Resolution No. 14-46 CITY OF TIGARD, OREGON
TIGARD CITY COUNCIL
RESOLUTION NO. 14- qj�
A RESOLUTION TO AMEND RESOLUTION NO. 14-18, LEGAL DESCRIPTIONS AND
DEPICTIONS. RESOLUTION NO. 14-18 DECLARES THE NEED TO ACQUIRE PROPERTY FOR
THE PURPOSE OF CONSTRUCTING STREET AND OTHER IMPROVEMENTS ALONG SW
WALNUT' STREET FROM 116THAVENUE TO UEDEMAN AVENUE AND AUTHORIZING
IMMEDIATE POSSESSION OF THE PROPERTY.
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 construction of Walnut Street, 116`h Avenue to Tiedeman Avenue, is an approved capital
improvement project identified in the City of Tigard Capital Improvement Plan(the"Project");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 improvernents;and
WHEREAS, on April 9, 2013 the City and Washington County ("County") executed an Intergovenunental
Agreement (IGA) whereby City has delegated authority to County, on behalf of the City, to take all necessary
and appropriate actions to construct this Project for the health,safety,benefit,and general welfare of the public
by addressing maintenance and flooding issues in the area, including acquisition of necessary property and
property interests by eminent domain;and
WHEREAS,in Resolution of Necessity No.14-18 files 27 and 35 were inadvertently not included;and
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. 1,3,4, 12 - 15,and 18- 35 in Resolution No. 14-18;
and
WHEREAS, the legal descriptions and depictions for Property Nos. 1, 3, 4, 12 - 15, and 18 - 35 have been
revised accordingly.
NOW,THEREFORE,BE IT RESOLVED bythe Tigard City Council that:
SECTION 1: Resolution No. 14-18 is hereby amended as follows: Exhibits A and B for Property Nos. 1,
3, 4, 12 - 15, and 18 - 35 in Resolution No. 14-18 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. 1,3,4, 12 - 15,and 18 -35.
SECTION 2: Except as amended herein,Resolution No. 14-18, and the remainder of Exhibits A and B to
Resolution No. 14-18,remain in full force and effect.
RE SOLUTION NO. 14-- &
Page 1
SECnON 3: This resolution is effective immediately upon passage.
PASSED: This'day of O ��^ 2014.
Mayor TV
of Tigard
ATTEST:
City Recorder- City of Tigard
RESOLUTION NO. 14--
Page 2
WHpaditi7c
FILE NO. 1
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 1161'Ave. to Tiedeman Ave.) File No.: 001
June 25,2014 Assessors Map: 2S103BA
Parcel 1 Tax Lot No.: 00401
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northwest one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Marilyn B. DePaul and Jerry L. DePaul,by Bargain and
Sale Deed,recorded March 5, 2010 in Document No. 2010-017384,Washington County Book of
Records,the said parcel also being all that portion of said property lying Southerly of a line
delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County, Oregon,and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39"East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet, subtended by a chord of North 83°4327" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No.29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County10376331SurveylDocuments1116th&Walnut Legals1037633-V-EX0I-legal.docz
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • 1 503.626.0455 - F 503.526.0775 • www.whpacific.com
FILE NO. 1
EXHIBIT "A" WMidiff
(p• 2)
Station to Station Offset Distances Northerly of S.W. Walnut
Street Centerline
10+74.00 to 11+08.00 43.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent slope easement recorded in Document
No. 2004-049342,Washington County Records and all that portion of said parcel lying within
the existing rights-of-way of S.W. Walnut Street and S.W. 1160`Avenue.
The parcel of land to which this description applies contains 170 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�-'4fN'�A-
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survcy\Documents\I 16th fit.Walnut Lega1s\037633-V-EX0l-1egal.docx
C >
FILE NO. 1
EXHIBIT "B"
I
FILE 001
MARILYN & JERRY DEPAUL
2S1038A TL401 W
DOC. NO. 2010-017384
wZ
a
TEMPORARY co
CONSTRUCTION EASEMENT i
AS SHOWN ON EXHIBIT A �
MAP PER DOC. NO. N
2004-049342
PARCEL 1 I
TEMPORARY
CONSTRUCTION EASEMENT .'
AREA 170 S.Q. F.T.
i
` +
o
1 W.
S�NG �.-
Yo 0
2 RIGH LINE WA 5'39-E 1 0
I
til+00 I
�� EX1S'"N W AY
SIN w
Sol SZREE�
ENT SLOPE 0 R1 CENj w-NE.
r 10+0of-
0 pERMA�pER 0OC. N
EASEM'2004_049342
4
30 015 30 N
I LEGEND
( FEET ) 0 TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 170 SQ. FT.t
FILE NO.: 001 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPacific
TAX LOT: 401 (SW 116th-Tiedeman Avenue REVISED DATE: ,
TAX MAP: 2S1038A and SW 135th Avenue) REVISED DATE:
escwra aas:cmrs
ADDRESS:11625 SW WALNUT AVE. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 0370334-ml.ft
W HPaf fi 7c
FILE NO. 3
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave.to Tiedeman Ave.) File No.: 003
June 25,2014 Assessors Map: 2S103BA
Parcel 1 Tax Lot No.: 00201
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northwest one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Gerald T. Nihill and Deanna Lyn Nihill,by Warranty
Deed, recorded February 27, 1997 in Document No. 97017196, Washington County Book of
Records, the said parcel also being all that portion of said property lying Southerly of a line
delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°2539" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°2539" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27"East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'1705",an arc
distance of 236.55 feet,subtended by a chord of South 66°20'13"East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41'4 140" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No.29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Doeuments\116th&Walnut Legals\037633-V-EX03-1egal.docx
9755 SW Barnes Road,Suite 300 - Portland,OR 97225 • ! 503.626.0455 • 1 503.526.0775 - www.whpacific.com
FILE NO. 3
EXHIBIT "A„ WHPacific
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
13+68.00 to 13+98.00 52.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent slope easement recorded in Document
No. 2005-004559, Washington County Records and all that portion of said parcel lying within
the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 442 square feet,more or less.
REGISTERED
PROFESSIONAL
LANG SURVEYOR
�C"# /,n,/
11
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX03-legal.docx
FILE NO. 3
EXHIBIT "B"
I
I I
I
I
I
I FILE 003
GERALD do DEANNA NIHILL
2S1038A TL201
DOC. NO. 97017196
TEMPORARY I
PARCEL 1CONSTRUCTION
TEMPORARY I EASEMENT AS SHOWN I
CONSTRUCTION ON EXHIBIT A MAP PER
EASEMENT I DOC. NO. 2005-004559
AREA 442 SQ. FT. t
PERMANENT SLOPE
EASEMENT PER DOC. —_NO. 2005-004559to
I �
90
w �
oo f
� EX�S�N WAY
! = { RIGNT N
OAF-
LA
E
!r
f� N 0-
14+00 14+00
SW
��j_DF—WAY
�� R� RUNE
13+DO CEN
30 0 15 30
LEGEND
( FEET } 0 TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 442 SQ. FT. t
FILE NO.: 003 SW WALNUT STREET SUBMITTAL DATE: 08/25/14 1NHPaclfic
TAX LOT: 201 (SW 116th-Tiedeman Avenue REVISED DATE: ,
TAX MAP: 2S103BA and SW 135th Avenue) REVISED DATE: '
wcwaa�xvwrn
ADDRESS: 11545 SW WALNUT AVE. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037ea3-v-"03.dwq
WHPfc-1fi'c
FILE NO. 4
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave. to Tiedeman Ave.) File No.: 004
June 25,2014 Assessors Map: 2S 103BA
Parcel 1 Tax Lot No.: 00200
PARCEL I (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northwest one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Mary Lynn Scroggin,by Statutory Warranty Deed,
recorded May 31,2007 in Document No. 2007-060033,Washington County Book of Records,
the said parcel also being all that portion of said property lying Southerly of a line delineated by
following the below noted stations and offsets,Northerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3, Township 2 South, Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°2539" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an are distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89001'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05", an are
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Docun►ents\l 16th&Walnut Legals\037633-V-EX04-legal.docx
9755 5W Barnes Road,Suite 300 • Portland,OR 97225 • 1 503.626.0455 • F 503.526.0775 • www.whpacific.com
FILE NO. 4 WHPaclfiic
EXHIBIT "A"
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
14+40.00 to 14+54.00 57.00 feet parallel with the centerline
14+54.00 to 15+15.00 57.00 feet along a straight line to 44.80 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent slope easement recorded in Document
No. 2004-043380, Washington County Records and all that portion of said parcel lying within
the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 1046 square feet,more or less.
REGISTERED
PROFESSIONAL
AND SURVEYOR
U—'� X. KA
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633V.Survey\Documents1116th&Walnut Legals1037633-V-EX04-1egal.d00x
t`r
FILE NO. 4
EXHIBIT "B"
I
I
I
I
FILE 004
MARY LYNN SCROGGIN
2S1038A TL200
DOC. NO. 2007-060033
PARCEL i
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 1046 SQ. FT. t
p + I +
+ I �,
0
. ..
