Resolution No. 13-16 CITY OF TIGARD, OREGON
TIGARD CITY COUNCIL
RESOLUTION NO. 13- I LI
A RESOLUTION TO AMEND RESOLUTION NO. 12-01, REMOVING AND REPLACING
PROPERTY NOS. 1, 4 AND 6 WITH REVISED LEGAL DESCRIPTIONS AND DEPICTIONS.
RESOLUTION NO. 12-01 DECLARES 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 TRkNSPORT_ATION 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;and
WHEREAS, the City, on January 24,2012,adopted Resolution No. 12-01, in which the City Council declared
the need to acquire the above-referenced rights of way and temporary construction easements, and authorized
City staff to proceed with acquiring said properties,including,if necessary,the use of eminent domain.
WHEREAS, the City Council has determined that it is in the public interest to revise the project design, and
this revision changes Exhibits A and B for Property Nos. 1,4 and 6 in Resolution No. 12-01;and
WHEREAS,the legal descriptions and depictions for Property Nos. 1,4 and 6 have been revised accordingly.
NOW,THEREFORE,BE IT RESOLVED by the Tigard City Council that:
SECTION 1: Resolution No. 12-01 is hereby amended as follows: Exhibits A and B for Property Nos. 1,4
and 6 in Resolution No. 12-01 are replaced in their entirety by the legal descriptions and
depictions attached and incorporated to this resolution as Exhibits A and B for Property Nos.
1,4and 6.
SECTION 2: Except as amended herein, Resolution No. 12-01,and the remainder of Exhibits A and B to
Resolution No. 12-01,remain in full force and effect.
RESOLUTION NO. 13 (117
-
Page 1
SECTION 3: This resolution is effective immediately-upon passage.
PASSED: This day ofZ,;L 2013.
U1
Mayo City of Tigard
ATTEST:
i
City Recorder-City of Tigard
RESOLUTION NO. 13- /
Page 2
A .
EXHIBIT "A"
Main St.: OR99W—Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 3, 2012 Map & Tax Lot No. 2S 1 02AC-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 31043'58", 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.
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 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 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 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 51°44'32" East, 33.22 feet) 33.23 feet
to station 11+97.83;
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 50°33'09" East, 130.44 feet to the intersection with the centerline S.W.
Tigard Street at Station 13+28.27;
Thence continuing along said line North 50°33'09" East, 101 feet, more or less to the
centerline of Burlington Northern Railroad, per Partition Plat No. 1996-026 at
approximate station 14+29, and the terminus of said herein described proposed
centerline, from which, said Geodetic Control Station GC 022-071 bears South
61'56'29"West, 3819.13 feet.
The Basis of Bearings for this description is the state plane bearing between the
published coordinates of Geodetic Control Stations GC 022-071 and GC 022-065,
Washington County Survey Records, as North 42°03'27" East. Published coordinates of
said GC 022-071 were held with an overall project combined scale factor of
1.000099592 to match ground measurements.
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+10.64 51.00 feet (parallel with the proposed centerline of
S.W. Main Street)to a point of reverse curve
2+10.64 2+26.89 51.00 feet (along arc with a 35.00 foot radius curve
right, having a central angle of 41058'23", long chord
bears North 64°18'02" East, 25.07 feet and arc length
of 25.64 feet) to 61.43 feet
2+26.89 2+22.09 61.43 feet in a straight line to 99.85 feet
2+22.09 3+60.00 99.85 feet in a straight line to 87.55 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 4,682 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 ,RVEY
i .
ORL-da
j JULY 1y 2003
OHN T. CAMPBELL
60070 LS
( 2 -31 - 13
h.h►�-�,-� � 4 r��.�- r
EXHIBIT "B"
PAGE 1 OF 1
LEGEND DECEMBER 3, 2012
PROPERTY NO. 1
PERMANENT R.O.W. EASEMENT
(1 FOR ROAD PURPOSES
t 999 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT
2Q FOR ROAD PURPOSES
f 4,682 SQ.FT. XSCALEPROPOSED
CENTERLINE
TAX LOT 1100
MAP NO. 2S 1 02AC
"4, f 3+60.00
40.16' RT
p 'h 3+60.00
87.55' RT
� o
m L=44.14'
} R=110.00' C; 2
X22'59'19"
3 LC=N48'04'50"E ' z
43.84' A N
= 2x C w 2+22.09
2+25.51 _ _ Jam' 99.85' RT
U 53.21' RT
N36'35'10"Er 2+26.89
d3.75' Q� 6N o T I� 61.43' RT
'L N 1 2+10.64 PRC
51.00' RT
I R=127.0' �' 2+10.64 PRC
c0iA=83*20'36' 46.00' R7
LC=N7815'28"E /
169.54' / TAX LOT 201
00 / IAP NO. 2S 1 02AC
560'04'13"E
40,14'
0 40 S
y 0+80.00
Qv Xd. 46.00' RT
o
REGISTERED 0+80.00 Harper
PROFESSIONAL 51,00' RT
ND SURVEYOR Houf Peterson
Righellis Inc.
