Resolution No. 12-01 CITY OF TIGARD, OREGON
TIGARD CITY COUNCIL
RESOLUTION NO. 12- ()f
A RESOLUTION DECLARING THE NEED TO ACQUIRE RIGHTS-OF-WAY AND TEMPORARY
CONSTRUCTION EASEMENTS ON PROPERTIES FOR THE PURPOSES OF INSTALLING,
REPLACING, AND REPAIRING SIDEWALK AND GREEN STREET IMPROVEMENTS NEEDED
TO PROVIDE SAFE TRANSPORTATION ROUTES FOR PEDESTRIANS
WHEREAS, the City of Tigard Charter grants the City of Tigard ("City") authority to acquire interest in land
for public purposes;and
WHEREAS, the City is authorized by ORS 223.005 et seq. and ORS 35.015 et seq. to purchase, acquire, take,
use, enter upon and appropriate land and property within or without its corporate limits for the purposes
provided in those statutes;and
WHEREAS, the City needs to acquire rights-of-way and/or temporary construction easements on 29
properties on Main Street as part of an overall green street project for the public purpose of providing safe
transportation for pedestrians;and
WHEREAS, the City has determined that the acquisition of rights-of-way and/or temporary construction
easements on certain properties is necessary and will be used for the location, installation, replacement and
repair of the needed city sidewalk and green street improvements.
NOW,THEREFORE,BE IT RESOLVED by the Tigard City Council that:
SECTION 1: The City does hereby find and declare that certain properties located in the City of Tigard,
Washington County, Oregon are necessary and will be used for the installation, location,
repair, replacement and improvement of a public sidewalk and green street. The properties
for which the City needs to acquire a right-of-way and/or a temporary construction easement
are legally described and depicted on the attached and incorporated Exhibit A and Exhibit B
for each of the 29 properties (collectively,the"Properties").
SECTION 2: The City Council finds that the acquisition of rights-of-way and/or temporary construction
easements on the Properties is necessary and is in the public interest, and the improvements
to said Properties are planned,and will be designed,located and constructed in a manner that
will be most compatible with the greatest public benefit and the least private injury or damage.
SECTION 3: The city manager, or her designee, the city's agent, and the city attorney, or his designee, are
authorized to negotiate with the owners and other persons who have an interest in the
Properties as to the compensation to be paid for these right-of-way acquisitions and/or
temporary construction easements. The city manager is authorized to enter into agreements
for acquisition of rights-of-way and/or temporary construction easements on the Properties
at the appraised fair market value. The City Council must approve any agreement to purchase
an interest in real property if the purchase amount is higher than$75,000.
RESOLUTION NO. 12- I
Page 1
+0r)lY �n
SECTION 4: nii.the event that no satisfactory agreement can be reached on right-of-way or temporary
construction easement acquisition for all or any portion of the Properties,then the city
attorney is directed and authorized to commence and to prosecute to final determination such
proceedings as may be necessary to acquire the Properties or any portion of the Properties,
including exercise of eminent domain,and upon the filing of such proceedings,possession of
the affected real property therein may be taken immediately to the extent provided by law.
SECTION 5: This resolution is effective immediately upon passage.
PASSED: This j2 day o 2012.
ZY
11
yorll-City of Tigar
ATTEST:
�E As ic,V"
Counc,L L
City Recorder-City of Tigard �-
RESOLUTION NO. 12- U I
Page 2
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 02AC-201
OWNER: Highlands Associates, Ltd. Property No. 1
Page 1 of 3
PARCEL 1 — DEDICATION OF RIGHT-OF-WAY
A parcel of land located in the Northeast One-Quarter and the Northwest 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
Bargain and Sale Deed to Highlands Associates, Ltd., recorded February 22, 2006 as
Document 2006-020386, Washington County Records, said parcel being that portion of
said property lying Northwesterly 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 Southeasterly side of Centerline
0+80 2+10.64 46.00 feet (parallel with the proposed centerline of
S.W. Main Street) to a point of reverse curve
2+10.64 2+25.51 46.00 feet(along arc with a 40.00 foot radius curve
right, having a central angle of 31'43'58", long chord
bears North 59010'50" East, 21.87 feet and arc length
of 22.15 feet) to 53.21 feet
2+25.51 3+60 53.21 feet in a straight line to 40.16 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 999 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 62036'24"
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.
205 SE Spokane Street + Suite 200 + Portland, OR 97202 + www.hhpr.com + 503.221.1131 ph + 503.221.1171 fax
Thence South 60004'13"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 7815'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 36035'10" 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 22059'19";
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 5934'29" 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 02022'38';
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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 50033'09" 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 42003'27" East. Published coordinates of
said GC 022-071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
PARCEL 2 —TEMPORARY CONSTRUCTION EASEMENT
A parcel of land located in the Northeast One-Quarter and the Northwest 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
Bargain and Sale Deed to Highlands Associates, Ltd., recorded February 22, 2006 as
Document 2006-020386, Washington County Records, said parcel being that portion of
said property lying northwesterly 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 Southeasterly side of Centerline
0+80 2+06.61 51.00 feet (parallel with the proposed centerline of
S.W. Main Street)
2+06.61 3+12.93 51.00 feet in a straight line to 144.35 feet
3+12.93 3+60 144.35 feet in a straight line to 134.06 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 7,924 square feet more or
less.
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.
t
GISTERED
FESSIONAL
OREGO
LY 15, 03
T. CAMPBELL
60070 L.S
3E-- i3
EXHIBIT "B"
PAGE 1 OF 1
LEGEND DECEMBER 7, 2011
PROPERTY NO. 1
PERMANENT R.O.W. EASEMENT
(D FOR ROAD PURPOSES
f 999 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
2� FOR ROAD PURPOSES
t 7924 SQ.FT.
\SCALEPROPOSED
CENTERLINE
TAX LOT 1100
MAP NO. 2S 1 02AC
4, 3+60.00
,N 40.16' RT
0) a 3+60.00
,0 2 (o 134.06' RT
lk
" $
Co) L=44.14' �cP "� ...................
R=110.00' 0 3+12.93
A=22'59'19" 144.35' RT
3 LC=N48'04'50"E ' z ':;::= ::::::::✓,
43.64' .2+25.51... ..': 2
2 '0C` ={x::53.21' RT
_ x2935
............
.� .
2+10.64 PRC
46.00' RT
N36'35'10"E
Q 3.75' Q('y6� o0
CL
�x`ti + T 1 _i 2+06.61 PC
:. 51.00' RT
L=185.46'
R=127.50' ~
X83'20'36"
LC=N781528"E
169.54' TAX LOT 201
�ko4 Q2 % MAP NO. 2S 1 02AC
S50'04'13"E ;
40.14' :fir
0+80.00 /
Qt' 46.00' RT /
0
REGISTERED O+BO.00 Harper
PROFESSIONAL 51.00' RT
ND SUR YO
Houf Peterson
Righellis Inc.
OREGON ENG [ NEE RS • PLANNERS
JULY 15, 200.3
T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
HN HNS
60070 LS 205 SE Spokane Street, Suite 200, PortIand,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
, 4 Harper
W Houf Peterson
Righellis Inc.
ENGINEERS * PLANNERS
LANDSCAPE ARCHITECTS♦SURVEYORS
EXHIBIT "All - -
Main St.. OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AC-1000
OWNER: Wei Li Property No. 2
Page 1 of 3
PARCEL 1 — DEDICATION OF RIGHT-OF-WAY
A parcel of land located in the Northwest 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 Wei Li,
recorded December 16, 2005 as Document 2005-158374, Washington County Records,
said parcel being that portion of said property included in a strip of land lying
Northwesterly of the following described proposed centerline of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
2+00 3+10 34.00 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 145 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
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 60004'13"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 83020'36";
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
205 SE Spokane Street ♦ Suite 200 ♦ Portland, OR 97202 • www,llpr.com ♦ 503.221.1131 ph • 503.221,1171 fax
Thence North 36035'10" 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 59034'29" 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62,-
Thence
0+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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (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 50033'09" 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 50033'09" 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 42003'27" East. Published coordinates of
said GC 022-071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
PARCEL 2—TEMPORARY CONSTRUCTION EASEMENT
A parcel of land located in the Northwest 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 Wei Li,
recorded December 16, 2005 as Document 2005-158374, 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
2+00 2+80.15 44.00 feet (parallel with the proposed centerline of
S.W. Main Street)
2+80.51 3+10 44.00 feet in a straight line to 47.58 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 899 square feet more or
less.
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
D YO
ORE ON
JULY 15, 3
J NN Y. CAMPBELL
60070 LS
HFA
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 2
PERMANENT R.O.W. EASEMENT
O1 FOR ROAD PURPOSES
f 145 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT SCALE
Q2 FOR ROAD PURPOSES 1" = 30,
t 899 SQ.FT.