A
1� f TENP�R�TION Ory o
CONS
f' RIGENXtISQF WAY woa. o PS
NEXEN �SNP PER
ONo1Tp0Q433a0
DOC. N
UNE
-�
`5+00 E�tSOF WAY
N7V2539'E R1GC NTER�tNE
A4+00 �ENo Sw
PERM
SSRE��
ANENT SL
T PER 0
-Ns '2004-0433gO
30 0 15 30 N
I -�J
I LEGEND
( FEET ) 0 TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 1046 SQ. FT. t
FILE NO.: 004 SW WALNUT STREET SUBMITTAL DATE: 06125114 WI Pacific
TAX LOT: 200 (SW 116th-Tiedeman Avenue REVISED DATE: o,:.w'"—M—
TAX MAP: 2S1039A and SW 135th Avenue) REVISED DATE: !A�W�a
Y 'Ai SPui15
ADDRESS:11525 SW WALNUT AVE. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037a 3-V-Exa.aw4
WHPaciflc
FILE NO. 12
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave.to Tiedeman Ave.) File No.: 012
June 25, 2014 Assessors Map: 2S 103AB
Parcels 1 and 2 Tax Lot No.: 00800
PARCEL 1 (PERMANENT WALL EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Nathaniel Charlton and Kaitlyn Charlton,by Special
Warranty Deed,recorded June 27,2012 in Document No. 2012-052352, Washington County
Book of Records,the said parcel also being all that portion of said property lying Southerly of a
line delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
P:1WaMd tdMBang¢,ORb6u4\SuitsyMOcum@oh3Vi+t*&MUMLcgalsM616-,445 C12-ICgbbgo 6.0775 • wwwwhpacific.com
FILE NO. 12
EXHIBIT "A" WHPacific
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
19+05.00 to 19+63.00 37.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 389 square feet,more or less.
PARCEL 2 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Nathaniel Charlton and Kaitlyn Charlton,by Special
Warranty Deed,recorded June 27,2012 in Document No. 2012-052352, Washington County
Book of Records,the said parcel also being all that portion of said property lying Southerly of a
line delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street, as said centerline is described below.
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
18+75.00 to 19+23.50 45.23 along a straight line to 50.10 feet
19+23.50 to 19+24.50 38.00 feet parallel with the centerline
19+24.50 to 19+46.34 40.00 feet parallel with the centerline
Excepting therefrom, all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map per Document No. 2005-052010 and the existing right-of-
way of S.W. Walnut Street and all that portion of Parcel 1.
The parcel of land to which this description applies contains 418 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX12-legaLdocx
FILE NO. 12
\ EXHIBIT "B"
1 \
1 \
1 \
FILE 012
NATHANIEL & KAITLYN
CHARLTON \
1 2S103AB TL800
DOC. NO. 2012-052352 \
TEMPORARY
CONSTRUCTION
EASEMENT AS SHOWN
ON EXHIBIT A MAP PER
\ DOC. NO. 2005-052010
PARCEL 1 \ -
PARCEL 21 PERMANENT WALL
TEMPORARY EASEMENT
CONSTRUCTION AREA 389 SO. FT.
EASEMENT
AREA 418 SO. FT. f \
TEMPORARY a° } 1 \
CONSTRUCTION +c0 � �, �:!. + \ m , �-
EASEMENT AS SHOWN 1 0 0 '' , ' ---L4
ON EXHIBIT A MAP PER 1 cn oc
DOC. NO. 2005-052010Lp
`' o
0
O J
Lp
o p
`A
..o
O,
O O
C�.7ti O
W O
RtjlSfE
GNoWAo PC 19+39.10
%_1NE \
1900
g'39"E 1
N78 � Ej EXISTING Y .`
Sw wNow, S'TRE RIGHT_OF�NE
cENTIrRu
30 0 15 30 N
i LEGEND
( FEET ) ® PERMANENT WALL EASEMENT (PARCEL 1) 389 SQ. FT. t
D TEMPORARY CONSTRUCTION EASEMENT (PARCEL 2) 44118 SQ. FT. t
FILE NO.: 012 SW WALNUT STREET SUBMITTAL DATE: 06/25114 WHPacific
TAX LOT: 800 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE:
xuaosy r,.mmwn
ADDRESS: 11345 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 IREVISEDDATE: DWG: W7633-v-EX12-awa
WHpadift
FILE NO. 13
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave. to Tiedeman Ave.) File No.: 013
June 25, 2014 Assessors Map: 2S 103AB
Parcels 1 and 2 Tax Lot No.: 02400
PARCEL 1 (PERMANENT WALL EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Brian J. Raburn and Cynthia L. Raburn, by Statutory
Bargain and Sale Deed, recorded November 29,2007 in Document No. 2007-123456,
Washington County Book of Records,the said parcel also being all that portion of said property
lying Northerly of a line delineated by following the below noted stations and offsets, Southerly
of the centerline of realigned S.W.Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County,Oregon,and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right, through a central angle of 10°35'36", an are distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
9755 5W Barnes Road SuitePortt nd R 9725 i 1�3 455 543.526.0775 • www.whpacific.com
PAWashington County10376331Survey cumentsl�i6th Wa nut r.egals i63 -V-EXl3•lega.docx
FILE NO. 13
EXHIBIT "A" W�PdC1�C
(p- 2)
18+97.00 to 19+25.00 37.00 feet parallel with the centerline
19+25.00 to 19+60.00 37.00 feet along a straight line to 39.75 feet
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 428 square feet,more or less.
PARCEL 2 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Brian J. Raburn and Cynthia L. Raburn,by Statutory
Bargain and Sale Deed,recorded November 29,2007 in Document No. 2007-123456,
Washington County Book of Records,the said parcel also being all that portion of said property
lying Northerly of a line delineated by following the below noted stations and offsets, Southerly
of the centerline of realigned S.W. Walnut Street,as said centerline is described below.
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
18+65.00 to 19+01.00 58.22 feet along a straight line to 59.75 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map recorded in Document No. 2004-043376 and the existing
right-of-way of S.W. Walnut Street and all of Parcel 1 above.
The parcel of land to which this description applies contains 441 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND S
URVEYOR
L'Aa
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\I 16th&Walnut Legals\037633-V-EX13-legal.docx
tM t
FILE NO. 13
EXHIBIT "B"
SW
WALN�j SZREE� Pc 1e+39.to
ETISOF,WAY 19+00
R�c NSERLiNE � �
_— �o b
to
cr
EX�SSING Y '
1
R1GNY_OFIWA �
+
t
e l
p PARCEL 1
m a o TEMPORARY PERMANENT WALL
;o CONSTRUCTION EASEMENT AREA
EASEMENT AS SHOWN 428 SQ. FT. t
ON EXHIBIT A MAP
PER DOC. NO.
` 2004-043376
PARCEL 2
TEMPORARY CONSTRUCTION
EASEMENT
AREA 441 SQ. FT. f
FILE 013
BRIAN & CYNTHIA RABURN
2S103AB TL2400
DOC. NO. 2007-123456
4
30 0 15 30 N
j LEGEND
( FEET ) ® PERMANENT WALL EASEMENT (PARCEL 1) 428 SQ. FT. t
C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 2) 441 SQ. FT. t
FILE NO.: 013 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHpaclfic
TAX LOT: 2400 (SW 116th-Tiedeman Avenue REVISED DATE: "ter„4�aiM��
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE: _E''%<»�d
ADDRESS: 11340 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633-v-oc13.dwg
WHp6dift
FILE NO. 14
EXHIBIT"A"
S.W.Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave.to Tiedeman Ave.) File No.: 014
June 25,2014 Assessors Map: 2S 103AB
Parcel 1 Tax Lot No.: 00401
PARCEL 1 TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to John M. Berman,by Statutory Warranty Deed,recorded
March 19,2004 in Document No. 2004-027793, Washington County Book of Records,the said
parcel also being all that portion of said property lying Southerly of a line delineated by
following the below noted stations and offsets,Northerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°2539" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an are distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet);Thence
along a 275.00 foot radius curve to the right, through a central angle of 49017'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W.Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
P:\WaOihkt6wcmny oaa6io\suiw)mwnfwtlikbt ok rc$s169370@:6WL4-kei d.J.xM.0775 • www.whpacific.com
FILE NO. 14 _
EXHIBIT "A" WHPacific
(P• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
19+45.00 to 19+56.00 67.00 feet parallel with the centerline
19+56.00 to 19+74.00 67.00 feet along a straight line to 73.00 feet
19+74.00 to 19+77.46 73.00 feet along a straight line to 55.00 feet
19+77.46 to 20+10.00 55.00 feet along a straight line to 53.00 feet
20+10.00 to 20+23.00 53.00 feet along a straight line to 46.00 feet
20+23.00 to 20+50.00 39.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the permanent slope easement
recorded in Document No. 2004-92165,Washington County Records and all that portion of said
parcel lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 1,431 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
4'fi M S."'A "
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County10376331SurveylDocuments1116th&Walnut Legal91037633-V-EXl4-legal.docx
Co
FILE NO. 14
EXHIBIT "B"
\ FILE 014
JOHN BERMAN
2S103AB TL401
\ PARCEL 1 '
I
\ TEMPORARY
CONSTRUCTION
EASEMENT
AREA 1431 SQ. FT, t
\ J
\ 0 \
(`
+ g `�
oa I
.6 M \
1 N + + \ o
N N \.\ tr) I 1
+ ! 1
N
R1G T-OF WpY 0 1 \ M
H I.WE o o b $ $ o
1 ,
PT 20+15.83 N89.01'15"E
N�8.2539+•� tg+39•10 SW WALNUT STREET EXISTING
4C
\ PERMANENT SLOP EASEMENT AND RIGHT-OF-WAY
19� RIc,jT-OF-WAY D pICATION PER DEED CENTERLINE
1 OOMENT N0. 20q4-92165
' 1�1
NLEGEND
30 0 15 30 C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 1431 SQ. FT. t
I
( FEET )
FILE NO.: 014 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 1NHpacific
TAX LOT: 401 (SW 116th-T'ledeman Avenue REVISED DATE:
TAX MAP: 28103AB and SW 135th Avenue) REVISED DATE: ^ ^•
ADDRESS: 11325 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG:0+7033-v-xx14TCE.awo
WHp6dific
FILE NO. 15
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 1161'Ave. to Tiedeman Ave.) File No.: 015
June 25,2014 Assessors Map: 2S 103AB
Parcels 1,2 and 3 Tax Lot No.: 02300
PARCEL 1 (PERMANENT WALL EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Like A. Landwehr and Jennifer M. Landsberg, by
Special Warranty Deed,recorded October 2,2012 in Document No. 2012-082899,Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78025'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 499705",an arc
distance of 236.55 feet,subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 - 503.626.0455 1 503.526.0775 • www.whpacific.com
PAWashington County\037633\Survey0ocuments\116th&Walnut Legals\037633-V-EX15-1egal.doex
FILE NO. 15
EXHIBIT "A"
(p. 2) WMi ift
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
19+50.00 to 20+15.00 39.00 feet along a straight line to 37.00 feet
Excepting therefrom,all that portion of said parcel lying with the existing right-of-way of S.W.