LOREGO
JULY 15, ENGINEERS • PLANNER S
' OHN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 1
205 SE Spokane Street, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
E-All per -1
J
EXHIBIT "A"
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 3, 2012 Map & Tax Lot No. 2S 1 02AC-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 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 78015'28" East, 169.54 feet) 185.46 feet to
station 2+25.61;
Thence North 3635'10" 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 59°34'29" East, 84.13 feet to the intersection
with the centerline of S.W. Burnham Street at station 10+02.97;
Thence continuing along said line, North 59°34'29" East, 42.66 feet to an angle point at
station 10+45.62;
Thence North 55°18'33" East, along said proposed centerline of S.W. Main Street,
85.79 feet to station 11+31.41 and the beginning of a 800.00 foot radius curve to the
left, having a central angle of 02°22'38";
Thence continuing along said proposed centerline and the arc of said curve to the left
(the long chord of which bears North 54°07'14" East, 33.19 feet) 33.19 feet to the
intersection with the centerline of S.W. Electric Street at station 11+64.60;
Thence continuing along said 800.00 foot radius curve to the left, having a central angle
of 02°22'47" (the long chord of which bears North 51'44'32" East, 33.22 feet) 33.23 feet
to station 11+97.83;
Thence leaving said curve and continuing along the proposed centerline of S.W. Main
Street North 50°33'09" East, 130.44 feet to the intersection with the centerline S.W.
Tigard Street at Station 13+28.27;
Thence continuing along said line North 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
3+00 4+25.00 45.00 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 424 square feet more or
less,
See attadhed Exhibit "B° hereby incorporated by reference.
REGISTEPIED
PROFESSIONAL
ND SUaV.EYOR
ORE
JULY 1n2003HN T. C6007
17- -31 -- 13
E -I ropeA �{
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 3, 2012
LEGEND PROPERTY NO. 4
TEMPORARY CONSTRUCTION EASEMENT
O1 FOR ROAD PURPOSES
*424 SO T.
SCALE
1" = 30'
3
/ TAX LOT 1101
o MAP N0, 2S 1 02AC
2
4+25.00
45.00' RT
0
LU
l
N � I
TAX LOT 1100
IAP NO.
/ z Q 2S 1 02AC
o � /
CR
�n
"+ 1
/
/
PROPOSED l TAX LOT 201
/ CENTERLINE / MAP NO. 2S 1 02AC
4"'--3+00.00
45.00' RT
REGISTERED Harper
PROFESSIONAL
LAND SURVEYOR . Houf Peterson
. Righellis Inc.
i GREG
.uLr 15, s ENGINEERS • PLANNERS
HN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
80070 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
L4kk4 A-PrDpe_r�
EXHIBIT "A"
Main St.: OR99W— Rail Corridor (Tigard) State No. FAP 7365(009), Key No. 15600
December 3, 2012 Map & Tax Lot No. 2S 1 02AC-1101
OWNER: Two G's Real Estate. LLC Property No. 6
Page 1 of 3
PARCEL 1 — DEDICATION OF RIGHT-OF-WAY
A parcel of 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 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 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 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 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 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 45.00 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 322 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
AND SURVEYOR
LOHN:T.
CRLGOY 15,2003 CAMPBELL
0070 LS
iZ - 3r - 13
E(Nblt
EXHIBIT "B"
PAGE 1 OF 1
DECEMBER 3, 2012
PROPERTY NO. 6
LEGEND
PERMANENT R.O.W. EASEMENT
O1 FOR ROAD PURPOSES
f 98 SQ.FT.
TEMPORARY CONSTRUCTION EASEMENT \SCALE:FOR ROAD PURPOSES
t 322 SQ.FT.
h 5+50.00
35.00' RT
W
� 1
o /
h+ 1 / 5+00.00
35.00' RT
3
y 4+78.89
45.00' RT
h 2 /
PROPOSED
CENTERLINE / c / TAX LOT 1101
MAP NO. 2S 1 02AC
/
W �
v
1 / 4+00.00
L�45.00' RT TAX LOT 700
MAP NO. 2S 1 02AC
REGISTERED Harper
PROFESSIONAL
1, ND SURVEYORP Houf Peterson
f " (Z Ri hellis Inc.
OREGO
JULY If 3 ENGINEERS • PLANNERS
HN T. CAMPBELL LANDSCAPE ARCHITECTS • SURVEYORS
60070 LS 205 SES Spokane Street,tract, Suite 200, Portland,OR 97202
EXP. 12-31-13 phone: 503.221.1131 www.hhpr.com fax: 503.221.1171