TAX LOT 900
MAP NO. 2S 1 02AC PROPOSED CEN UNE
_� /_ TAX LOT 1100
3+10.00 3+10.00
34.00' LT i MAP NO. 2S 1 02AC
47.58' LT
4?
� 4
o, a`n
2+80.51
a Z
44.00' LT �: F
Q
2+73.49
44.00' LT :..
TAX LOT 1000 E '
MAP NO.
2S 1 02AC (6
: :tt :: '
L=44.14'
R=110.00' TAX LOT 201
A=22'59'19"
2kMAP NO. 2S 1 02AC�:•:=•`::�: LC=N48'04'S0E
2+25.61
C
43.84'
44.00' LT 2
'Y-z9,35 + N3635'10"E
2+25.61 3.75'
44.00' LT
QA ybN —L=185.46'
R=127.50'
--� A=83'20'36"
2+00.00
LC=N78'15'28'E
44.00' LT + 169.54'
04
REGISTERED 2+00.00 1 harper
PROFESSIONAL 34.00 LT
LAND SURVEYOR Houf Peterson
/��ym Righellis Inc.
OREGO ENGINEERS • PLANNERS
JULY 15, 2 3
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
50070 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
Harper
Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
LANDSCAPE ARCHITECT'S♦SURVEYORS
EXHIBIT "A" - -_...__.-_____—__..__.___......_......_-__---___---
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AC-900
OWNER: Fazilah Adam, Gary Ciment Property No. 3
Page 1 of 3
PARCEL 1 -TEMPORARY CONSTRUCTION EASEMENT
A parcel of land located in the Northeast One-Quarter and the Northwest 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 Fazilah Adam and Gary Ciment, recorded August 23, 2007
as Document 2007-092257, 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
2+85 3+43.87 55.92 feet in a straight line to 45.00 feet
3+43.87 4+00 45.00 (parallel with the proposed centerline of S.W
Main Street)
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street, and any portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 453 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
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";
205 SE Spokane Street • Suite 200 • Portland, OR 97202 • www,hhpr.com • 503.221.1131 ph ♦ 503.221.1171 fax
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28" 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 48004'50" 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 59034'29" 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 59034'29" 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 are of said curve to the left
(the long chord of which bears North 5407'14" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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.
See attached Exhibit"B" hereby incorporated by reference.
REGISTEfiED
PROFESSIONAL
/IAND EYOIRJ
C�
OREGON
JULY 15,2063
JHN T. CAMPBELL
60070 LS
12-31-� 3
EXHIBIT "B"
PAGE 1 OF 1
LEGEND
DECEMBER 7.
NO 3'
TEMPORARY CONSTRUCTION .EASEMENT
FOR ROAD PURPOSES
f 453 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING) SCALE
1" = 30'
4+00.00
45.00' LT
TAX LOT 800 3 TAX LOT 1101
MAP N0. 25 1 02AC o MAP NO.
cr 2S 1 02AC
o
LJ
3+43.87 /:: / co
45.00' LT
TAX LOT 900
TAX LOT 1100
MAP NO. MAP NO.
2S 1 02AC 2S 1 02AC
�W
f-.•. a 3
0
TAX LOT 201
2+85.00 MAP NO. 2S 1 02AC
55.92' LT PROPOSED
CENTERLINE
TAX LOT 1000
MAP NO. �g /
2S 1 02AC 9
�x u
REGISTERED Harper
PROFESSIONAL
ND SURVAYOR Houf Peterson
Righellis Inc.
OR ENGINEERS • PLAN
NERS
Jay11% = LANDSCAPE ARCHITECTS * SURVEYORS
HN T. CAMP LL
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
Harper
Houf Peterson
Righellis Inc.
ENGINEERS * PLANNERS
LANDSCAPE ARCHITECTS#SURVEYORS
EXHIBIT "A$)
Main St.: OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AC-1100
OWNER: Main Street, LLC Property No. 4
Page 1 of 3
PARCEL 1 — 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 Bargain and Sale Deed to Main
Street, LLC, recorded January 22, 2002 as Document 2002-007591, Washington
County Records, said parcel being that portion of said property lying Westerly and
Northwesterly 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 Southeasterly side of Centerline
3+40 3+67.88 138.43 feet in a straight line to 132.34 feet
3+67.88 3+53.84 132.34 feet in a straight line to 68.11 feet
3+53.84 4+25 68.11 feet in a straight line to 52.76 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 3,132 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
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 6004'13"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";
205 SE Spokane Street • Suite 200 • Portland, OR 97202 ♦ www,hhpr.com ♦ 503.221.1131 ph . 503.221.1171 fax
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28" 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 22059'19";
Thence continuing along said proposed centerline and the arc of said curve to the right
(the long chord of which bears North 48004'50" 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 59034'29" 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 59034'29" 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 55018'33" 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 are 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 42003'27" East. Published coordinates of
said GC 022-071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
See attached Exhibit"B" hereby incorporated by reference.
REGISTEBED
PROFESSIONAL
N S OR
CHN
ON
,
AMPBELL
LS
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7. 2011
LEGEND PROPERTY NO. 4
TEMPORARY CONSTRUCTION EASEMENT
U1 FOR ROAD PURPOSES
±3132 SQ.FT.
SCALE
�0 1" = 30'
f
A
C TAX LOT 1101
Qe MAP NO. 2S 1 02AC
4+25.00
w` 52.76' RT
:; ;•.;;;;;;� TAX LOT 1100
h 2 ;-;.:.;.;.:.:.:.;.I MAP NO.
2S 1 02AC 3+67.88
o ......'.;.:.;.;1 132.34' RT
;:; � 3+53.84
3 •..._ .. / 68.11' RT
o, \PROPOSED TAX LOT 201 �3+40.00
CENTERLINE MAP NO. 2S 102AC 138.43' RT
[ REGISTERED Harper
PROFESSIONAL
_LAND SURYOR Houf Peterson
d. �'lm Righellis Inc.
OREGON
ULY 16, 2x03 ENGINEERS • PLANNERS
J
N T. CAMPBELL LANDSCAPE ARCHITECTS * SURVEYORS
60070 LS 205 SE Spokane Street, Suite 200, Portland,OR 47202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
Harper
Vic.
Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
LANDSCAPE ARCHITECTS*SURVEYORS
EXHIBIT "A"
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AC-800
OWNER: George S. Kadey Jr. Property No. 5
Page 1 of 3
PARCEL 9 — 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 Contract to George S. Kadey Jr.,
recorded February 13, 1981 as Document 81005234, Washington County Records, said
parcel being that portion of said property included in a strip of land lying northwesterly 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 36035'10" 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 48004'50" 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 59034'29" 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 59034'29" 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 are 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 0222'47" (the long chord of which bears North 51044'32" 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 50033'09" 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 Northwesterly side of Centerline
3+80 4+88.50 45.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street, and any portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 269 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
EYO
tRERGON
J2 03
HN MPBELL
LS
17- 5 13
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 5
TEMPORARY CONSTRUCTION EASEMENT
r�1 FOR ROAD PURPOSES
t 269 SQ.F'T. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING) SCALE
1" = 30'
0
3 �
c�
/
ti
4+88.50
45.00' LT o
0
<
TAX LOT 800 t ti
MAP N0. 2S 1 02AC W
h
o / o> TAX LOT 1101
Q MAP NO.
o PROPOSED
CENTERLINE
3+80.00
45.00' LT
REGISTERED Harper
PROFESSIONAL
LAND SU YOR Houf Peterson
/�W76a'4/j/ 4 Righellis Inc.
OREGO ENGINEERS • PLANNERS
JULY 15,
OHN T. CAMPBELL 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
f
Harper
w Houf Peterson
Righellis Inc.
ENGINEERS 0 PLANNER3-.__._.__..
EXHIBIT «A„ LANOS CAPE 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 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 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 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
West, W.M., City of Tigard, Washington County, Oregon.
Thence South 60004'13"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 78015'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 36035'10" 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;
201 SE Spokane Street ♦ Suite Zoo • Portland, OR 117202 + www.hhpr.com 0 -103,221*1131 ph ♦ 503.221.1171 fax
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59034'29" 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 are 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 51044'32" 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 50033'09" 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 50033'09" 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 42003'27" 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 lying 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 50.00 feet
EXCEPTING therefrom that portion of said property lying within the existing right of way
of S.W. Main Street.
The Parcel of land to which this description applies contains 638 square feet more or
less.
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
O
OREWN
JULY 15, 3
J NN T. CAMPBELL
60070 LS
IZ-31-►3
•
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 6
LEGEND
PERMANENT R.O.W. EASEMENT
0 FOR ROAD PURPOSES
f 98 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALEFOR ROAD PURPOSES
t 638 SQ.FT.
0
h
5+50.00
35.00' RT
� I I
W
1
Z 0 I
1 5+00.00
35.00' RT
vi !•"
4+78.89
50.00' RT
h ..........