Walnut Street.
The parcel of land to which this description applies contains 477 square feet, more or less.
PARCEL 2 (PERMANENT SLOPE EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Like A. Landwehr and Jennifer M. Landsberg,by
Special Warranty Deed,recorded October 2,2012 in Document No. 2012-082899,Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets,Southerly of the
centerline of realigned S.W. Walnut Street,as said centerline is described below.
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
20+41.00 to 20+55.00 37.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 78 square feet,more or less.
PARCEL 3 (TEMPORARY CONSTRUCTION EASEMENT
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Like A. Landwehr and Jennifer M. Landsberg,by
Special Warranty Deed,recorded October 2, 2012 in Document No. 2012-082899, Washington
County Book of Records, the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street, as said centerline is described below.
PAWashington County\037633\Survey\Documents\116th&Walnut L.egals1037633-V-EX15-tegal.docx
t`r
FILE NO. 15
EXHIBIT "A" MPR-Iff
(P• 3)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
20+20.83 to 20+30.96 47.90 feet along a straight line to 46.63 feet
20+30.96 to 20+31.14 46.63 feet along a straight line to 48.00 feet
20+31.14 to 20+41.00 48.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map recorded in Document No. 2004-058344, Washington
County Records and all that portion of said parcel lying with the existing right-of-way of S.W.
Walnut Street.
The parcel of land to which this description applies contains 255 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ISOREGON
JULY 13. 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX 15-legal.docx
tt
FILE NO. 15
EXHIBIT "B"
L _
PERMANENT SLOPE SW WALNUT STREET
AND UTILITY EXISTING
EASEMENT PER DOC. RIGHT-OF-WAY
NO. 2004-058343 UNE I N89'01'15"E
\
21+00
-ao�
Q \ M rl coO O O
1g+0 'tt6 ad ao 00
EXISG o. o.
R1G04CE��ERUNE
' / / /'Q M
a 1 + + + 1 I
O 04 C3 N I
�' t N PARCEL 2
PERMANENT SLOPE EASEMENT
PARCEL 1 AREA 78 SQ. FT. t
PERMANENT WALL \
EASEMENT TEMPORARY PARCEL 3
AREA 477 SQ. FT. t CONSTRUCTION \ TEMPORARY CONSTRUCTION
EASEMENT AS SHOW EASEMENT
I ON EXHIBIT A MAP AREA 255 SQ. FT, t
PER DOC. NO.
12004-058343 /� I
FILE 015 \J}�
LUKE LANDWEHR &
JENNIFER LANDSBERG \
2S103AB TL2300
I DOC. NO. 2012-082899Q
• v
O \ �
LEGEND
30 0 15 30 N ® PERMANENT WALL EASEMENT (PARCEL 1) 477 SQ. FT. t
® PERMANENT SLOPE EASEMENT (PARCEL 2) 78 SQ. FT. f
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 3) 255 SQ. FT. t
FILE NO.: 015 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 1NHPacific
TAX LOT: 2300 (SW 116th-T(edeman Avenue REVISED DATE: ,�,
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE: P�.,au_�
l41K'IOR6'9JY.:6pn!
ADDRESS:11320 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037M3-v-Etl5.awy
WHpidiffic
FILE NO. 18
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave. to Tiedeman Ave.) File No.: 018
June 25,2014 Assessors Map: 2S 103AB
Parcel 1 Tax Lot No.: 00406
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Gary C. Smith and Anne H. Smith,by Statutory
Warranty Deed,recorded July 28, 1989 in Document No. 89-34567,Washington County Book
of Records,the said parcel also being all that portion of said property lying Southerly of a line
delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36",an are distance of
76.73 feet, subtended by a chord of North 83643'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right, through a central angle of 49°17'05",an arc
distance of 236.55 feet,subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland OR 97225 503.626.0455 503.526.0775 • www.whpacific.com
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX18-lega1.docx
FILE NO. 18
EXHIBIT "A" WMi iff
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
20+50.00 to 20+84.00 56.00 feet parallel with the centerline
20+84.00 to 20+87.00 56.00 feet along a straight line to 43.08 feet
Excepting therefrom, all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the public utility,slope and drainage easement
recorded in Document No. 2005-004557, Washington County Records and all that portion of
said parcel lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 441 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
J�74 )LI
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\03763Murvey\Documents\I 16th&Walnut Legal s\037633-V-EX I 9-legal.docx
Fr.l
FILE NO. 18
EXHIBIT "B"
FILE 018
GARY & ANNE SMITH
2S103AB TL406
i DOC. NO. 89-34567
I
PARCEL 1
TEMPORARY
CONSTRUCTION
EASEMENT TEMPORARY CONSTRUCTION
AREA 441 SQ. FT. t EASEMENT AS SHOWN ON
i EXHIBIT A MAP PER DOC.
0 o NO. 2005-004557
\ o
tn 00
N I N O / \
Do
+ �r
\ 1.,N
-- !r - - - - - -�
0 O O
—] (6 v o EXISTING
`r' o RIGHT-OF-WAY
LINE
00 22+0 NO 89'01'15"E
PT 20+15.83 21+ ~—
PERMANENT UTILITY AND EXISTING
SLOPE EASEMENT PER RIGHT-OF-WAY SW WALNUT STREET
DOC. NO 2005-004557 CENTERLINE
-�-- T=1`��-tea --- - - -- -- -
40 0 20 40 N
I LEGEND
( FEET ) D TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 441 SQ. FT. t
FILE NO.: 018 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPaclfic
TAX LOT: 406 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE:
xv»r+ n.a+axwn
ADDRESS:11275 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 03M34-EXISAwo
WHPddific
FILE NO. 19
EXHIBIT "A"
S.W.Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave. to Tiedeman Ave.) File No.: 019
June 25, 2014 Assessors Map: 2S 103AB
Parcel l Tax Lot No.: 00900
PARCEL 1(TEMPORARY CONSTRUCTION EASEMENTI
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Kathleen Sanders,by Bargain and Sale Deed,recorded
July 2,2010 in Document No. 2010-050469, Washington County Book of Records,the said
parcel also being all that portion of said property lying Northerly of a line delineated by
following the below noted stations and offsets, Southerly of the centerline of realigned S.W.
Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No.29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 109516", an are distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right, through a central angle of 49°17'05",an are
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland OR 97225 • 1'503,626.0455 ; 503.526.0775 - www.whpacific.com
PAWashington County\037633\Survey\Documents\I16t &Walnut Legals\037633-V-EX19-legal.docx
FILE NO. 19 Mfif fic
EXHIBIT "A"
(p• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
22+97.25 to 23+25.00 84.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent utility and slope easement recorded in
Document No. 2007-063004, Washington County Records and all that portion of said parcel
lying within the existing rights of-way of S.W. Walnut Street and S.W. 112`h Avenue.
The parcel of land to which this description applies contains 551 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
��
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County1037633%urvcy\Documents1116th&Walnut LegaIs1037633-V-EXL4-legal.docx
FILE NO. 19
EXHIBIT "B"
EXISTING PERMANENT UTILITY AND
RIGHT-OF-WAY SLOPE EASEMENT PER
CENTERLINEDOC. NO 2007-063004 SW WALNUT STREET
21+00 22+00 N89'01'1 5'E 23+00
b EXISTING
o RIGHT-OF-WAY
~' LINE
—� " - - - - - - - - -- - - - - - - o
co
/ co
/ I w
' TEMPORARY CONSTRUCTION I
1 I EASEMENT AS SHOWN ON
EXHIBIT A MAP PER DOC. NO. N
� I
2007-063004 `V
+ +
FILE 019 PARCEL 1 N N
KATHLEEN SANDERS TEMPORARY
2S103AB TL900 CONSTRUCTION EASEMENT
DOC. NO. 2010-050469 AREA 551 SQ. FT. t
4 I ,
1
40 0 20 40
I LEGEND
( FEET ) 0 TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 551 SQ. FT. t
FILE NO.: 019 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHpacific
TAX LOT: 900 (SW 116th-Tiedeman Avenue REVISED DATE, p
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE:
ADDRESS: 12405 SW 112th AVENUE WASHINGTON COUNTY PROJECT NO,100187 1REVISED DATE: DWG:037&3.VV-exte.&mg
WHPifc-iff
FILE NO. 20
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116`h Ave. to Tiedeman Ave.) File No.: 020
June 25, 2014 Assessors Map: 2S 103AB
Parcels 1 and 2 Tax Lot No.: 00100
PARCEL 1 (PERMANENT SLOPE EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Tigard-Tualatin School District 23J,by Statutory
Bargain and Sale Deed,recorded December 10,2010 in Document No. 2010-099760,
Washington County Book of Records,the said parcel also being all that portion of said property
lying Southerly of a line delineated by following the below noted stations and offsets,Northerly
of the centerline of realigned S.W. Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West, of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°2539" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right, through a central angle of 49°17'05", an arc
distance of 236.55 feet,subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown-on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • 1 503,626.0455 1503.526.0775 • www.whpacific.com
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX20-legal.docx
FILE NO. 20
EXHIBIT "A" wMi ift
(p• 2)
23+33.00 to 24+31.00 31.00 feet along a straight line to 33.50 feet
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 216 square feet,more or less.
