2013-062244 Washington County, Oregon 2013- 062244
RETURN RECORDED DOCUMENT TO: 07/09/2013 11:54:22 AM
CITY HALL RECORDS DEPARTMENT, D -DD Cnt =1 Stn =29 RECORDS1 i
CITY OF TIGARD $25.00 $5.00 $11.00 $15.00 - Total = $56.00 1
13125 SW Hall Blvd. 11111 III 11111 1111111 1111 111111 11 111 i
Tigard, OR 97223
CORPORATION 01854645201300622440050051
1, Richard Hobernicht, Director of Assessment and s y.a.at% .
Tn O Washington ,.
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County Oregonand Ex- , do fficio hereby County certify Clerk that for the within �
File No. 6 „ y- I
Instrument of writing was received a d re orded In the .r - ,_ / . 1�
book of records of said cou Y i� ` i
Richard Hobernicht, Director of Assessment and 114440
DEDICATION DEED Taxation, Ex- Officio County Clerk
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___ _ -.._ - _ - - - - -- ..... - FOR ROAD OR-STREET- PURPOSES
Space above reserved for Washington County Recording information
12562 Main Street LLC 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 grantors hereby covenant 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 One Thousand Nine Hundred Eighty -Five and No /100 Dollars ($1,985.00).
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IN WITNESS WHEREOF,1 hereunto set my hand on this Z 0 day of J v F 2013.
12562 Main Street LLC: i 62-141-<,-%0
c 3 7 S, co . S 4 co bv 4o f, Signature r
Address , Po A f 1 et Ala t OA g 7 2 0/ e Ai Lo Q
Title
Tax Statement Mailing Address (ifdiere,ufrotn above)
Signature
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Title •
STATE OF 0 re9O ln )
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County of AQS /1 i f1 iv )
This instrument was actohowledged before me on J vmee, 20. 20 13 b - . - / • ,. a • •
as m and by as of
_ 12562 Main Street LLC. 1 / / /
//_ . / !
- Notary Pu.lie for the State of 0 recto o fl
) `, ^ TIMOTHY PATRIC LEHRBACH l) My Commission Expires: t.2.. i a ( 6
() * NOTARY PUBUC - OREGON
( COMMISSION NO. 474153
MY COMMISSION EXPIRES DECEMIER 13, 2016 61
M
Accepted on behalf of the City of Tigard this .ay of L4 , 21 ' \
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4 4
City Engineer
EXHIBIT "A"
Main St.: OR99W — Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 3, 2012 Map & Tax Lot No. 2S 1 02AC -1101
OWNER: Two G's Real Estate. LLC Property No. 6
Page 1 of 3
PARCEL 1 — DEDICATION OF RIGHT -OF -WAY
A parcel of and 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 Statutory Warranty Deed to Two G's
Real Estate, LLC, recorded February 29, 2008 as Document 2008 - 017891, Washington
County Records, said parcel being that portion of said property included in a strip of
land lying 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 -112" 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;
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 Tong 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 Tine North. 50 °33'09" East, 101 feet, more or Tess 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
5 +00 5 +50.00 35.00 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 98 square feet more or
less.
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 Statutory Warranty Deed to Two G's
Real Estate, LLC, recorded February 29, 2008 as Document 2008- 017891, Washington
County Records, said parcel being that portion of said property included, in a strip of
land Tying southeasterly of the aforementioned described proposed centerline. of S.W.
Main Street.
Station to Station Width on Southeasterly side of Centerline
4 +00 4 +78.89 45.00 feet
EXCEPTING therefrom that portion of said property Tying within the existing right of way
of S.W. Main Street.
The Parcel of land to which this description applies contains 322 square feet more or
Tess.
The stationing used to describe this parcel is based on the Proposed Centerline of S.W.
Main Street described herein, being more particularly described in Parcel 1.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL .
, ND ,° VEYOO,
AMi ../#1
p EG r�i
JULY 1 / 2003
J E, HN T CAMPBELL
60070 LS
z - 31 -
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER .3, 2012
PROPERTY NO. 6
LEGEND ��
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. "%6,11!111... PERMANENT R.O.W. EASEMENT "
0 FOR ROAD PURPOSES
± 98 SQ.FT. SCALE
TEMPORARY CONSTRUCTION EASEMENT 1 30'
O2 FOR ROAD PURPOSES
± 322 SQ.FT. •
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' 5 +50.00
�"----"-- 35.00' RT
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35.00' RT
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4 +78.89
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PROPOSED
CENTERLINE / o TAX LOT 11
-' MAP NO. 2S 1 02AC
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1 1 4 +00.00 TAX LOT 700
L.* --- — 45 RT
. MAP NO. 2S 1 02AC
REGISTERED
="�- Harper
PROFESSIONAL _'�
ND SURVEYOR f SIR . Houf Peterson
,gi ,�! Y Y Ri hellis Inc.
OREGON ENGINEERS•PLANNERS
JOHN T. CAMPBELL • LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS • 205 SE Spokane Street, Suite 200, Portland, OR 97202
EXP. 12 -31 -13 phone: 503.221.113 T www.hhpr.cora fax: 503.221.1171