V-
PROPOSED
CENTERLINE / o ;:;:::::; TAX LOT 1101
lot: ': :=... MAP NO. 2S 1 02AC
c� 7.,".,
..
0
� 1
4+00.00 TAX LOT 700
50.00' RT MAP NO. 2S 1 02AC
REGISTERED Harper
PROFESSIONAL
LAND SUR EYOR Houf Peterson
Righellis Inc.
OREGON ENGINEERS • PLANNERS
XLY 1s,
OHN T. CAMPBELL 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
Harper
-_ Houf Peterson
Righellis Inc.
------.-------__.__...�.__...---____..-.._..-___.
ENGINEERS • PLANNERS
EXHIBIT "A" LANDSCAPE ARCH ITECTS_*SURVEYORS
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AC-700
OWNER: Dolan and Company, Property No. 7
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Warranty Deed to Dolan and
Company, LLC, recorded January 8, 1996 as Document 96001641, 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
West, W.M., City of Tigard, Washington County, Oregon.
Thence South 60004'13"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 22059'19";
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 55018'33" 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 5400714" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09° 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 50033'09" 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
61056'29"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 42003'27" 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 9+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 1,635 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 Warranty Deed to Dolan and
Company, LLC, recorded January 8, 1996 as Document 96001641, 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
5+65.60 9+00 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 and any portion thereof lying
within existing building structures.
The Parcel of land to which this description applies contains 2,311 square feet more or
less.
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.
REGISTE"ED
PROFESSIONAL
d EYOfl
rHN
EGO
15, 3
CAMPBELL
070 LS
- -13
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 7
PERMANENT R.O.W. EASEMENT
Q1 FOR ROAD PURPOSES
t 1635 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
OZ FOR ROAD PURPOSES
f 2311 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
S.W. BURNHAM STREET9+00.00
o / 35.00' RT SCALE
o, Jr 9+00.00 1" - 80'
����45.00' RT
I I MAP TA X
O 2S 600
Q)
CO
TAX LOT 700
o_ I MAP NO. 2S 1 02AC
PROPOSED
CENTERLINE h
C)
5+65.60
45.00' RT
TAX LOT 1101
MAP NO. 2S 1 02AC
5+00.00 Harper
REGISTERED 35.00' RT
PROFESSIONAL Houf Peterson
LAND SURVEYOR
Righellis Inc.
OREGON ENGINEERS • PLANNERS
JULY 15, 200
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS j 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31--13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
Harper
Houf Peterson
Righellis Inc.
ENGINEER$ • PLANNERS
EXHIBIT «A„ LANDSCAPE ARCNITECTSOS UR VEVORS
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-2000
OWNER: Saxony-Pacific, L.L.C. Property No. 8
Page 1 of 3
PARCEL 1 —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 Bargain and Sale Deed to Saxony-
Pacific L.L.C., recorded April 3, 2000 as Document 2000026058, Washington County
Records, said parcel being that portion of said property included in a strip of land lying
northwesterly 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 60004'13"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 8320'36";
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28" 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 59034'29" 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 59034'29" 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 are of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (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
61056'29"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 42003'27" 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 Northwesterly side of Centerline
5+69.78 7+00 45.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street, and any portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 349 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
RMSTERED
PROFESSIONAL
D YO
ORE ON
JULY 15. 3
J HN T. CAMPBELL
60070 LS
t z-'2
EXHIBIT "B"
DECEMBER 7, 2011
PROPERTY NO. 8
LEGEND
TEMPORARY CONSTRUCTION EASEMENT
O1 FOR ROAD PURPOSES
t 349 SQ.FT. NET AREA SCALE
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
1" = 40'
TAX LOT 2100
MAP NO. 2S 1 02AB /
0
t*
7+00.00 � ' PROP SED
45.00' LT ( CEN RLINE
TAX LOT 2000
MAP N0. 2S 1 02AB /cv
z
5+69.78
45.00' LT
3
3 X
O
C9
REGISTERED Harper
PROFESSIONAL
ND SURYKYOR. Houf Peterson
Righellis Inc.
OREGON ENGINEER .S • PLANNERS
,warts.UOHN T. LANDSCAPE ARCHITECTS * SURVEYORS
CAM BELL
60C L5 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.II71.
Harper
41HPR Houf Peterson
Righellis Inc.
-.-...-. ................ __...----.. .-----------...--
ENGINEERS ♦ PL.. ANNERS
EXHIBIT "A" LANDSCAPE ARCNITE CTS♦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-2100
OWNER: Saxony-Pacific, L.L.C. Property No. 9
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Bargain and Sale Deed to Saxony-
Pacific L.L.C., recorded April 3, 2000 as Document 2000026058, Washington County
Records, said parcel being that portion of said property included in a strip of land lying
northwesterly 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 78015'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 36035'10" 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 22059'19";
Thence continuing along said proposed centerline and the arc of said curve to the right
(the long chord of which bears North 48004'50" 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 02022'38';
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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°2247" (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 50033'09" 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 50033'09" 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
61056'29"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 42003'27" 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 Northwesterly side of Centerline
6+75 7+50 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 106 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 Bargain and Sale Deed to Saxony-
Pacific L.L.C., recorded April 3, 2000 as Document 2000026058, Washington County
Records, said parcel being that portion of said property included in a strip of land lying
northwesterly of the aforementioned described proposed centerline of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
6+75 7+50 40.00 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 110 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
rREGISTERED
PROFESSIONAL
,AAN, D,�V, P,WYO .
c
LOREGO
JULY 15, 3
OHN T. C PBELL
60070 LS
t Z-31- t3
HP
EXHIBIT "B"
PACE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. s
PERMANENT R.O.W. EASEMENT
(D FOR ROAD PURPOSES
f 106 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
20 FOR ROAD PURPOSES \SCALEt 110 SQ.FT.
7+50.00
35.00' LT
7+50.00
40.00' LT ! ! 3 0 PROPOSED
! o h CENTERLINE
TAX LOT 2200
MAP N0. 2S 1 02AB C-0_
I co
TAX LOT 2100 N
MAP NO. 2S 1 02AB
6+75.00
.35.00' 'LT !
6+75.00 !
40.00' LT
REGISTERED
Harper
PROFESSIONAL Houf Peterson
AND SUR YOR
�yCf-/ 'ail
Righellis Inc.
OREGON ENG .INEERS • PLANNERS
d1LYls LANDSCAPE ARCHITECTS • SURVEYORS
JOHN T. CAM BELL 205 SES kane Stre Suite 200 Portlan OR 97202
soo7o Ls Po �
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
Harper
Houf Peterson
Righellis Inc.
ENGINE ER$ ♦ 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-2200
OWNER: James W. Toma and Geoffrey Toma Property No. 10
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Statutory Warranty Deed to James
W. Toma and Geoffrey Toma, recorded March 14, 2007 as Document 2007-027966,
Washington County Records, said parcel being that portion of said property included in
a strip of land lying northwesterly 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 62036'24"
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 60004'13"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 78015'28" 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°5919";
Thence continuing along said proposed centerline and the are 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 0 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 02022'47" (the long chord of which bears North 5144'32" 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
61056'29"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 Northwesterly side of Centerline
7+10 7+75 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 200 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 James
W. Toma and Geoffrey Toma, recorded March 14, 2007 as Document 2007-027966,
Washington County Records, said parcel being that portion of said property included in
a strip of land lying northwesterly of the aforementioned described proposed centerline
of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
7+10 7+75 40.00 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 200 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
Q.. 0
ORL
OREGON
JULY 15,2 3
J HN TQC PBELL
70 LS
1-Z -2
'itis 5;
EXHIBIT "B"
PAGE 1 OF 1
LEGEND DECEMBER 7, 2011
PROPERTY NO. 10
PERMANENT R.O.W. EASEMENT
Q1 FOR ROAD PURPOSES
t 200 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
02 FOR ROAD PURPOSES
f 200 SQ.FT.
SCALE
1" = 20'
TAX LOT 2300
MAP NO. 2S 1 02AB
Co
7+75.00 PROPOSED
35.00' LT 3 CENTERLINE
C
7+75.00
40.00' LTjtr
/
du-
TAX
TAX LOT 2200 .; ;; c o /
MAP NO. 2S 1 02AB 2
CIV
TAX LOT 2100 7+10.40.00'0 LT
MAP NO. 2S 1 02AB
7+10.001
35.00' LT yam'
0
1REGISTERED Harper
PROFESSIONAL
,4ND SUR YOR Houf Peterson
r
Righellis Inc.