PARCEL 2 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Tigard-Tualatin School District 23J,by Statutory
Bargain and Sale Deed,recorded December 10, 2010 in Document No. 2010-099760,
Washington County Book of Records,the said parcel also being all that portion of said property
lying Southerly of a line delineated by following the below noted stations and offsets,Northerly
of the centerline of realigned S.W. Walnut Street, as said centerline is described below.
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
26+10.00 to 26+55.00 125.00 feet parallel with the centerline
26+98.00 to 27+15.00 68.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent utility, slope and drainage easement
recorded in Document No. 2005-052005, Washington County Records and all that portion of
said parcel lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 4,040 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
C"�'Tf )V XL
OR
JULY 11 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\DocumentsU 16th&Walnut Legals\037633-V-EX20-legal.docx
t.�
a -i -I T
m m
°-� z
� 0 m o
" Z
s CND o N r i m FILE 020
W TIGARD-TUALAIIN SCHOOL
Q1 a m DISTRICT 23J
x z 4 2S103AB TL100
a DOC. N0. 2010-099760
r Z rN- m o
z
C
V �.
n y w ' PARCEL 2
4 m o TEMPORARY CONSTRUCTION
Z
PARCEL 2 EASEMENT
m z TEMPORARY CONSTRUCTION AREA 295 SQ. FT. t
>* a '' rn EASEMENT
z CD
� -13
AREA 3745 SQ. FT. t
z c'i o o
za � o Lo
C Z Lo
N N
cA n C r' PARCEL 1
cp -,I
D 3 PERMANENT SLOPE M
o < N � EASEMENT $ oo X
n D I AREA 216 SQ. FT. f ad I = t?7
zTEMPORARY- + I Z
0 m I CONSTRUCTION $ o + O
o o V) o o EASEMENT AS SHOWN N N N
o p 0 o ON EXHIBIT A MAP PER I CO t1i
4 -n + + DOC. NO. 2005-052005
-r
.'0 ."G .' —
—� N N r_ — — 1_ —_--.- — — 0a C �.�.� --� �
tomm v f _ _ M- — -- M - 'N 89'01'15"E -
--
D D � + — — — -
r
a 25+00 26+00 27+00_
m m 22+00 _ __23+00 24+Q0_ - _
EXISTING SW WALNUT STREET
RIGHT-OF-WAY EXISTING
- - - LINE -RIGHT-OF-WAY`J' �- —
_i i ¢ CENTERLINE -3
PERMANENT UTILITY, SLOPE
AND DRAINAGE EASEMENT PER
CINI DOC. NO. 2005-052005
FILE NO. 21 WHp6cific
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116`'Ave. to Tiedeman Ave.) File No.: 021
June 25, 2014 Assessors Map: 2S 103AB
Parcels 1 and 2 Tax Lot No.: 01000
PARCEL 1 (PERMANENT WALL EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Andrew D. Rogers and Angele D. Rogers,by Statutory
Bargain and Sale Deed,recorded April 2, 2010 in Document No. 2010-024907, Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39"East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an are distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right, through a central angle of 49'17'05",an are
distance of 236.55 feet, subtended by a chord of South 66'20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
Station to Station Offset Distances Southerly of S.W. Walnut
Street Centerline
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX21-lega1.doac
9755 SW Barnes Road,Suite 300 - Portland,OR 97225 - r 503.626.0455 - r 503.526.0775 - www.whpacific.com
FILE NO. 21
EXHIBIT "A"
gyp. 2> 1NM ific
23+70.00 to 23+79.00 95.00 feet parallel with the centerline
23+79.00 to 23+84.00 57.00 feet along a straight line to 42.00 feet
23+84.00 to 24+00.00 42.00 feet along a straight line to 36.00 feet
24+00.00 to 24+80.00 36.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the existing rights of-way of
S.W. Walnut Street and S.W. 112th Avenue.
The parcel of land to which this description applies contains 923 square feet,more or less.
PARCEL 2(TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Andrew D.Rogers and Angele D. Rogers,by Statutory
Bargain and Sale Deed,recorded April 2,2010 in Document No.2010-024907, Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street, as said centerline is described below.
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
24+75.00 to 24+78.00 51.66 feet along a straight line to 68.00 feet
24+78.00 to 25+10.00 68.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map in recorded Document No. 2004-092160 and the existing
right of-way of S.W. Walnut Street and all that portion lying within the above Parcel 1.
The parcel of land to which this description a plies contains 411 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND S'�fU�jjRVEYOR
# 119
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
P:\WashingtonCounty\037633\Survey\Documents\I 16th&Walnut Legals\037633-V-EX21-legal.docx
i>
FILE NO. 21
EXHIBIT "B"
EXSTIG
SW WALNUT STREET RIGHTI FN WAY
CENTERLINE
N89'01'15"E 24+00 25+00
0 o EXISTING
0 o m o RIGHT-OF-WAY
o g M M co M LINE
N
Ln
O O
U-) 0
o
100
00
m/
T o 0
M I r
N . . u
w I I PARCEL i
PERMANENT WALL "
EASEMENT TEMPORARY 00 �
AREA 923 SQ. FT. t
Q CONSTRUCTION + +
i EASEMENT AS N� N
SHOWN ON EXHIBIT I PARCEL 2
04 ! A MAP PER DOC.
NO. 2004-092160 I TEMPORARY
CONSTRUCTION EASEMENT
N o o I AREA 411 SQ. FT. t
I , ^ n
+ +
N N
FILE 021
ANDREW & ANGELE ROGERS
2S103AB TL1000
DOC. NO. 2010-024907
I I
30 0 15 30 N
I LEGEND
( FEET ) ® PERMANENT WALL EASEMENT (PARCEL 1) 923 SQ. FT. t
O TEMPORARY CONSTRUCTION EASEMENT (PARCEL 2) 411 SQ. FT. t
FILE NO.: 021 SW WALNUT STREET SUBMITTAL DATE: 08/25/14 WHpacific
TAX LOT: 1000 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S1D3AB and SW 135th Avenue) REVISED DATE:
fWEWN H.IO]il0llf
•.R.Ma•
ADDRESS: 11130 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633V-EX21•dwo
WHPacific
FILE NO. 22
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave. to Tiedeman Ave.) File No.: 022
June 25,2014 Assessors Map: 2S103AB
Parcel 1 Tax Lot No.: 01100
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Stephen M. Kahn and Ann L. Kahn,by Statutory
Warranty Deed,recorded August 13, 1991 in Document No. 91044036,Washington County
Book of Records,the said parcel also being all that portion of said property lying Northerly of a
line delineated by following the below noted stations and offsets, Southerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet); Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36",an arc distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66'20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'4 V40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No.29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 - Portland OR 97225 • � 503.626.0455 1 503.526.0775 • www.whpacific.com
PAWashington Count31037633\Survcy\Documents\116i�&Walnut Legals\037633-V•EX22-legal.docx
FILE NO. 22
EXHIBIT "A" WHPaciff
(p• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
25+10.00 to 25+24.00 43.00 feet along a straight line to 54.00 feet
25+24.00 to 25+69.00 54.00 feet parallel with the centerline
25+69.00 to 25+77.00 54.00 feet along a straight line to 43.00 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent utility and slope easement recorded in
Document No. 2004-058348,Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 616 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�Llm &M
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633lSurveyMocumentsll 16th&Walnut Lcgals\037633-V-EX22-legal.docx
��r
FILE NO. 22
EXHIBIT "B"
_-- - - - - - - - - -,
—_——— _ ———-TEMPORARY CONSTRUCTION PERMANENT UTILITY AND
EASEMENT AS SHOWN ON SLOPE EASEMENT PER
EXHIBIT A MAP PER DOC. DOC. NO. 2004-058348
NO. 2004-058348 EXISTING
RIGHT-OF-WAY
CENTERLINE
25+00 26+00 -
N89-01-15"EWS WALNUT STREET
EXISTING o -
RIGHT-OF-WAY, o b o 0 0
LINE � (D Ki —
cl -- �-
i o Lo
0 i 40 L0
04 U
N N i
PARCEL 1
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 616 SQ. FT. t
FILE 022
STEPHEN & ANN KAHN
2S103AB TL1100
DOC. NO. 91044036
I
30 0 15 30 1
I LEGEND
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 616 SQ. FT. t
FILE NO.: 022 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPaclfic
TAX LOT: 1100 (SW 116th-Tiedeman Avenue REVISED DATE: aarz'y Moab
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE: r`F ""
`Alf:G005 is'WSGCnS
ADDRESS:11110 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 097633V.E=-&*v
W R P ad fic
FILE NO. 23
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave. to Tiedeman Ave.) File No.: 023
June 25, 2014 Assessors Map: 2S103AB
Parcel 1 Tax Lot No.: 01201
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to H. DeWitte Boyd and Rosa Marie Boyd,by Warranty
Deed,recorded December 5, 1962 in Book 476, Page 391,Washington County Book of Records,
the said parcel also being all that portion of said property lying Northerly of a line delineated by
following the below noted stations and offsets, Southerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 109516", an arc distance of
76.73 feet, subtended by a chord of North 83°43'27"East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05", an arc
distance of 23 6.5 5 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX23-legal.docx
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • f 503.626.0455 • i 503.526.0775 • www.whpaclfic.com
FILE NO. 23 u
EXHIBIT "A" Tw wIIPaClfic
(p• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
25+80.00 to 25+99.00 53.00 feet parallel with the centerline
25+99.00 to 26+01.50 53.00 feet along a straight line to 43.00 feet
26+10.00 to 26+27.00 43.00 feet along a straight line to 47.00 feet
26+27.00 to 26+35.00 47.00 feet parallel with the centerline
26+35.00 to 26+45.00 47.00 feet along a straight line to 43.00 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent utility and slope easement recorded in
Document No. 2004-043375, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 249 square feet, more or less.
