, 43.84 feet) 44.14 feet to station
2 +73.49;
205 SE Spokane Street • Suite 200 • Portland, OR 97202 • www.hhpr.com • 503.221.1131 ph • 503.221.1171 fax
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59 °34'29" East, 645.35 feet to the intersection with the centerline of S.W.
Burnham Street at station 9 +18.84;
Thence continuing along said line North 59 °34'29" East, 84.13 feet to the intersection
with the centerline of S.W. Burnham Street at station 10 +02.97;
Thence continuing along said line, North 59 °34'29" East, 42.66 feet to an angle point at
station 10 +45.62;
Thence North 55 °18'33" East, along said proposed centerline of S.W. Main Street,
85.79 feet to station 11 +31.41 and the beginning of a 800.00 foot radius curve to the
left, having a central angle of 02 °22'38 ";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54 °07'14" East, 33.19 feet) 33.19 feet to the
intersection with the centerline of S.W. Electric Street at station 11 +64.60;
Thence continuing along said 800.00 foot radius curve to the left, having a central angle
of 02 ° 22'47" (the long chord of which bears North 51 ° 44'32" East, 33.22 feet) 33.23 feet
to station 11 +97.83;
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 50 °33'09" East, 130.44 feet to the intersection with the centerline S.W.
Tigard Street at Station 13 +28.27;
Thence continuing along said line North 50 °33'09" East, 101 feet, more or less to the
centerline of Burlington Northern Railroad, per Partition Plat No. 1996 -026 at
approximate station 14 +29, and the terminus of said herein described proposed
centerline, from which, said Geodetic Control Station GC 022 -071 bears South
61 °56'29" West, 3819.13 feet. •
The Basis of Bearings for this description is the state plane bearing between the
published coordinates of Geodetic Control Stations GC 022 -071 and GC 022 -065,
Washington County Survey Records, as North 42 °03'27" East. Published coordinates of
said GC 022 -071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
The width of said strip with reference to the above described centerline is as follows:
Station to Station Width on Southeasterly side of Centerline
12 +70 13 +40 33.00 feet
EXCEPTING therefrom that portion lying within the existing right -of -way of S.W. Main
Street.
The parcel of land to which this description applies contains 111 square feet more or
Tess.
PARCEL 2 -- TEMPORARY CONSTRUCTION EASEMENT
A parcel of land located in the Northeast One - Quarter of Section 2, Township 2 South,
Range 1 West, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Special Warranty Deed- Statutory
Form to Speedy Linguine, Inc., recorded May 28, 1993 as Document No. 93042381,
Washington County Records, said parcel being that portion of said property included in
a strip of land lying southeasterly of the aforementioned described proposed centerline
of S.W. Main Street.
Station to Station Width on Southeasterly side of Centerline
12 +70 13 +40 38.00 feet
EXCEPTING therefrom that portion of said property lying within the existing right of way
of S.W. Main Street and the aforementioned Parcel 1 and any portion thereof lying
within existing building structures.
The Parcel of and to which this description applies contains 163 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
LA I ,; EYO
Ali. Ii
OEGO
JULY 15, . .
OHN T. O • PBELL
60070 LS
t2 - -St-1 •
. .
. . .
EXHIBIT "B"
• PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 25
0 rI smar p F u 2. R O F; 4 0 V E E s ASEMENT
1 ■N sik
t 111 SQ.FT. 11071PII
, TEMPORARY CONSTRUC110N EASEMENT SCALE
: : : : : : ( : FOR ROAD PURPOSES 1" = 20'
± 163 SQ.FT. NET AREA
: - : • : - : • : :::: - : (EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
21
÷ "
;0 2 I 13+40.00
r 7 33.00' RT
ET 1:1
4
_ j
13+28.27 r..... 13+40.00
S.W. 11GARD ME
1 1 38.00' RT
1 1 TAX LOT 4000
— ----- — 1 1 i MAP NO. 2S 1 02AB
PROPOSED —
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IV TAX LOT 4100
MAP NO. 2S 1 02AB
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REGISTERED Harper
PROFESSIONAL
,A ND SUR i YOR . • 4 ' Houf Peterson
ARWRIF, S li"
Righellis Inc..
- ORta• f
ENGINEERS•PLANNERS
f JOHN T. CAMBELL
LANDSCAPE ARCHITECTS • SURVEYORS
-
• 60070 LS 205 SE Spokane Street, Suite 200, Portland, OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
, .