OR 0
ru�rts, 3 ENGINEERS • PLANNERS
IL N T. C BELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.rom fax: 503.221.1171
_,4N Harper
7 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-2300
OWNER: Donald E, Hanson Trust Property No. 11
Page 1 of 3
PARCEL I — DEDICATION OF RIGHT-OF-WAY
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 Deed to Donald E. Hanson, as
Trustee of under the Donald E. Hanson Trust dated November 7, 2000, recorded
December 7, 2000 as Document 2000098039, Washington County Records, said parcel
being that portion of said property included in a strip of land lying northwesterly 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 62036'24"
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 60004'13"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 83020'36";
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28" 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 11 Spokane Street ♦ Suite 200 ♦ Portland, OR 97202 0 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 5903429" 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 59034'29" 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 55018'33» 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 02022'38";
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 50033'09" 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 50033'09" 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 42003'27" 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 Northwesterly side of Centerline
7+50 8+25 35.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
HP
The parcel of land to which this description applies contains 209 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 Deed to Donald E. Hanson, as
Trustee of under the Donald E. Hanson Trust dated November 7, 2000, recorded
December 7, 2000 as Document 2000098039, Washington County Records, said parcel
being that portion of said property included in a strip of land lying northwesterly of the
aforementioned described proposed centerline of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
7+50 8+25 40.00 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 land to which this description applies contains 47 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
D EYO
C
EGQN 153
CAMPBELL
070 Lt- l3
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 11
PERMANENT R.O.W..EASEMENT
Q1 FOR ROAD PURPOSES
t 209 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCAEQ FOR ROAD PURPOSES
f 47 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING) O
h
-8+25.00
35.00' LT /
8+25.0 PROPOSED
40.00' LT - CENTERLINES
TAX LOT 2401 /
MAP NO. 2S 1 02AB / J
/ / z
�c
1 �
RS
TAX LOT 2300
MAP NO. 2S 1 02AB
2 �t
Q
�. :: / ;v
7+50.00
40.00' LT
/ / z
7+50.00
35.00' LT
TAX LOT 2200
MAP NO. 2S 1 02AB
REGISTERED Harper
PROFESSIONAL
AND SURVEYOR. Houf Peterson
Aj
Righellis Inc.
OR GO ENGINEERS • PLANNERS
JULY 15
JOHN T. CAMPBELL 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
Harper
Houf Peterson
Righellis Inc.
............... .............
ENGINEERS # PLANNERS:
APt ARCHITECTS*SURVEYORS
EXHIBIT "A" LANDSCAPE................... __...1-1...... ......
Main St.: OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S I 02AB-2401
OWNER: Brian Ankele Property No. 12
Page 1 of 3
PARCEL I — DEDICATION OF RIGHT-OF-WAY
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 Brian
Ankele, recorded December 23, 2002 as Document 2002-157189, Washington County
Records, said parcel being that portion of said property included in a strip of land lying
northwesterly 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 36035'10" 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 are 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 # 503.221.1 131 ph # 503.221.1 171 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 are of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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
61056'29"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 42003'27" 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 Northwesterly side of Centerline
7+85 8+55 35.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
r <
The parcel of land to which this description applies contains 193 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 Brian
Ankele, recorded December 23, 2002 as Document 2002-157189, Washington County
Records, said parcel being that portion of said property included in a strip of land lying
northwesterly of the aforementioned described proposed centerline of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
7+85 8+55 40.00 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 land to which this description applies contains 69 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
1AAND_>W9YRyOR,f
pi Ay,
OREGON
JULY 15,2
gHiN T. CAMPBELLL600, LS
2-31- 13
HP
EXHIBIT "B"
PAGE i OF 1
DECEMBER 7, 2011
PROPERTY NO. 12
LEGEND
PERMANENT R.O.W. EASEMENT
0 FOR ROAD PURPOSES
\\\\\\\I t 193 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALE
Q FOR ROAD PURPOSES
t 69 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
TAX LOT 2402 8+55.00
MAP NO. 2S 1 02AB 35.00' LT /
8+55.00 -,----'7
40.00' LT /
/ o
CO
TAX LOT 2401
0
MAP NO. 2S 1 02A6
z W
2
0)
7+85.00 / Q
40.00'
TAX LOT 2300 / �0
MAP NO. 2S 1 02AB
7+85.00 3
35.00' LT
PROPOSED1
CENTERLINE
REGISTERED Harper
PROFESSIONAL
AND SURVEYOR Houf Peterson eterson
Righellis Inc.
(JOREGO
JULY 15. 2 - E N G I N E E R S + P L A N N E R S
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60074 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
Harper
P Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
LANDSCAPE ARCHITECTS*SURVEYORS
EXHIBIT «A„
Main St.: OR99W-- Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AB-2402
OWNER: Marvin R. Ankele and Kathryn J. Ankele Property No. 13
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Bargain and Sale Deed to Marvin R.
Ankele and Kathryn J. Ankele, recorded February 6, 1996 as Document 96010799,
Washington County Records, said parcel being that portion of said property included in
a strip of land lying northwesterly 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 62036'24"
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 78015'28" 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 22059'19";
Thence continuing along said proposed centerline and the arc of said curve to the right
(the long chord of which bears North 48004'50" East, 43.84 feet) 44.14 feet to station
2+73.49;
205 SE Spokane Street ♦ Suite 200 • Portland, OR 97202 ♦ www.hhpr.com 4 503.221.1131 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 59034'29" 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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (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 42003'27" 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 Northwesterly side of Centerline
8+25 9+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 246 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 Bargain and Sale Deed to Marvin R.
Ankele and Kathryn J. Ankele, recorded February 6, 1996 as Document 96010799,
Washington County Records, said parcel being that portion of said property included in
a strip of land lying northwesterly of the aforementioned described proposed centerline
of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
8+25 9+00 40.00 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 land to which this description applies contains 155 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
1REEISTEREo
PROFESSIONAL
/-tAW.U_8V�EYO9
GO
5, 3
AMPBELL.70 LS#HtNT.
2-3k -13
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 13
PERMANENT R.O.W. EASEMENT
(D FOR ROAD PURPOSES
± 246 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT SCALE
Q2 FOR ROAD PURPOSES 1" = 20'
155 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
S.W. BURNHAM ST. 9+18.84
9+00.00
35.00' LT
9+00.00 o
40.00' LT o
rn
(,D\ h
TAX LOT. 2402 co
MAP NO. 2S 1 02A6
2 ::
C.5
8+25.00 /
40.00' LT /
\\PROPOSED
TAX LOT 2401 / CENTERLINE
MAP NO. 2S 1 02AB
8+25.00
35.00LT
REGISTERED Harper
PROFESSIONAL
ND SUR YOR Houf Peterson
//49S(l al,0 Righellis Inc.
OREt VN ENGINEERS • PLANNERS
Axy 16.OHN T. CALL 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
Harper
Houf Peterson
Righellis Inc.
ENGINEERS. ..0PLANNERS
- - - ...................
L A N D S C A PARCHITECTS•SURVEYORS
EXHIBIT "A,, -..-. . I . �..........."I............____- --------
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 I of 3
PARCEL I — DEDICATION OF RIGHT-OF-WAY
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 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 60004'13"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 36035'10" 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 • 503.22 T.1171 fax
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59034'29" 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 59034'29" 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 5934'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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
61056'29"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 42003'27" 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.
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
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
LA D O
r
R OLY 15,. C _ LL0070 LS
31 -I.
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7. 2011
PROPERTY NO. 14
LEGEND
PERMANENT R.O.W. EASEMENT
C) FOR ROAD PURPOSES
t 250 SQ.FT.
SCALE
TEMPORARY CONSTRUCTION EASEMENT 1" = 30�
Q2 FOR ROAD PURPOSES
t 500 SQ.FT.
0 r9+50.00
35.00' RT
S.W. BURNHAM STREET �9+50.0045.00' RT
/ TAX LOT 500
9+18.84 / MAP NO. 2S 1 02AC
0
w ..
TAX LOT 2402 1 �
MAP NO. 2S 1 02AB
'•= TAX LOT 600
MAP NO. 2S 1 02AC
3� L'-8+50.00
PROPOSED rn 45.00' RT
CENTERLINE / 2 8+50.00
35.00' RT
TAX LOT 700
MAP NO. 2S 1 02AC
9
W
REGISTERED Harper
PROFESSIONAL
LAND SURVEYOR P Houf Peterson
1�41�
Righellis Inc.
OREGON ENGINEERS • PLANNERS
JULY t5,
N T. CAMPBELL 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
Harper
Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
EXHIBIT "A" LANDSCAPE ARC HITECTS♦SURVEYORS
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map & Tax Lot No. 2S 1 02AC-500
OWNER: Woodard Living Trust Property No. 15
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Bargain and Sale Deed to Charles
Leo Woodard and Arlie Charlene Woodard, Trustees of the Woodard Living Trust U/I/D,
recorded July 2, 2009 as Document 2009-060307, 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
West, W.M., City of Tigard, Washington County, Oregon.