REGISTERED
PROFESSIONAL
LANG SURVEYOR
�Ls N AA)
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\3urvey\Documents\116th&Walnut Legals\037633-V-EX23-legat.docx
Cf
FILE NO. 23
EXHIBIT "B"
- - - - - -- --- -
PERMANENT UTILITY AND
SLOPE EASEMENT PER EXISTING
DOC. NO. 2004-043375 RIGHT-OF-WAY
CENTERLINE
SW WALNUT STREET 26+00 f N89.01'15•E - 27+00
EXISTING $
RIGHT-OF-WAY o 0
LINE-N\,\ o -0 0 0 0 0
u, M Mi Ni Ni
o -----
:� o o O o C
--J nl Lo I
CD o(o '+° `� "' + TEMPORARY CONSTRUCTI01�
N N 00 N N �`�" EASEMENT AS SHOWN ON
+ + I EXHIBIT A MAP PER DOC.
cw I N ' "' ' N0. 2004-043375
PARCEL 1 �
TEMPORARY PARCEL 1
CONSTRUCTION EASEMENT TEMPORARY
AREA 162 SO. FT. t CONSTRUCTION EASEMENT
AREA 87 SO. FT. t
FILE 023
DEWMTTE do ROSA BOYD
2S103AB TL1201
BOOK 476, PAGE 391
30 0 15 30 N
- - ' LEGEND
D
FEET TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 249 SO. FT. t
( )
FILE NO.: 023 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPacific
TAX LOT: 2101 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S103AB and SW 135th Avenue) REVISED DATE: _ `"`""
ADDRESS: 11070 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: Owswv-Ew.dwp
WHpiff-iff
FILE NO. 24
EXHIBIT 44A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 11611 Ave. to Tiedeman Ave.) File No.: 024
June 25, 2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 00801
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Edward D. Fackler and Colene K. Fackler, by Warranty
Deed,recorded December 29, 1992 in Document No. 92093207,Washington County Book of
Records,the said parcel also being all that portion of said property lying Northerly of a line
delineated by following the below noted stations and offsets, Southerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89'01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • : 503.626.0455 • r 503.526.0775 • www.whpacific.com
PAWashington County10376331Survey\Documents1116th&Walnut Lega1s1037633-V-EX24-legal.docx
FILE NO. 24
EXHIBIT "A" wMi iff
(p- 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
26+93.00 to 27+23.00 47.00 feet parallel with the centerline
27+23.00 to 27+51.00 54.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent utility and slope easement recorded in
Document No. 2004-092163, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 428 square feet,more or less.
REGISTERED
PROFESSIONAL
AND S�yURVEYOR
4A,/'/ X,&
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\I 16th&Walnut Legals\037633N-EX24-Iegal.doex
t,f
FILE NO. 24
EXHIBIT "B"
EXISTING PERMANENT UTILITY AND
RIGHT—OF—WAY SLOPE EASEMENT PER
CENTERLINE 27+00 DOC. N0. 2004-092163 28+00
N89.OV,5"E SW WALNUT STREET
CDo
EXISTING a ~'
Lo
RIGHT—OF—WAY ^,t Cl i LoLINE
r
�1 '
o
N .N
+ +
n
N N
PARCEL 1
TEMPORARY CONSTRUCTION
EASEMENT
TEMPORARY AREA 428 SO. FT.
CONSTRUCTION
EASEMENT AS SHOWN
ON EXHIBIT A MAP PER
DOC. NO. 2004-092163
FILE 024
EDWARD do COLENE FACKLER
2S103AA TL801
DOC NO. 92093207
30 0 15 30 N
I LEGEND
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 428 SO. FT. t
FILE NO.: 024 SW WALNUT STREET SUBMITTAL DATE: 06125/14 WHR—i lc
TAX LOT: 801 (SW 116th-Tiedeman Avenue REVISED DATE: ���
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
ADDRESS:11030 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: a3m3-v-Eu.awo
WHPafific
FILE NO. 25
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave. to Tiedeman Ave.) File No.: 025
June 25, 2014 Assessors Map: 2S103AA
Parcel 1 Tax Lot No.: 00301
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Shirley Ann Hintz, by Quitclaim Deed,recorded May 6,
2004 in Document No. 2004-050043,Washington County Book of Records,the said parcel also
being all that portion of said property lying Southerly of a line delineated by following the below
noted stations and offsets,Northerly of the centerline of realigned S.W. Walnut Street, as said
centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 109516", an are distance of
76.73 feet,subtended by a chord of North 83°4327" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No.29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road, Suite 300 • Portland,OR 97225 • 503.626.0455 • F 503.526.0775 • www.whpacific.com
PAWashington County\037633\Survey\Documents\I 16th&Walnut Lega1s\037633-V-EX25-legal.docx
FILE NO. 25
EXHIBIT "A" WHfiff- c
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
27+05.00 to 27+20.00 68.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent slope easement recorded in Document
No. 2004-083282, Washington County Records and all that portion of said parcel lying within
the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 266 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\SurveyMocuments1116th&Walnut L.egals\037633-V-EX25-le0.docx
c:s
FILE NO. 25
EXHIBIT "B"
I
I I
I
FILE 025
SHIRLEY HINTZ
2S103AA TL301
DOC. NO. 2004-050043 I
I
PARCEL 1
TEMPORARY
CONSTRUCTION EASEMENT I
AREA 266 SQ. FT. t
I ,
O o
oI O
0 o
O N
N_ N
TEMPORARY f
I CONSTRUCTION EASEMENT I f
I AS SHOWN ON EXHIBIT A
MAP PER DOC. NO.
2004-083282 f
t I
—————— ——— ———— — -
b
% o m EXISTING
00
b RIGHT-OF-WAY
a LINE
0
SW WALNUT STREET
— I _ N89'Ot'15"E—
27+00 28+00
PERMANENT SLOPE
EXISTING EASEMENT PER DOC.
RIGHT-OF-WAY NO. 2004-083282
CENTERLINE
30 0 15 30 N
LEGEND
( FEET ) TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 266 SQ. FT. t
FILE NO.: 025 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHpifclfic
TAX LOT: 301 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE: `�
.�W"
ADDRESS: 11015 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037Mv-Ex&ft
WHp6diff
FILE NO. 26
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 1161'Ave. to Tiedeman Ave.) File No.: 026
June 25,2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 00900
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard,Washington County, Oregon and being a
portion of that tract of land conveyed to David A. Kephart by Statutory Warranty Deed,recorded
July 6,20012 in Document No. 2012-055248,Washington County Book of Records,the said
parcel also being all that portion of said property lying Northerly of a line delineated by
following the below noted stations and offsets,Southerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet) of said re-aligned S.W. Walnut
Street;from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 7802539" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10035'36", an arc distance of
76.73 feet,subtended by a chord of North 83043'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89001'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66'20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road, Suite 300 • Portland,OR 97225 • 503.626.0455 • , 503.526.0775 • www.whpacific.com
PAWashington County\037633\Survcy\Documents\116th do Walnut Legais\037633-V-E7t26-legal.docx
FILE NO. 26
EXHIBIT "A" WHPaclfic
(p. 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
27+56.00 to 27+82.00 55.00 feet along a straight line to 56.00 feet
27+82.00 to 28+14.00 50.00 feet along a straight line to 52.00 feet
28+14.00 to 28+35.00 56.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-049344,Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 747 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
loi( )v"-
ISOREGON
JULY 13. 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington Count3A037633\Survey\Documents\I 16th tot Walnut L.egals1037633-V-EX26-legal.docx
LJ
FILE NO. 26
EXHIBIT "B"
TEMPORARY CONSTRUCTION PERMANENT UTILITY AND
EASEMENT AS SHOWN ON SLOPE EASEMENT PER DOC.
EXHIBIT A MAP PER DOC. NO. 2004-049344
N0. 2004-049344 '
EXISTING SW WALNUT STREET
RIGHT-OF-WAY —
CENTERLINE I — — —
28+00 N89'01'15"E 29+00
0 0 o EXISTING
o ci M Lo to RIGHT-OF-WAY
o `� C>
Ln LINE
o
Lo
c" 4u)
I
u)r
-77
o o
to
Lo M
+ +
N N N ( m
PARCEL 1 — ——
TEMPORARY
I CONSTRUCTION
EASEMENT
AREA 747 SQ. FT, f
FILE 026
DAVID KEPHART
2S103AA TL900
DOC. NO. 2012-055248
A
30 0 15 30 N
LEGEND
( FEET C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 747 SQ. FT. t
FILE NO.: 026 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPaclfic
TAX LOT: 900 (SW 116th-Tiedeman Avenue REVISED DATE: ,arm
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
mss:c..v wvsscens
Rrh Yn
ADDRESS: 11000 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633•V-EX2e.dwg
W H P i id fi'c
FILE NO. 27
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave. to Tiedeman Ave.) File No.: 027
June 25,2014 Assessors Map: 2S 103AA
Parcels 1 and 2 Tax Lot No.: 00300
PARCEL 1 (PERMANENT SLOPE EASEMENTI
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Vincent Thi,by Warranty Deed, recorded February 21,
1996 in Document No. 96014860, Washington County Book of Records,the said parcel also
being all that portion of said property lying Southerly of a line delineated by following the below
noted stations and offsets,Northerly of the centerline of realigned S.W. Walnut Street, as said
centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County, Oregon; and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 109516", an arc distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • i 503.626.0455 • , 503.526.0775 • www.whpacific.com
PAWashington County10376331SurveylDocuments1116th&Walnut Legals1037633-V-EX27-legal.docx
FILE NO. 27
EXHIBIT "A"
gyp. 2� WHPac�fic
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
28+00.00 to 28+45.00 40.00 feet parallel with the centerline
28+45.00 to 28+70.00 40.00 feet along a straight line to 32.00 feet
28+70.00 to 29+60.00 32.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the permanent slope easement
recorded in Document No. 2004-121230, Washington County Records and all that portion of
said parcel lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 671 square feet, more or less.
