2013-003559 TURN RECORDED DOCUMENT TO: Washington County, Oregon 2013-003559
01/14/2013 10:27:10 AM
CITY HALL RECORDS DEPARTMENT, D - DD Cnt =1 Stn =29 RECORDS1
CITY OF TIGARD $25.00 $5.00 $11.00 $15,00 - Total = $56.00
13125 SW Hall Blvd.
Tigard, OR 97223 1 1111 III 1 111 11 1 11111 11111 1111 11
CORPORATION 01790479201300035590050051
I, Richard Hoberntcht, Director of Assessment and irtadr.,
Taxation and Ex- Officio County Clerk for Washington 4 y;•;��
File No. 14 County, Oregon, don hereby certify that the within
instrument of writing wee received a d re orded In the �,, 1r .
book of records of said cou �' - • :, -y:
Richard co `
DEDICATION DEED Taxation, Ex-Officio C County Clerk
and "
FOR ROAD OR STREET PURPOSES
Space above reserved for Washington County Recording information
Dolan and Company, 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 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.
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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. rt,re fikvncl ee,1 a -,
The true consideration for this conveyance is Sixii-44 Thousand'n &d N 0 Dollars ($6,510.00).
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IN WITNESS WHEREOF, I hereunto set my hand on this / day of 7-- , 2012.
Dolan and Company, LLC:
c / 5 Q 9 t - S ®i'Yiet 17G( Signature
Address
Title
Tax Statement Mailing Address (rfdi/ferent from above)
STATE OF 0/( OA) )
rr /1''- ) ss.
Pt !71'1
County of �0 IYIGt /j )
This instrument was acknowledged before me on i/drUei1 , y ` 2e/, '-- by ijG'Ze/1 �- �7
/ P <`�f?
as Mi/n- 4 of /-mil? f 1 4 iY� - pf�Gj
Notary Public for the State of c3. 2- 0 10
OFFICIAL SEAL My Commission Expires: g. ih t1 Z4 r�J ,� j .2D /g,
;,,,. SHARAN A. HAMS- LaDUCA
w j NOTARY PUBUC - OREGON
COMMISSION NO. 464320
MY COMMISSION EXPIRES JANUARY 03, 2016
Accepted on behalf of the City of Tigard this day of v 201 " —
4
City Engineer
•
Harper
P ►- Houf Peterson
Righellis Inc.
ENGINEERS 0 PLANNERS
EXHIBIT "A" LANDSCAPE ARCHITECTSOSURVEYORS
Main St.: OR99W — Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AC -600
OWNER: Dolan and Co., LLC Property No. 14
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. Dolan
and Co., LLC, recorded August 6, 2001 as Document 2001078559, 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 2-1/2" 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
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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 centeriine 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
8 +50 9 +50 35.00 feet
EXCEPTING therefrom that portion lying within the existing right -of -way of S.W. Main
Street.
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The parcel of land to which this description applies contains 250 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 Dolan
and Co., LLC, recorded August 6, 2001 as Document 2001078559, 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
8 +50 9 +50 45.00 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.
The Parcel of land to which this description applies contains 500 square feet more or
Tess.
See attached Exhibit "B" hereby incorporated by reference.
REGISTEIRED
PROFESSIONAL
.,D - Iiik 0
OR - , _ _ .
JULY 15, 4, 14
rE HN T. C s PBELL
60070 LS
t l -31' - 13
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, ,• ,
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EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 14
L EGEND
N PERMANENT R.O.W. EASEMENT 16+111 0 FOR RdAD PURPOSES
t 250 SQ.FT.
SCALE \ •
20 FOR ROAD
TEMPORARY PURPES CON EASEMENT
1" = 30'
t 500 SQ.FT.
h o 9 +50.00
• / rn F35.00' RT
/ / / 9 +50.00
S.W. BURNHAM STREET / / 45.00' RT
/ /
/ / TAX LOT 500
9 +18.84 / / MAP NO. 2S 1 02AC
. o° %-:::::::.:..7.-
TAX LOT 2402 0 .-::::f..:1
. �
0 MAP NO. 2S 1 02AB / ='.�
� " : : :4 TAX LOT 600
' :1."-:: -
.1 MAP NO. 2S 1 02AC
co •
,cV / /
v. c L.,-8+50.00
PROPOSED C d 0) 45.00' RT
CENTERLINE / z 8 +50.00
35.00' RT
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1 a'
ce TAX LOT 700
o / c3 MAP NO. 2S 1 02AC
o o
PROFESSI
REGISTERED Harper
LAND SURVEYOR ' I! k Houf Peterson
L : Righellis Inc.
OREGON
JULY 15,•4 4 ENGINEERS•PLANNERS
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 205 SE Spokane Street, Suite 200, Portland, OR 97202
EXP. 12 -31 -13 phone: 503.22I.1131 www.hhpr.com fax: 503.221.1171