Thence South 60004'13"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 83020'36";
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 36035'10" 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 22059'19";
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 59034'29" 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 5407'14" 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 02022'47" (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 4203'27" 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
9+00 10+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 268 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 Bargain and Sale Deed to Charles
Leo Woodard and Arlie Charlene Woodard, Trustees of the Woodard Living Trust U/I/D,
recorded July 2, 2009 as Document 2009-060307, Washington County Records, said
parcel being that portion of said property lying northwesterly 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 Southeasterly side of Centerline
9+00 9+56.77 45.00 feet
9+56.77 9+56.64 45.00 feet in a straight line to 61.47 feet
9+56.64 10+00 61.47 feet in a straight line to 61.81 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 land to which this description applies contains 638 square feet more or
less.
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 EYO
1.110
R GOV
JULY 15, 03
OHN T. CAMPBELL
60070 LS
iy-3�-f3
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 15
LEGEND
PERMANENT R.O.W. EASEMENT
O1 FOR ROAD PURPOSES
t 268 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALEFOR ROAD PURPOSES
638 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
10+02.97
o S.W. BURNHAM STREET
0 10+00.00
PROPOSED 35.00' RT
CENTERLINE �X1STl I 1 +800.R00
Nc/RO•
TAX LOT 2800 M 1
MAP NO, 2S 1 02AB c
::/
CO w . 9+56.64
61.47' RT
S.W. BURNHAM STREET 1 `1 77
9+56.
.If 45.00' RT
I Z ........... TAX LOT 500
9+18.84 MAP N0. 2S 1 02AC
1.' . 9+00.00
3 3 45.00' RT
TAX LOT 2402 / Cd
c
MAP NO. 2S 7 02AB TAX LOT 600
-CVZ MAP NO. 2S 1 02AC
/ oma, 9+00.00
o z cu 35.00' RT
REGISTERED Harper
PROFESSIONAL u
AND SURVEYOR P Houf Peterson
Righellis Inc.
ORE N ENGINEERS • PLANNERS
JULY 15,
N T. CAMPBELL 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
Harper
Houf Peterson
Righellis Inc.
- -----.-1-.- .....------..-..._..-----....... ------
ENGINEERS • PLANNERS
EXHIBIT «A,r LANDSCAPE ARCHITECT S•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-2800
OWNER: Dennis C. Thompson, Charles M. Kaady Property No. 16
Page 1 of 3
PARCEL 1 —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 Memorandum of Contract to Dennis
C. Thompson and Charles M. Kaady, recorded June 8, 1978 as Document 78 25712,
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
9+20 10+20.14 40.47 feet in a straight line to 40.67 feet
10+20.14 11+40 40.67 feet in a straight line to 41.89 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 992 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 62036'24"
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 60004'13"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 83020'36";
205 SE Spokane Street • Suite 200 • Portland, OR 97202 • www.hhpr.com ♦ 503.221.1131 ph • 503.221.1171 fax
Thence continuing along said proposed centerline and along the arc of said curve to
the left (the long chord of which bears North 78015'28 East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 36035'10" 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 22059'19";
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 59034'29" 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 59034'29" 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 55018'33" 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 02022'38";
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 50033'09" 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
61056'29"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.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
611
GY30 YO
REGO
TJHN
LY 15,2 3
. CAMPBELL
0070 LS3� -t3
i
EXHIBIT "B"
PAGE 1 OF 1-
DECEMBER 7, 2011
PROPERTY NO. 16
LEGEND
TEMPORARY CONSTRUCTION EASEMENT
�1 FOR ROAD PURPOSES
t 992 SQ.FT. SCALE
1" = 50'
A
�jcC� PROPOSED CENTERLINE
x
11+40.00 /
41.89' LT sR�o f
a
-r _ STREET x��
ELECTRIC
t g
_4j
1•' Go
10+20.14 TAX LOT 4800
40.67' LT �..' ' z MAP NO. 2S 1 02AB
w
TAX LOT 2800 ''' ,N �62
MAP NO. 2S 1 02AB Z
g S.W. BURNHAM STREET
(D 3 A,
9+20.00 1:
40.47 LTf:;'r k
TAX LOT 500
EXISTING R.O.W. _ MAP NO. 2S 1 02AC
S.W. BURNHAM STREET $
REGISTERED Harper
PROFESSIONAL
AMP SOYOR P Houf Peterson
Righellis Inc.
OREGON
AXY15, 2oo3 E N G I N E E R S • P L A N N E R S
J N T. CAMPBELL 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
i
Harper
HP Houf Peterson
Righellis Inc.
- . .
EN - - .R...S- - N A
- . N E,RS- ..---_..
GINEE • PLAE
EXHIBIT «A„ LANDSCAPE ARG N ITEC TS•S URV EY O RS
Main St.: OR99W—Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-4800
OWNER: Nicolas Capistrano III Property No. 17
Page 1 of 3
PARCEL 1 —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 Parcel 1 of Warranty Deed to
Nicolas Capistrano III, as Trustee of the Nicholas Capistrano III Revocable Living Trust
U/T/A, recorded January 24, 2003 as Document 2003-010928, 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 62036'24"
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 78015'28" 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 22059'19";
Thence continuing along said proposed centerline and the arc of said curve to the right
(the long chord of which bears North 48004'50" 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 59034'29" 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14» 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 02022'47" (the long chord of which bears North 51044'32" 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
61056'29"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
10+50 11+10 35.00 feet
EXCEPTING therefrom that portion lying within the existing right7of-way of S.W. Main
Street and any portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 11 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTOED
PROFESSIONAL
O
ORE N
JULY 15,
HN T. C PBELL
60070 LS
x
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 17
LEGEND
TEMPORARY CONSTRUCTION EASEMENT
(DFOR ROAD PURPOSES
t 11 SQ.FT. NET AREA \SCALE(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
3 TAX LOT 4700
C; MAP NO.
o 11+10.00 2S 1 02AB
35.00' RT
PROPOSED
CENTERLINE
! TAX LOT 4800
MAP NO. 2S 1 02AB
00 Zr ..•':l
+
I
L,---10+50.00
EXISTING R.O.W.
35.00' RT
fooC6
0)
S.W. BURNHAM STREET
rn
REGISTERED harper
PROFESSIONAL
LANDS n YOR Houf Peterson
Righellis Inc.
OREGON ENGINEER $ • PLANNERS
JULY 15. 2003
HN T. CAMPB 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
Harper
~r
Houf Peterson
Righel is Inc.
ENGINEERS • PLANNERS
EXHIBIT «A>>
LANDSCAPE�ARCHITECTS�S URVEYORS
Main St.: OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-4700
OWNER: Multiple Owners Property No. 18
Page 1 of 3
PARCEL 1 —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 Correction Special Warranty Deed
to Lisa A. Cach and Joan Cach, Co-Trustees of the Cach Family Revocable Family
Trust dated July 1, 2002, recorded December 28, 2006 as Document 2006-152418,
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 62036'24"
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 60004'13"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 22059'19";
205 SE Spokane Street • Suite 200 ♦ Portland, OR 97202 ♦ www.1l,r.com ♦ 503.221.1131 ph ♦ 503.221.1171 In
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 59034'29" 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 55018'33" 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 02022'38";
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 50033'09" 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
61056'29"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 42003'27" 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
11+00 11+31.41 40.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street and any portion thereof lying within existing building structures.
The parcel of land to which this description applies contains 34 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTEIED
PROFESSIONAL
/bAN Q�SUJWEYO F�
r 41/ 1
0 M0
JULY 15,r3
LY
J HtNT. ,CAMPBELL
j
60070 LS
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 18
LEGEND
TEMPORARY CONSTRUCTION EASEMENT
Oi FOR ROAD PURPOSES
f 34 SQ.FT. NET AREA SCALE
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING) 1" 20'
r
W. ELECTRIC STREET L=33,19'S. R=8800.000.0
0'
b=02'22'3$"
11+64.60 LC=N54'07'14"E TAX LOT 4500
0 3319, MAP NO. 2S 1 02AB
PROPOSED Vw,t
CENTERLINE
TAX LOT 4600
MAP NO.
i 2S 1 02AB
�,' 11+31.41 PC
Q k� AC ' 40.00' RT
00
:.`
LU ''''''`'� TAX LOT 4700
MAP NO. 2S 1 02AB
o
+ lcoC `j
z
L----11+00.00
40.00' RT
REGISTERED Harper
PROFESSIONAL
ND SURV D YOR HoUf Peterson
Righellis Inc.
GREG N
JULY 15'
ENGINEERS • PLANNERS
JOHN T. CAMPB LL 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
i
I
i
I
r Harper
Houf Peterson
Righellis Inc.