PARCEL 2 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Vincent Thi,by Warranty Deed,recorded February 21,
1996 in Document No. 96014860, Washington County Book of Records,the said parcel also
being all that portion of said property lying Southerly of a line delineated by following the below
noted stations and offsets,Northerly of the centerline of realigned S.W. Walnut Street,as said
centerline is described below.
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
28+21.05 to 28+24.00 44.50 feet along a straight line to 72.00 feet
28+24.00 to 28+30.00 72.00 feet parallel with the centerline
28+30.00 to 28+57.00 72.00 feet along a straight line to 62.00 feet
28+58.81 to 29+05.00 37.00 feet parallel with the centerline
29+05.00 to 29+11.00 37.00 feet along a straight line to 35.00 feet
PAWashington County\037633\Survey\Documents\I 16th&Walnut L.egals\037633-V-EX27-1egal.doex
FILE 27
EXHIBIT "A"
gyp. 3) WHPaclfic
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit map A and the permanent slope easement recorded in Document
No. 2004-121230,Washington County Records and all that portion of said parcel lying within
the existing right-of-way of S.W.Walnut Street and all that portion lying within the above Parcel
1.
The parcel of land to which this description applies contains 911 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�S)y aff-'
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\DocumentsU 16th&Walnut Legals\037633-V-EX27-IepI.d0cx
FILE NO. 27
EXHIBIT "B"
I I
I I
FILE 027
VINCENT THI
2S103AA TL300
DOC. NO. 96014860
PARCEL 2 TEMPORARY CONSTRUCTION
i TEMPORARY CONSTRUCTION I EASEMENT AS SHOWN ON
EASEMENT EXHIBIT A MAP PER DOC.
AREA 813 SQ. FT. t I NO. 2004-121230
O O �
O O
N M PARCEL 2
+ + O TEMPORARY CONSTRUCTION PARCEL 1
N N on EASEMENT PERMANENT SLOPE
ENT
+ AREA 98 SQ. FT. t AREA671SQ. FT. t
Lo j N
o N r' :: o `:::: °0 o
' F � A + � o
.+ N I ! .I.,•...• ap O tp O
m •.1• co N t� ,� co
: : N + 01 + % +
N N imN
O O O O•
o d r- � 0 0 0 0 0 0 o EXISTING
`* o 0 cNoM N cv RIGHT—OF—WAY
nK) "' UNE
N89'01'15�E
28+00 SW WALNUT STREET 29+00 30+00
PERMANENT SLOPE EXISTING
RIGHT-OF-WAY
EASEMENT PER DOC.
CENTERLINE
N0, 2004-121230
4
30 0 15 30 N LEGEND
I ® PERMANENT SLOPE EASEMENT (PARCEL 1) 671 SQ. FT. t
C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 2) 911 SQ. FT. t
( FEET
FILE NO.: 027 SW WALNUT STREET SUBMITTAL DATE: 08125/14 WHPacific
TAX LOT: 300 (SW 116th-Tiedeman Avenue REVISED DATE: „a
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
vne:uVv rw riu:win
ADDRESS:10975 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 03TS V-exz7.awg
wupadlyc
FILE NO. 28
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116d'Ave. to Tiedeman Ave.) File No.: 028
June 25,2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 01001
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South,Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Anh-tuyet T.Nquyen and Vinh N.Nquyen by Statutory
Bargain and Sale Deed,recorded October 9,2001 in Document No.2001102675, Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39"East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 109536", an arc distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15"East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05",an arc
distance of 236.55 feet,subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'4 V40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No.29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road Suite 300 • Portland OR 97225 • 1 503.626.0455 r 503.526.0775 • www.whpacific.com
PAWashington County1037633tisurvey\Documents1116i6&Walnut Legals1037633-V-EX28-legal.docx
FILE NO. 28 _
EXHIBIT "A" wMic fiC
(P• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
28+25.00 to 28+51.00 84.00 feet parallel with the centerline
28+51.00 to 28+52.00 84.00 feet along a straight line to 74.00 feet
28+52.00 to 28+55.00 74.00 feet along a straight line to 7 1.00 feet
28+55.00 to 28+70.00 71.00 feet along a straight line to 72.00 feet
28+70.00 to 28+75.00 72.00 feet along a straight line to 78.00 feet
28+75.00 to 29+20.00 78.00 feet parallel with the centerline
Excepting therefrom, all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-049346, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 2,889 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
5472$
RENEWAL: 06-30-15
PAWashington County\037633\.Survey\Documents\I 16th&Walnut Legals\037633-V-EX28-Iegal.docx
L�r
EXHIBIT 28
EXHIBIT "B"
TEMPORARY CONSTRUCTION
PERMANENT UTILITY AND EASEMENT AS SHOWN ON
EXISTING SLOPE EASEMENT PER EXHIBIT A MAP PER DOC. NO.
RIGHT-OF-WAY DOC. NO. 2004-049346 2004-049346
CENTERLINE SW WALNUT STREET
N8901'15"E
28+00 29+00
g
EXISTING
RIGHT-OF-WAY
M o . ' LINE
0 o o I
----- — co
oo — — —
i o 1I } o
co
ON O O
p fV 03+ + O
O O
co tb Lei
/ p•.
O+ N +
� N N' N
N +
+ c
m N
N
PARCEL 1
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 2889 SQ. FT. t
FILE 028
ANH-TUYET & VINH NQUYEN
2S103AA TL1001
DOC. NO. 2001102675
30 015 30 N
LEGEND
( FEET ) TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 2889 SQ. FT. t
FILE NO.: 028 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPaclfic
TAX LOT: 1001 (SW 116th-Tiedeman Avenue REVISED DATE: tea:•,. ,,
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
• X68,"9..N3.[J
ADDRESS: 10980 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037e33-v-ma.awg
WHPR_1fi7C
FILE NO. 29
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 1161h Ave. to Tiedeman Ave.) File No.: 029
June 25,2014 Assessors Map: 2S103AA
Parcel 1 Tax Lot No.: 01002
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South,Range I
West of the Willamette Meridian,City of Tigard,Washington County, Oregon and being a
portion of that tract of land conveyed to Francisca Orozco Mercado by Quitclaim Deed,recorded
August 31,2012 in Document No. 2012-073012,Washington County Book of Records,the said
parcel also being all that portion of said property lying Northerly of a line delineated by
following the below noted stations and offsets, Southerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 518" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No.29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet, subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right, through a central angle of 49'17'05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet);Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Documents\i 16th&Walnut Legals\037633-V-EX29-legal.docx
9755 SW Barnes Road,Suite 300 • Portland, OR 97225 - 1 503.626.0455 • F 503.526.0775 • www.whpacific.com
FILE NO. 29
EXHIBIT "A" Wnfiff fic
(P• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
29+10.00 to 29+80.00 76.00 feet along a straight line to 75.19 feet
29+80.00 to 30+00.00 76.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-049349, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 2,677 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVQE�YOR
��M, Z
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX29-legal.docx
FILE NO. 29
EXHIBIT "B"
PERMANENT UTILITY AND TEMPORARY CONSTRUCTION
SLOPE EASEMENT PER DOC. EASEMENT AS SHOWN ON
EXHIBIT A MAP PER DOC.
NO. 2004-049349 NO. 2004-049349
EXISTING
RIGHT-OF-WAY
CENTERLINE
29+0030+00
N89'01'15"E
SW WALNUT STREET
0 o EXISTING
0
d (6 RIGHT-OF-WAY
LINE
�'•
.
O
%iO
O / 0 O
Of M
C114 PARCEL 1 N
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 2677 SO. FT. f
FILE 029
FRANCISCA MERCADO
2S103AA TL1002
DOC. NO. 2012-073012
30 0 15 30 N
LEGEND
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 2677 SO. FT. t
FILE NO.: 029 SW WALNUT STREET SUBMITTAL DATE: 06125/14 WHPacific
TAX LOT: 1002 (SW 116th-Tiedeman Avenue REVISED DATE: fl,. �.
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
Mlf%M'A fn'Al•'lO.'
....r.rc4 m.
