2012-107945 Washington County, Oregon
RETURN RECORDED DOCUMENT TO: 12/19/2012 10 :29:36 AM 20 12-107945
CITY HALL RECORDS DEPARTMENT, D - DD Cnt =1 Stn =29 RECORDS1
CITY OF TIGARD $30.00 $5,00 $11.00 $15.00 - Total = $61.00
13125 SW Hall Blvd.
Tigard, OR 97223 11111 ill 11 11 11 111
CORPORATION 01782335201201079450060066
I, Richard Hobernlcht, Director of Assessment and ,04a
Taxation and Ex.OffIcIo County Clerk for Washington
File No. 22 County, Oregon, do hereby certify that the within
Instrument of writing was received a d re orde(.
book of records of said cou - y
DEDICATION DEED i
Richard HxaernlcE Director of Aessment and �• r
Taxation, Ex-Officio - Officio Clerk
FOR ROAD OR STREET PURPOSES
Space above reserved for Washington County Recording information
Erdman 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 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 Thirty-Six Thousand Two Hundred Thirty-Two and No /100 Dollars
($36,232.00).
IN WITNESS WHEREOF, I hereunto set my hand on this 1 day of DEC_ A,Ore(L , 2012.
Erdman Company, LLC: I,Zv'u�et.t vtf,���1u�✓
Signature
0.2 S. . C
Address _
'rl ) 5 O . on )- Title
Tax Statement Mailing Address (fdifferentfrom above) \,
Signature
J Title
STATE OF 12E6_0 /v )
) ss.
County of Warc'h ( 143 7 4Iv )
This instrument was acknowledged before me on dtrrr�v 1c2 b 7 :&1Jt (;t_.- �i� o fl44�J
as (1.414/1112A/ and by as K of
Erdman Company, LLC.
Notary Public for the State of
My Commission Expires:
::+ < OFFICyIIA��L � SS E E � A �� �� ������
A. HAeee$a.aDUcA
7 \, 4, 7:?/ NOTARY PUBLIC - OREGON
COMMISSION N0.464320
MY COMMISSION EXPIRES JANUARY 03, 2016
Accepted on behalf of the City of Tigard this 11 -4.- day of Dom- , 2012.
.41114 - 4 .011110
City Engineer
Harper
- Houf Peterson
Righellis Inc.
ENGINEERS 4 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 02AB -3500
OWNER: Erdman Company, LLC Property No. 22
Page 1 of 4
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 Quitclaim Deed to Erdman
Company, LLC, recorded January 23, 2008 as Document 2008 - 006006, Washington
County Records, said parcel being that portion of said property lying Southeasterly of
the following described line, said line is to be lengthened or shortened to terminate at
the boundary lines of said property:
Station to Station Offset on Northwesterly side of Centerline
12 +00 12 +76.81 37.00 feet (parallel with the proposed centerline of
S.W. Main Street)
2 +76.81 12 +91.58 37.00 feet (along arc with a 15.00 foot radius curve
left, having a central angle of 100 °08'42 ", long chord
bears North 00 °28'47" East, 23.01 feet and arc length
of 26.22 feet) to 54.64 feet
12 +91.58 12 +79.01 54.64 feet in a straight line to the northwesterly
boundary of Document 2008 - 006006, at 124.84 feet
12 +79.01 13 +15 124.84 feet line along the northwesterly
boundary of Document 2008 - 006006 and the
northeasterly extension thereof, to 124.02 feet
EXCEPTING therefrom that portion lying within the existing right -of -way of S.W. Main
Street and S.W. Tigard Street.
The parcel of land to which this description applies contains 1,512 square feet more or
less.
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
•
205 SE Spokane Street • Suite 200 • Portland, OR 97202 • www.hhpr.com • 503.221.1131 ph • 503.221.1171 fax
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.
Bumham 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 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 °5629" 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 East. Published coordinates of
said GC 022 -071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
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 Quitclaim Deed to Erdman
Company, LLC, recorded January 23, 2008 as Document 2008 - 006006, Washington
County Records, said parcel being that portion of said property lying Southeasterly of
the following described line, said line is to be lengthened or shortened to terminate at
the boundary lines of said property:
Station to Station Width on Northwesterly side of Centerline
12 +00 12 +76.81 47.00 feet (parallel with the proposed centerline of
S.W. Main Street)
12 +76.81 12 +81.73 47.00 feet (along arc with a 5.00 foot radius curve
left, having a central angle of 100 °08'42 ", long chord
bears North 00 °28'47" East, 7.67 feet and arc length
of 8.74 feet) to 52.88 feet
12 +81.73 12 +80.43 52.88 feet in a straight line to 60.18 feet
12 +80.43 13 +10 60.18 feet in a straight line to 67.92 feet
EXCEPTING therefrom that portion of said property lying within the existing right of way
of S.W. Main Street and S.W. Tigard Street and the aforementioned Parcel 1 and any
portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 720 square feet more or
less.
•
:IMP t:
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
S • ' .L OR
o f ORE 'IN "
JULY 15, r ..
HN T. CAMPBELL
60070 LS
•
•
1 2 - 31-1 3
¢- +
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 22
‘‘\*.. , PERMANENT R.O.W. EASEMENT �,
1 FOR ROAD PURPOSES
f 1512 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
20 FOR ROAD PURPOSES
± 720 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
L =26.22' SCALE
R= 15.00'
1" = 40'
6= 100'08'42"
12 +91.58 LC= NO'28'47 "E
54.64' LT 23.01'
13+15.00 13 +28.27
124.02' LT S'{REET
` —
S.W. TIGARD
13 +10 .
67.92 LT 12 +90.27 1 O PROPOSED
12 +79.01 1 61.94' � / r. I% �/ CENTERLINE
124.84' LT /,,/ ' : ` : /� M 1
12+80.43 ...::'�'••�: - : 4 12 +76.81
37.00' LT
60.18' LT 12 +81.73 •••••` \:: a`�
52.88' LT : :/ M
L =8.74 ,
::.
R= 5.00'
6=100'08'42" 6""::. / J
LC= NO'28'47"E 12 +76.81 ..
7.67' 47 LT 4-
TAX LOT 3500 l , ' ..•. :. /
MAP NO. CO :::::::::::r rn
2S 1 02AB :
i
12 +00.00 1 1 Z ' z
o �
47.00' LT �1 I 0
TAX LOT 3100 m o 1 pT g3
MAP NO. 2S 1 02AB R c+v 11 +97.
12 +00.00 L= 33.23'
37.00' LT vi �� R= $00.00'
A= 02
ELECTRIC STREET LC= N51'44'32 "E
S.W. �_ — f'� 33.22'
11 +64.60
REGISTERED Harper
PROFESSIONAL
AND SUR_ YOR ' 0 I . .• � ' Houf Peterson
AriW 1.„ ..A Ri - helli
g slnc.
ORE — 0N
JULY 15, 200 ENGINEERS•PLANNERS
*IAN T. CAM - :ELI. LANDSCAPE ARCHITECTS •SURVEYORS
60070 Ls 205 SE Spokane Street, Suite 200, Portland, OR 97202
EXP. 12 -31 -13 phone: 503.221.1131 www.hhpr.coln fax: 503.221.1171