--------.................- ---------
ENGINEERS • PL ANMERS
LANDSCAPE ARCHITECTS*SURVEYORS
EXHIBIT "A»
Main St.: OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-4600
OWNER: Jose Evodio Pozos Perez and Feiipa R. Perez Property No. 19
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Deed Creating Estate By The Entirety
to Jose Evodio Pozos Perez and Felipa R. Perez, recorded August 24, 1999 as Document
99099009, 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 62036'24" 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 78015'28" East, 169.54 feet) 185.46 feet to station
2+25.61;
Thence North 36035'10" 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 22059'19";
Thence continuing along said proposed centerline and the are of said curve to the right
(the long chord of which bears North 48004'50" East, 43.84 feet) 44.14 feet to station
2+73.49;
1
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 59034'29" 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 02022'38";
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 51044'32" 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
11+15 11+60 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 72 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 Deed Creating Estate By The Entirety
to Jose Evodio Pozos Perez and Felipa R. Perez, recorded August 24, 1999 as Document
99099009, Washington County Records, said paecel 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
11+15 11+60 40.00 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 166 square feet more or less.
PARCEL 3 — PERMANENT SIDEWALK 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 Deed Creating Estate By The Entirety
to Jose Evodio Pozos Perez and Felipa R. Perez, recorded August 24, 1999 as Document
99099009, Washington County Records, said parcel being that portion of said property
lying northwesterly 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 Southeasterly side of Centerline
11+15 11+29.42 47.70 feet in a straight line to 33.00 feet
11+29.42 11+60 33.00 feet (parallel with the proposed centerline of S.W.
Main Street)
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 7 square feet more or less.
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.
REGISTPRED
PROFESSIONAL
VEY
OREG
JULY 15, 3
HN T. C PBELL z
60070 LS .".
EXHIBIT "B"
PAGE 1 OF 1
LEGEND DECEMBER 7, 2011
PROPERTY NO. 19
PERMANENT R.O.W. EASEMENT
U7 FOR ROAD PURPOSES
f 72 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
Q2 FOR ROAD PURPOSES
f 166 SQ.FT. (INCLUDES SQUARE FOOTAGE IN
PARCEL 3—BELOW) \SCALEPERMANENT SIDEWALK EASEMENT
Q FOR PEDESTRIAN ACCESS PURPOSES.
t 7 SQ.FT.
PROPOSED
CENTERLINE
00
Q� x +-) p
g
�� Lu
� LU 3
11+64.60 11+60.00
TR4� STREET z 33.00' RT
F= 11+60.00
$.W• E -E�r - ¢ w 40.00' RT
TAX LOT 4500
L=33.19' MAP NO. 2S 1 02AS
R=800.00' = ( 1 J
A--02'22'38" 3
LC=N54'07'14"E !ri 1 :': --Q2
33.19' I TAX LOT 4600
_ 11+29.42 MAP N0.
P�4 3 ,41 33.00' RT 2S 1 02A8
ao.
,n ^ 11+1500 3 �� TAX LOT 4700
LO CO MAP RT MAP NO. 2S 1 02AS
0 \11+15.00
+ _ 11+15.00 47.70' RT
40.00' R T
---
REGISTERED Harper
PROFESSIONAL Houf Peterson
ND SUR YOR
Righellis Inc.
0 EOON ENGINEERS • PLANNERS
HN T. CAMP ELL
4MY15. 2003 LANDSCAPE ARCHITECTS • SURVEYORS
J
T.
LS 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.co►n fax: 503.221.1171
Harper
A . Houf Peterson
Righellis Inc.
ENGINEERS..- .. . ♦
---PLANNERS
-. - - . - --
LANDSCAPE ARCH ITECTS+SURVEYORS
EXHIBIT "A" ....................
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
Der-ember 7, 2011 Map & Tax Lot No. 2S 1 02AB-4500
OWNER: Tigard Main St. Commercial Properties, LLC Property No. 20
Page 1 of 3
PARCEL I — DEDICATION OF RIGHT-OF-WAY
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 Parcel 11 of Statutory Warranty Deed
to Tigard Main St. Commercial Properties, LLC, recorded May 25, 2007 as Document
2007-057930, 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 62036'24"
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 5903429" 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 0222'38";
Thence continuing along said proposed centerline and the are of said curve to the left
(the long chord of which bears North 54007'14" 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 02022'47" (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 50033'09" 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
11+31.41 11+97,83 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 142 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 Parcel 11 of Statutory Warranty Deed
to Tigard Main St. Commercial Properties, LLC, recorded May 25, 2007 as Document
2007-057930, 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
11+31.41 11+97.83 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.
The Parcel of land to which this description applies contains 237 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
ZIA
O
!T. CAMPBELL
Edo
tHN
5,
J
0 LS
i
i
I
i
i
EXHIBIT $$B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 20
LEGEND
PERMANENT R.O.W. EASEMENT
(D FOR ROAD PURPOSES
f 142 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT SCALE
Q2 FOR ROAD PURPOSES 1" = 20'
f 237 SQ.FT.
TAX LOT 4400
PROPOSED MAP NO. 2S 1 02AB
CENTERLINE 11+97.83 PT
TAX LOT 3200 a 33.00' RT
MAP NO. 2S 1 02AB C1411+97.83 PT
38.00' RT
L=33.23 W
R=800.00' J :;7
--------6--02'22'47n
LC=N51'44'32"E
33.22' :f
SHEET l 11+64.60 TAX LOT 4500
1C
S.W• :.:`:`j MAP NO. 2S 1 02AB
L=33.19' Z ::'`.':� 1
R=800.00'
6--02'22'38»
LC=N54'07'14"E j
33.19' j J
I 3 J j TAX LOT 4600
3 o f j MAP NO. 2S 1 02AB
L---,11+31.41 PC
�1x j 38.00' RT
00 11+31.41 PC
u� 33.00' RT
ui
CO
REGISTERED Harper
PROFESSIONAL
ND SURXEYOR Houf Peterson t.erson
Righellis Inc.
OREGELSJ
JULY 75, ENGINEERS • PLANNERS
OHN T. CLANDSCAPE ARCHITECTS • SURVEYORS
60070 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpneom fax: 503.221.1171
II
i
Harper
' HP Houf Peterson
Righellis Inc.
-....................-_- -. -..._ -_.
EN G I NEE RS O PL ANNERS
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-3100
OWNER: Chrisman Family Trust Property No. 21
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Parcel 1 of Warranty Deed to
Richard Chrisman and Heather Chrisman, Trustees of the Chrisman Family Trust
U/T/A, recorded August 1, 1997 as Document 97071465, Washington County Records,
said, parcel being that portion of said property included in a strip of land lying
northwesterly 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 78015'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 36035'10" 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 22059'19";
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;
I
I
205 SE Spokane Street • Suite 200 • Portland, OR 97202 ♦ www.hhpr.com ♦ 503.221.1131 ph ♦ 503.221.1171 fax
i
i
i
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59034'29" 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°3429" 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 59034'29" 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 54007'14" 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 51044'32" 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 50033'09" 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 50033'09" 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
61056'29" 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 42003'27" 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 Northwesterly side of Centerline
11+50 12+50 37.00 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 353 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 Parcel 1 of Warranty Deed to
Richard Chrisman and Heather Chrisman, Trustees of the Chrisman Family Trust
U/T/A, recorded August 1, 1997 as Document 97071465, Washington County Records,
said parcel being that portion of said property included in a strip of land lying
northwesterly of the aforementioned described proposed centerline of S.W. Main Street.
Station to Station Width on Northwesterly side of Centerline
11+50 12+50 47.00 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 land to which this description applies contains 444 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
D O
O GOtJ
JULY 15, 3
J HN T. C70 LSPBELL
IZ-3�- t3
e:li"
EXHIBIT "B"
PAGE 1 OF 1
LEGEND DECEMBER 7, 2011
PROPERTY NO. 21
PERMANENT R.O.W. EASEMENT
O1 FOR ROAD PURPOSES
t 353 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
2U FOR ROAD PURPOSES
+ 444 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
12+50.00 SCALE
37.00' LT 1" = 20'
12+50.00/ 3 +
47.00' LT j !� N I PROPOSED
f CENTERLINE
TAX LOT 3500
MAP NO. 2S 1 02AB ! !I X
Z
:: Q �
a �t
z
TAX LOT 3100 "'`''"''''` T
MAP NO. 2S 1 02A8
...............; .:
: .. L=33.23'
F; .... R=800.00'
::: .j LC=N51'44'32"E !
I ! 33.22'
11+50.00 � ! I
47.00' LT ! ! f 11+64.60
fECTRIC SREET
El h
11+50.00
37.00' LT u
REGISTERED Harper
PROFESSIONAL
ND SUR YORJ Houf Peterson
i
Righellis Inc.
0 'EG-ON[
JULY 15, 22
ENGINEERS • PLANNERS
)OHN T. CAMPBELL LANDSCAPE ARCHITECTS + SURVEYORS
60070 LS 205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
Harper
r P Houf Peterson
Righelli
' s Inc.
v ENGINEERS ♦ PLANNERS
EXHIBp IT "Af7 LANOSC APE ARC HITECTS*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-3500
OWNER: Erdman Company, LLC Property No. 22
Page 1 of 4
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, 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 100008'42", long chord
bears North 00028'47" 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 59034'29" 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°3429" 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 55018'33" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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.