ADDRESS: 10940 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633-v-DM.dwp
WHp6diff
FILE NO. 30
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116`h Ave. to Tiedeman Ave.) File No.: 030
June 25,2014 Assessors Map: 2S103AA
Parcel l Tax Lot No.: 01100
PARCEL I (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Kim D. Tran by Deed,recorded November 15,2005 in
Document No. 2005-143468,Washington County Book of Records,the said parcel also being all
that portion of said property lying Northerly of a line delineated by following the below noted
stations and offsets, Southerly of the centerline of realigned S.W. Walnut Street,as said
centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°2539" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39"East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36",an arc distance of
76.73 feet, subtended by a chord of North 83°43'27"East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49017'05",an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet), the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road Suite 300 • Portland OR 97225 T 503.626.0455 15.3.526.0775 • www.whpacific.com
P_1Washington County10376311Survey\Documents1116tb&Walnut Legals 037633-V-EX30-legal docx
FILE NO. 30 _
EXHIBIT "A" WMidi c
(p. 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
29+90.00 to 30+13.00 52.00 feet parallel with the centerline
Excepting therefrom, all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-065953, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 166 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�A rq. 'RJA
ISOREGON
JULY 13, 2004
COTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX30-legal.docx
FILE NO. 30
EXHIBIT "B"
EXISTING
SW WALNUT STREET RIGHT-OF-WAY
CENTERLINE
30+00 N89'01'1 5"E 31+00
o EXISTING
0 o RIGHT-OF-WAY
0 o M LINE
o Lo
N
}t - - -- - - - - -- _
v,, — _ — — ———— _ — — — — — _— — —
PERMANENT UTILITY AND I
SLOPE EASEMENT PER DOC.
0 oNO. 2004-065953 —, —
0 oci
r
rn
TEMPORARY CONSTRUCTION
+ o EASEMENT AS SHOWN ON EXHIBIT A I
..MAP PER DOCNO2004-065953
N j
PARCEL 1
TEMPORARY CONSTRUCTION
EASEMENT
AREA 166 SQ. FT. f
FILE 030
i NHANG VAN & KIM TRAN
2S103AA TL1100
DOC. NO. 2005-143468
s
4
30 0 15 30
-��
I LEGEND
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 166 SQ. FT. t
FILE NO.: 030 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPacific
TAX LOT: 1100 (SW 116th-Tiedeman Avenue REVISED DATE:
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE: , r'
—>«,,,
ADDRESS: 10920 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633-v-EM.dwg
W H P i fc-1 fic
FILE NO. 31
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave. to Tiedeman Ave.) File No.:-031
June 25,2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 01500
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Blessilda S. Juanson and Tomasito M. Juanson by
Statutory Warranty Deed, recorded March 25,1993 in Document No. 93022336,Washington
County Book of Records,the said parcel also being all that portion of said property lying
Northerly of a line delineated by following the below noted stations and offsets, Southerly of the
centerline of realigned S.W. Walnut Street, as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range 1 West,of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83143'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'1 T05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W.Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland OR 97225 • T 503.626.0455 • ! 503.526.0775 • www.whpacific.com
PAWashington County1037633\Survey\Documents\116ih&Walnut Legals\037633-V-EX31-legal.docx
FILE NO. 31
EXHIBIT "A"
(p. 2) WHPacific
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
31+55.00 to 31+86.00 59.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-083286, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 421 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Iv -'ys
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Smey\Doeuments\116th&Walnut Legals\037633-V-EX31-legal.d0cx
h
L `
FILE NO. 31
EXHIBIT "B"
EXISTING SW WALNUT STREET
RIGHT-OF-WAY
CENTERLINE 33+00
31+00 32+00
�- N89'01'15'E �
o EXISTING
RIGHT-OF-WAY'
o o LINE
L L
i•
1�'..•: •� PERMANENT UTILITY AND'
SLOPE EASEMENT PER
0 o DOC. NO. 2004-083286
CD
to I i
Lo I + TEMPORARY CONSTRUCTION
± EASEMENT AS SHOWN ON EXHIBIT A
MAP PER DOC. NO. 2004-083286
i,
PARCEL 1
TEMPORARY CONSTRUCTION
EASEMENT
AREA 421 SO. FT. t
FILE 031
BLESSILDA & TOMASITA JUANSON
2S103AA TL1500
DOC. NO. 93022336
30 0 15 30
LEGEND
I
( FEET ) TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 421 SO. FT. t
FILE NO.: 031 SW WALNUT STREET SUBMITTAL DATE: 06!25114 iNHPaclfic
TAX LOT: 1500 (SW 116th-Tiedeman Avenue REVISED DATE: ,M w•„�
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
ADDRESS: 10060 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 03793XV-EX31 wp
WHPadft
FILE NO. 32
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116''Ave.to Tiedeman Ave.) File No.: 032
June 25,2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 01600
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Marcia L. Edwards by Deed,recorded February 11,
1992 in Document No. 92008617,Washington County Book of Records,the said parcel also
being all that portion of said property lying Northerly of a line delineated by following the below
noted stations and offsets, Southerly of the centerline of realigned S.W. Walnut Street,as said
centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78125'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 4997'05", an arc
distance of 236.55 feet,subtended by a chord of South 66'20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41°41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX32-legal.docx
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • 1 503.626.0455 • F 503.526.0775 • www.whpacific.com
FILE NO. 32
EXHIBIT "A" ���"d.CI�C
(p. 2) I�
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
32+40.00 to 33+30.00 54.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2004-043378, Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 990 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�'A�M' -&A
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County10376331Survey\Docununts1116th&Walnut Legals1037633-V-EX32-legal.docx
ca
FILE NO. 32
EXHIBIT "B"
TEMPORARY CONSTRUCTION
EASEMENT AS SHOWN ON
EXHIBIT A MAP PER DOC.
NO. 2004-043378
EXISTING PERMANENT UTILITY AND
SW WALNUT STREET SLOPE EASEMENT PER DOC.
RIGHT-OF-WAY
NO. 2004-043378
CENTERLINE-\
32+00 33+00 PC 33+92.45
N89'01'15"E
0
EXISTING
o o RIGHT-OF-WAY
M c LINE
Lo d
tn
— — — — — — — — — i-- - - -- - -- -# I—I---
_-----
O /
0
I
+ M
M '
i
i
I
i
PARCEL 1
TEMPORARY
CONSTRUCTION EASEMENT
AREA 990 SQ. FT. t
FILE 32
MARCIA EDWARDS
2S103AA TL1600
DOC. NO. 92008617
4
30 0 15 30 N
I11
LEGEND
( FEET ) E TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 990 SQ. FT. t
FILE NO.: 032 SW WALNUT STREET SUBMITTAL DATE: 08/25/14 WHPaclfic
TAX LOT: 1600 (SW 116th-Tiedeman Avenue REVISED DATE:
N"!N/Y.n.11e Ari Y4
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE: M'"ON
ADDRESS:10830 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 076WV-002Awg
WHpadiff
FILE NO. 33
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116th Ave. to Tiedeman Ave.) File No.: 033
June 25,2014 Assessors Map: 2S103AA
Parcel 1 Tax Lot No.: 00101
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South, Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Tigard-Tualatin School District 23J,by Statutory
Bargain and Sale Deed,recorded December 10,2010 in Document No. 2010-099763,
Washington County Book of Records,the said parcel also being all that portion of said property
lying Southerly of a line delineated by following the below noted stations and offsets,Northerly
of the centerline of realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00(feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 10°35'36", an arc distance of
76.73 feet,subtended by a chord of North 83043127" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet);Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'1 T05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41041'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\03 7633-V-EX33-legal.docx
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • r 503.626.0455 • F 503.526.0775 • vmv.whpacific.com
FILE NO. 33
EXHIBIT "A" W11MC—I c
(p• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
29+45.00 to 30+90.01 34.00 feet parallel with the centerline
31+40.07 to 32+10.00 34.00 feet parallel with the centerline
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 790 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 13. 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\0376331SurveyTocuments1116th&Walnut Legals1037633-V-EX33-legal.doox
CJ
FILE NO. 33
EXHIBIT "B"
I
I
FILE 033
TIGARD-TUALATIN
SCHOOL DISTRICT 23J
2S103AA TL101
DOC. NO. 2010-099763
I
TEMPORARY CONSTRUCTION
EASEMENT PER UNRECORDED
I DOCUMENT DATED JANUARY 27,
2005, BETWEEN THE CITY OF TIGARD
AND SCHOOL DISTRICT 23J
PARCEL 1 PARCEL 1
TEMPORARY TEMPORARY
CONSTRUCTION EASEMENT CONSTRUCTION EASEMENT
AREA 541 SQ. FT. f I AREA 249 SQ. FT. t
I
00
to
I + + + I +
- �O
M N89*01'15"E
—
29+00 30+00 �— 31+00 EYJSTING 32+00
SW WALNUT STREET RIGHT-OF-WAY;
LINE
——
� EXISTING _—j j
RIGHT-OF-WAY
r CENTERLINE
60 0 30 60 N
' LEGEND
C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 790 SQ. FT. t
( FEET }
FILE NO.: 033 SW WALNUT STREET SUBMITTAL DATE: 03/18114 Wu '-
TAX LOT: 101 (SW 116th-Tiedeman Avenue REVISED DATE: �!�lPacific
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
ADDRESS: 10865 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037e'3-v-Vw-dwg
WHpadyc
FILE NO. 33A
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116 'Ave.to Tiedeman Ave.) File No.: 033A
July 21,2014 Assessors Map: 2S 103AA
Parcel 1 Tax Lot No.: 00700
PARCEL 1 (PERMANENT SLOPE&UTILITY EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3, Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Tigard-Tualatin School District 23J,by Correction
Deed,recorded December 23, 1969 in Deed Book 767,Page 329, Washington County Book of
Records,the said parcel also being all that portion of said property lying Southerly of a line
delineated by following the below noted stations and offsets,Northerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West, of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street;from Whence a 5/8"iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32 (feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet); Thence along a
415.00 foot radius curve to the right,through a central angle of 1095'36", an are distance of
76.73 feet, subtended by a chord of North 83°43'27"East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet); Thence
along a 275.00 foot radius curve to the right,through a central angle of 49'17'05",an are
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • T 503.626.0455 • r 503.526.0775 • www.whpacific.com
PAWashington County\0376331SurveylDocuroents1116th&Walnut Legals1037633-V-EX33A-legal.docx
FILE NO. 33A
EXHIBIT "A" wffacific
(P• 2)
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
33+80.00 to 34+13.00 44.00 along a straight line to 45.00 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement shown on unrecorded document dated January 27th,2005,between the City of Tigard
and School District 23J and all that portion of said parcel lying within the existing right-of-way
of S.W. Walnut Street.