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 100008'42", long chord
bears North 00028'47" 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.
i
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 OR
COREMN
15,
CAMPBELL
070 LS
12~3t-13
I
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
Q FOR ROAD PURPOSES
t 720 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
L-26.22' SCALE
R=15.00' 1 = 40'
A--100'08'42"
12+91.58 LC=NO'28'47"E
54.64' LT 23.01'
13+15.00 13+28.27
124.02' Lf� —
S.W, TIGARD STREET
13+10i — -I 1
67.92' LT 12+ y4
90.27
1 PROPOSED
_--
CENTERLINE
12+79.01 f 61.94' ao
124.84' LT + 1
12+80.43 .. ` 12+76.81
37.00' LT
60.18 LT 12+81.73
52.88' LT
L=8.74'
R=5.00' W
A-=100'08'42" .......:
12+76.81 Lrl
LC=N0'28'47"E 47.00' LT '' 4-
7.67' TAX LOT 3500
MAP N0.
2S 1 02AB
12+00.00 ( f o ?
47.00' LT\ f f a
�.1 c� _
TAX LOT 3100 83
MAP NO. 2S 1 02AB X N til+97.
w j
12+00.00 3 L=33.23'
37.00' LT Vj R=800.00'
A--02.22'47„
SA ELECTRICSTREET LC=N51'44'32"E
33.22'
11+64.60 u
REGISTERED Harper
PROFESSIONAL Hoof Peterson
AND SUR YOR
/'dj Righellis Inc.
UORE ON ENGINEERS + PLANNERS
JULY 15. 20031
HN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 205 SB Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.coin fax: 503.221.1171
Harper
. P Houf Peterson
Righellis Inc.
...................................E R- --P L--- --......_ - -
/� 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-4400
OWNER: Robert M. Marr and Marie L. Wolf-Marr Property No'. 23
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Bargain and Sale Deed to Robert M.
Marr and Marie L. Wolf-Marr, recorded November 7, 2003 as Document 2003-189381,
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 62036'24"
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 78015'28" 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 • 503.22 T.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 59034'29" 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 59034'29" 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 02022'38';
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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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 50033'09 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 42003'27" 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
11+75 12+50 33.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
i
The parcel of land to which this description applies contains 142 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 Bargain and Sale Deed to Robert M.
Marr and Marie L. Wolf-Marr, recorded November 7, 2003 as Document 2003-189381,
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
11+75 12+50 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.
The Parcel of land to which this description applies contains 236 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
IAMU_Suwl�yopy
oRE
gJHN
ULY 15,20 3.
T. CAMPBELL
60070 LS
-3 3
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 23
PERMANENT R.O.W. EASEMENT
Q7 FOR ROAD PURPOSES
t 142 SQ.FT.
\SCALETEMPORARY CONSTRUCTION EASEMENT1
Q FOR ROAD PURPOSES
t 236 SQ.FT.
12+50.00
Q 33.00' RT
U') 12+50.00
RT
TAX LOT 3500 TAX LOT 4300
MAP N0. 2S 1 02AB o W MAP NO. 2S 1 02AB
W
TAX LOT 4400
PROPOSED A Q ... MAP NO. 2S 1 02AB
CENTERLINE o g ,,
1
TAX LOT 3200 o
MAP NO. 2S i 02AB �+ cd ::;::::..�
L=33.23'
R=800.00' j
fes/R=800.00' J !
L-=02'22'47" f
LC=N51'44'32"E
T 33.22' TAX LOT 4500
E�C'[RiC SZR �d MAP NO. 2S 1 02AB
S.W. _
rJ
�^ 11+64.60 11+75.00
o 38.00' RT
+ w 11+75.00
T 33.00' RT
REGISTERED Harper
PROFESSIONAL
LAND SUR YOR I
P t
Houf Peterson
A 1--- ( I A
Righellis Inc.
OREGON/-
JULY M 20CP E N G I N E E R S • P L A N N E R S
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
soo7o 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
Harper
Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
LANDSCA .. _ .....—..-.____
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-4300
OWNER: Tigard Main St. Commercial Properties, LLC Property No. 24
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Parcel 1 of Statutory Warranty Deed
to Tigard Main St. Commercial Properties, LLC, recorded May 25, 2007 as Document
2007-057930, 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
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 7815'28" 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 22059'19";
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
i
I
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59034'29" 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 0222'38';
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 50033'09" 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+20 13+00 33.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
i
The parcel of land to which this description applies contains 140 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 Parcel 1 of Statutory Warranty Deed
to Tigard Main St. Commercial Properties, LLC, recorded May 25, 2007 as Document
2007-057930, 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+20 13+00 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 land to which this description applies contains 231 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
[/[)� REGISTERED
Np PROFESSIONAL
S YOR
OREGW31'
JULY 15,
JCIkiN T. CAMPBELL
60070 LS
1
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 24
PERMANENT R.O.W. EASEMENT
Q1 FOR ROAD PURPOSES
140 SQ.FT,
TEMPORARY CONSTRUCTION EASEMENT SCALE
20 FOR ROAD PURPOSES
t 231 SQ.FT. NET AREA 1" = 30'
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
S.W. TIGARD STREET 13+28.27 TAX LOT 4000
MAP NO. 2S 1 02AB
PROPOSED
CENTERLINE 13+00.00
33.00' RT
0 13+00.00
W 38.00' RT
J g f 1 TAX LOT 4100
MAP NO. 2S 1 02AB
� 1 j
o Z
TAX LOT 3500
MAP NO. 2S 1 02A6 j _`;;:� TAX LOT 4300
MAP NO. 2S 1 02AB
O
12+20.00
10 03 j 38.00' RT
M
TAX LOT 4400
uQ� z MAP NO. 2S 1 02AB
TAX LOT 3200 0
MAP 'N0. 2S 1 02A6 / X 12+20.00
J / 33.00' RT
REGISTERED Harper
PROFESSIONAL
"° SUR YOR Houf Peterson
114'1� W
Righellis Inc.
OREGON
,KLrts, zoo ENGINEERS • PLANNER S
HN T. CAMPBELL 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: 503.221.117I
Harper
N. Houf Peterson
Righellis Inc.
------ - -- ..-.......--- _ - ---
..........
ENGINEERS * PLANNERS
EXHIBIT "A" LANDSCAPE ARCHITECTS+SURVEVORS
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, 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 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 6236'24"
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 78015'28" 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 48004'50" 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 59034'29" 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 59034'29" 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 59034'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55018'33" 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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54007'14" 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 51044'32" 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 50033'09" 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 50033'09 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
61056'29" 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 42003'27" 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
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 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 land to which this description applies contains 163 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
LA D_W^EYC!Py
rEGO
15,
C PBELL
070 LS
t -13
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 25
PERMANENT R.O.W. EASEMENT
Q1 FOR ROAD PURPOSES
t 111 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALEFOR ROAD PURPOSES
f 163 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
0
'n w
+
o f 13+40.00
M_ 33.00' RT
o
0
z r--�13+40.00
MARD STREET 13+28.27 1 38.00' RT
1 TAX LOT 4000
j r
PROPOSED MAP NO. 2S 1 02AB
CENTERLINE . .:.i
C3 f-- 22
Ld rF 7
o 1 ! TAX LOT 4100
++ t/1 ` MAP NO. 2S 1 02AB
Z
Q'
TAX LOT 3500 w
2S1P 02AB o 1 12+70.00
1 1 38.00' RT
z y I TAX LOT 4300
0 MAP NO. 2S 1 02AB
12+70.00
33.00' RT
X
�
0
U')
CV
REGISTERED Harper
PROFESSIONAL Houf Peterson
AND SUR YOR
//AI Waym.'Af Righellis Inc.
U
OREGON ENGINEERS • PLANNERS
JULY 15, 2 LANDSCAPE ARCHITECTS • SURVEYORS
OHN T. CAM BELL
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
Harper
Houf Peterson
Ri hellis Inc.
_ g
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 02AB4000
OWNER: Bruce R. Cauthorn and Gregory J. Sommers Property No. 26
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Statutory Warranty Deed to Bruce
R. Cauthorn and Gregory J. Sommers, recorded June 15, 2000 as Document
2000047266, 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 60004'13"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 83020'36",-
Thence
3°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 22059'19";
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 59034'29" 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 59034'29" 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 02022'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 5407'14„ 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 02022'47" (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 50033'09" 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
13+10 13+50 33.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
i
The parcel of land to which this description applies contains 53 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 Bruce
R. Cauthorn and Gregory J. Sommers, recorded June 15, 2000 as Document
2000047266, 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
13+10 13+50 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 land to which this description applies contains 32 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
[ REGISTERED
PROFESSIONAL
Z�AVDS O
CGON
5, 3
AMPBELL70 LS
t Z �- 13
i
1
i
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 26
PERMANENT R.O.W. EASEMENT
O FOR ROAD PURPOSES
t 53 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALE02 FOR ROAD PURPOSES
32 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
PROPOSEDTAX LOT 5303
CENTERLINEMAP NO. 2S 1 02AB
!-H o
13+50.00
z 33.00' RT
+ w '�^
F O � v!
M , w ! �-13+50.00
38.00' RT
13+28.27TAX LOT 0
z
MAP NO. 2S 10
02AS
S,W, TIGARD STREET
vi !
�-�38.00'
13+10.00
RT
o w
+ m 13+10.00
33.00' RT
f o TAX LOT 4100
«� MAP NO. 2S 1 02AB
rz
1
REGISTERED Harper
PROFESSIONAL
AND SUR YOR X Houf Peterson
Righellis Inc.
OREGON
unrts, soaa E N G I N E E R S • P L A N N E R S
OHN T. CAMPIELLLANDSCAPE 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
w Harper
Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
LANDSCAPE ARCHITECTS*SURVEYORS
EXHIBIT "A„ --- ---- -_-- - ---.__..... ----
Main St.: OR99W— Rail Corridor(Tigard) State No. FAP 7365(009), Key No. 15600
December 7, 2011 Map &Tax Lot No. 2S 1 02AB-3900
OWNER: Nicolas Capistrano III Revocable Living Trust Property No. 27
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Warranty Deed to Nicolas
Capistrano III, as Trustee of the Nicolas Capistrano Revocable Living Trust U/T/A,
recorded January 24, 2003 as Document 2003-010927, 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
West, W.M., City of Tigard, Washington County, Oregon.
Thence South 60004'13"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 are 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 36035'10" 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 2259'19";
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 59034'29" 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 55018'33" 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 02022'38";
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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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 50033'09" 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 42003'27" 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
13+30 14+05 33.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
HP:
The parcel of land to which this description applies contains 161 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 Warranty Deed to Nicolas
Capistrano Ili, as Trustee of the Nicolas Capistrano Revocable Living Trust U!T/A,
recorded January 24, 2003 as Document 2003-010927, 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
13+30 14+05 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 land to which this description applies contains 268 square feet more or
less.
See attached Exhibit "B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
OR
EGON
15,
VH!NC PBELL07-0 LS2-3t �t3
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
PROPERTY NO. 27
LEGEND
PERMANENT R.O.W. EASEMENT
O1 FOR ROAD PURPOSES
t 161 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT SCALE
Q2 FOR ROAD PURPOSES 1" = 30'
268 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING)
PROPOSED
CENTERLINE 14+05.00
33.00' RT
0
o _ TAX LOT 5303
MAP NO. 2S 1 02AB
14+05.00
"TAX LOT 5800 38.00' RT_o .:::�
MAP N0. 2S 1 02AB
2
TAX LOT 3900
MAP NO. 2S 1 02AB
0
13+28.27 z
Z 3 X13+30.00
STREET ' a 38.00' RT
S.W. TIGARD0 13+30.00
C) F 33.00' RT
o 3 TAX LOT 4000
r7 (/1 MAP NO. 2S 1 02AB
+o�
0
TAX LOT 3500
MAP NO. 2S 1 02Q too
LO
fz
I
-- Harper
REGISTERED
PROFESSIONAL UPHouf Peterson
AND SUR EYOR
Righellis Inc.
U ' E 0 E N G I N E E R S • P L A N N E R S
Axy15, 2a LANDSCAPE ARCHITECTS • SURVEYORS
OHN 600 0 LSBELLJ
I 205 SE Spokane Street, Suite 200, Portland,OR 97202
phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
EXP. 12-31-13
Harper
' Houf Peterson
Righellis Inc.
ENGINEERS • PLANNERS
EXHIBIT "A" LANDSCAPE ARC KITE CTS♦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-5800
OWNER: The Tigard Area Chamber of Commerce Property No. 28
Page 1 of 3
PARCEL 1 —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 Bargain and Sale Deed. to The
Tigard Area Chamber of Commerce, recorded May 28, 1996 as Document 96047222,
Washington County Records, said parcel being that portion of said property lying
Southerly 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
13+35 13+48.99 60.59 feet in a straight line to 63.09 feet
13+48.99 13+49.78 63.09 feet in a straight line to 58.64 feet
13+49.78 13+50.29 58.64 feet in a straight line to 56.67 feet
13+50.29 13+69.32 56.67 feet (along arc with a 20.00 foot radius curve
left, having a central angle of 74041'00", long chord
bears North 88°52'21" East, 24.26 feet and arc length
of 26.07 feet) to 41.62 feet
13+69.32 13+74.02 41.62 feet in a straight line to 41.54 feet
13+74.02 13+73:48 41.54 feet in a straight line to 25.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-ways of S.W. Main
Street and S.W Tigard Street and any portion thereof lying within existing building
structures.
The parcel of land to which this description applies contains 191 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
a
}
i
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 60004'13"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 36035'10" 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 22059'19";
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 59034'29" 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 02022'38";
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 50033'09" East, 130.44 feet to the intersection with the centerline S.W.
Tigard Street at Station 13+28.27;
i
E
i
f
l
l
i
I
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
61056'29"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.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
f NJ
N D YO
c
OREGON
JULY 15,2 03
J HN T CAMPBELL
T.
LS
1 'Z-31- 13
i
i
i
i
EXHIBIT
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 28
TEMPORARY CONSTRUCTION EASEMENT
Q1 FOR ROAD PURPOSES
f 191 SQ.FT. NET AREA
(EXCLUDES ANY AREA WITHIN EXISTING BUILDING) SCALE
" — 20'
N
SOUTHERN PACIFIC f_ _ ---�-- 1
(BURLINGTON NORTHERN R.R.)
13+74.02 1
41.54' LT
13+69.32 13+73.48
41.62' LT 25.00' LT
0
0
3 + o
L=26.07' +x F
R=20.00' c�
13+50.29 t1=74'41'00" rw W
56.67' LT LC=N88'52'21"E ,—`"� o
24.26'
TAX LOT 5800 0
MAP NO. 2S 1 02AB z
13+49.78 l Z
58.64' LT PROPOSED
13+48.99 CENTERLINE
63.09' LTCd
o
I � r
13+35.00
60.59' LT
REGISTERED Harper
PROFESSIONAL
[,LAND SURYOR Houf Peterson
14k'4-( .( aj/[/I
Righellis Inc.
OREGON ENGINEERS • PLANNERS
uT. C
HN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
I
Harper
Houf Peterson
Righellis Inc.
ENGINEERS ♦ PLANNERS
EXHIBIT "A» LANDSCAPE ARCH]TECTS♦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-5303
OWNER: Tri-County Metropolitan Transportation District of Oregon, Property No. 29
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, Willamette Meridian, City of Tigard, Washington County, Oregon, and
being a portion of that tract of land as described by Warranty Deed to Tri-County
Metropolitan Transportation District of Oregon, recorded October 23, 2007 as Document
2007-112442, 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
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 36035'10" 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 22059'19";
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;
i
i
i
205 SE Spokane Street ♦ Suite 200 • Portland, OR 97202 • www.hhpr.com Or 503.221.1131 ph ♦ 503.221.1171 fax
i
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 59034'29" 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 54007'14" 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 02022'47" (the long chord of which bears North 51044'32" 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 50033'09" 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
13+80 14+25 33.00 feet
EXCEPTING therefrom that portion lying within the existing right-of-way of S.W. Main
Street.
HP
The parcel of land to which this description applies contains 48 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 Warranty Deed to Tri-County
Metropolitan Transportation District of Oregon, recorded October 23, 2007 as Document
2007-112442, 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
13+80 14+25 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.
The Parcel of land to which this description applies contains 83 square feet more or
less.
See attached Exhibit"B" hereby incorporated by reference.
REGISTERED
PROFESSIONAL
EY
OREGO
JULY 15,2
J HN T. CAMPB L
60070 LS
42-31. `l3
HP
i
i
r
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 7, 2011
LEGEND PROPERTY NO. 29
PERMANENT R.O.W. EASEMENT
(D FOR ROAD PURPOSES
48 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALE
Q FOR-ROAD PURPOSES
t 83 SQ.FT.
(BURLINGTON NORTHERN SOU iHERN PACIFIC R.R. 1 — 14+25.00
33.00' RT
1",-14+25,00
! 1 38.00' RT
0 1 :.:.:.j TAX LOT 5303
•- -H 1 MAP NO. 2S 1 02AB
l a� ) I ...J
O 1
PROPOSED 13+80.00
CENTERLINE o 0 38.00' RT
2
z
f z 13+80.00
31i f=
1 0 33.00' RT
Cd X
W
O
+ TAX LOT 3900
MAP NO. 2S 1 02AB
REGISTERED
Harper
PROFESSIONAL
ND SU YOR Houf Peterson
Righellis Inc.
0 GVJULY 15, 200 E N G I N E E R S *0 P L A N N E R S
OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 205 SE Spokane Street, Suite,200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.co►n fax:.503.221.1171