The parcel of land to which this description applies contains 499 square feet,more or less.
PARCEL 2 (TEMPORARY CONSTRUCTION EASEMEND
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South,Range 1
West of the Willamette Meridian,City of Tigard,Washington County, Oregon and being a
portion of that tract of land conveyed to Vincent Thi,by Warranty Deed,recorded February 21,
1996 in Document No. 96014860,Washington County Book of Records,the said parcel also
being all that portion of said property lying Southerly of a line delineated by following the below
noted stations and offsets,Northerly of the centerline of realigned S.W. Walnut Street,as said
centerline is described below.
Offset Distances Northerly of S.W. Walnut
Station to Station Street Centerline
31+95.00 to 32+94.58 34.00 feet.parallel with the centerline
34+13.00 to 34+46.00 35.00 feet along a straight line to 40.00 feet
Excepting therefrom,all that portion of said parcel lying within the existing right-of-way of
S.W. Walnut Street.
The parcel of land to which this description applies contains 524 square feet,more or less.
REGISTERED
PROFESSIONAL
AND SURVEYOR
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 06-30-15
PAWashington County\037633\Survey\Doc=ents\116th&Walnut Legals\037633-V-EX33A-legal.docx {'
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FILE NO. 34
EXHIBIT "A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116` Ave. to Tiedeman Ave.) File No.: 034
June 25,2014 Assessors Map: 2S103AA
Parcel 1 Tax Lot No.: 01700
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT)
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County,Oregon and being a
portion of that tract of land conveyed to Michael H. O'Connor,by Statutory Warranty Deed,
recorded February 10,2003 in Document No. 2003-019134,Washington County Book of
Records,the said parcel also being all that portion of said property lying Northerly of a line
delineated by following the below noted stations and offsets, Southerly of the centerline of
realigned S.W. Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South,Range 1 West,of the Willamette
Meridian in Washington County, Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped "DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet, as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC (feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 1095'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC (feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49°17'05",an arc
distance of 236.55 feet,subtended by a chord of South 66'20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259, Washington County Survey Records.
9755 SW Barnes Road,Suite 300 • Portland,OR 97225 • r 503.626.0455 • r 503.526.0775 • www.whpacific.com
PAWashington County10376331Survey\DocumentsV 16th&Walnut Legals1037633-V-EX34-legal.docx
FILE NO. 34
EXHIBIT "A" WHP&-iff
(p• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
33+38.00 to 33+70.00 51.00 feet along a straight line to 53.00 feet
33+70.00 to 34+05.00 53.00 feet along a straight line to 52.77 feet
Excepting therefrom, all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent utility and slope easement recorded in
Document No. 2007-099508,Washington County Records and all that portion of said parcel
lying within the existing right-of-way of S.W. Walnut Street.
The parcel of land to which this description applies contains 725 square feet,more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 13, 2004
SCOTT M. GRUBBS
54728
RENEWAL: 08-30-15
PAWashington County\037633\Survey\Documents\116th&Walnut Legals\037633-V-EX34-legal.docx
I
FILE NO. 34
EXHIBIT "B"
-------- ---- --------!
PERMANENT UTILITY AND
SLOPE EASEMENT PER TEMPORARY CONSTRUCTION
EXISTING DOC. NO. 2007-099508
RIGHT—OF—WAY EASEMENT AS SHOWN ON
CENTERLINE EXHIBIT A MAP PER DOC. NC
33+00 SW WALNUT STREET PC 33+92.45 2007-099508
N89'01'15"E
EXISTING i o
RIGHT—OF—WAY 'oo ,,Co -pp
LINEin M Cy
---- -------r- cd
—
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PARCEL 1
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 725 SQ. FT. t
FILE 034
MICHAEL O'CONNOR
2S103AA TL1700
DOC. NO. 2003-019134
4
30 0 15 30 N
I LEGEND
( FEET ) 0 TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 725 SQ. FT. t
FILE NO.: 034 SW WALNUT STREET SUBMITTAL DATE: 08/25/14 Pacific
TAX LOT: 1700 (SW 116th-Tiedeman Avenue REVISED DATE: WH
N„ H
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE:
ADDRESS: 10800 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: a37&33v-Ecs4.dwg
WHPa01
FILE NO. 35
EXHIBIT"A"
S.W. Walnut Street County Road Project No.: 100187
(S.W. 116`h Ave. to Tiedeman Ave.) File No.: 035
June 25,2014 Assessors Map: 2S103AA
Parcel 1 Tax Lot No.: 001702
PARCEL 1 (TEMPORARY CONSTRUCTION EASEMENT
A parcel of land lying in the Northeast one-quarter of Section 3,Township 2 South, Range 1
West of the Willamette Meridian, City of Tigard, Washington County, Oregon and being a
portion of that tract of land conveyed to Emma Alice Patterson,Trustee,by Statutory Warranty
Deed,recorded March 8, 1994 in Document No. 94022057,Washington County Book of
Records,the said parcel also being all that portion of said property northerly of a line delineated
by following the below noted stations and offsets, southerly of the centerline of realigned S.W.
Walnut Street,as said centerline is described below.
S.W. WALNUT STREET CENTERLINE
A road centerline situated in Section 3,Township 2 South, Range I West,of the Willamette
Meridian in Washington County,Oregon, and being more particularly described as follows:
Beginning at a point on line known as Station 10+00.00 (feet)of said re-aligned S.W. Walnut
Street; from Whence a 5/8" iron rod with yellow plastic cap stamped"DEA Inc." in a monument
box bears South 78°25'39" West a distance of 785.68 feet,as said iron rod is shown on Survey
No. 29,259 as Station 2+14.32(feet);Thence North 78°25'39" East a distance of 939.10 feet to a
Point of Curvature shown on Survey No. 29,259 as Station 19+39.10 PC(feet);Thence along a
415.00 foot radius curve to the right,through a central angle of 1095'36", an arc distance of
76.73 feet,subtended by a chord of North 83°43'27" East a distance of 76.62 feet a Point of
Tangency at Station 20+15.83 PT(feet); Thence North 89°01'15" East a distance of 1376.62 feet
to a Point of Curvature shown on Survey No. 29,259 as Station 33+92.45 PC(feet);Thence
along a 275.00 foot radius curve to the right,through a central angle of 49017'05", an arc
distance of 236.55 feet, subtended by a chord of South 66°20'13" East a distance of 229.32 feet
to a Point of Tangency at Station 36+29.00 PT(feet); Thence South 41'41'40" East a distance of
79.91 feet to the centerline Intersection of S.W. Walnut Street and S.W. Tiedeman Street, said
Intersection being shown on Survey No. 29,259 as Station 37+08.91 (feet),the Point of
Termination of this description.
Bearings are based upon Survey Number 29259,Washington County Survey Records.
9755 5W Barnes Road,Suite 300 - Portland,OR 97225 • r 503.626.0455 • t 503.526.0775 • www.whpacific.com
PAWashington County1037633VSurveylDocuments\116th&Walnut Legals\037633-V-EX35-legal.do"
FILE NO. 35
EXHIBIT "A" WHPacific
(p• 2)
Offset Distances Southerly of S.W. Walnut
Station to Station Street Centerline
34+09.00 to 34+43.00 5 1.50 feet along a straight line to 49.00 feet
Excepting therefrom,all that portion of said parcel lying within the temporary construction
easement as shown on exhibit A map and the permanent easement recorded in Document No.
2004-035933, Washington County Records and all that portion of said parcel lying within the
existing right-of-way of S.W.Walnut Street.
The parcel of land to which this description applies contains 300 square feet, more or less.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
�)
. ka
ISOREGON
JULY 13. 2004
COTT M. GRUBBS
5472$
RENEWAL: 06-30-15
PAWashington County\037633\Survcy\Documents\116th&Walnut Legals\037633-V-EX35-legal.docx
CJ
L
FILE NO. 35
EXHIBIT "B"
PERMANENT SLOPE AND TEMPORARY CONSTRUCTION
EXISTING UTILITY EASEMENT PER EASEMENT AS SHOWN ON
RIGHT-OF-WAY DOC. N0, 2004-035933 EXHIBIT A MAP PER DOC.
CENTERLINE PC 33+92.45 NO. 2004-035933
i
w
N89'01'1 5"E
EXISTING STRF£T
RIGHT-OF-WAY
3500
_
LINE� "'• I o o
� a �
PARCEL 1
TEMPORARY
CONSTRUCTION
EASEMENT
AREA 300 SQ. FT, t
FILE 035
EMMA PETERSON, TRUSTEE
2S103AA TL1702
DOC. NO. 94022057
4
30 0 15 30 N
LEGEND
( FEET ) C TEMPORARY CONSTRUCTION EASEMENT (PARCEL 1) 300 SQ. FT. t
FILE NO.: 035 SW WALNUT STREET SUBMITTAL DATE: 06/25/14 WHPaclfic
TAX LOT: 1702 (SW 116th-Tiedeman Avenue REVISED DATE: S,,,r,,o„_,q.,x,
pwa a mm
TAX MAP: 2S103AA and SW 135th Avenue) REVISED DATE: ahm amu .
ADDRESS:10770 SW WALNUT ST. WASHINGTON COUNTY PROJECT NO.100187 REVISED DATE: DWG: 037633-v-EM dwy