2015-083103 C/ RETURN RECORDED DOCUMENT TO: Washington County,Oregon 2015-083103
40 CITY HALL RECORDS DEPARTMENT, 10/01/2015 10:17:11 AM
D-E Cnt=1 Stn=22 I REED
CITY OF TIGARD ;20.00$5.00$11,00$20.00-Total 456,00
13125 SW Hall Blvd.
Tigarll,OR 97223
CORPORATION 02093766201500831030040043
I,Richard Hobernlcht,Director of A mint and ,+' °u!T„
File No Taxation and Ex-Officio County Clerk for Washington •ter,
County,Oregon,do hereby certify that the within ' F;" ''i c."',
Instrument of writing was received a d re ord� • ... r.,;
book of records of said coin Git;%.•
EASEMENT "
RlchardTaxation,Ex-Officio County Clerk nt and R+•�
PUBLIC UTILITY-PERMANENT Space above reserved for Washington County Recording Information
MWSH Tigard LLC hereinafter called the Grantors,
grant and convey unto the City of Tigard a perpetual easement for constructing, reconstructing, operating, maintaining,
inspecting, and repairing of public utilities and appurtenances, together with the right to remove, as necessary, vegetation,
foliage, trees, and other obstructions on the parcel of land described in Exhibit "A", situated in the City of Tigard,
Washington County, State of Oregon.
THE TRUE CONSIDERATION for this conveyance is $ 0.00. However, the actual consideration consists of or includes
other property or value given or promised which is the whole consideration.
IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title, or interest except those expressly
stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that
such use shall not interfere with the uses and purposes of the intent of the easement.
IN CONSIDERATION of the premises, Grantee agrees that if the Grantee, its successors or assigns should cause the
easement to be vacated, the right of the Grantee in the above-described easement will be forfeited and shall immediately
revert to the Grantors,their successors,and assigns in the case of such event.
TO HAVE AND TO HOLD the above-described and granted premises unto the Grantee, its successors,and assigns forever.
IN WITNESS WHEREOF, I hereunto set my hand on this 10 day of 5e jr ,20 LS .
MWSH Tigard LLC
Name of Corporation S' ature
3425 Boone Rd SE Salem, OR 97317 i►k e N s,
Address Title
Signature
STATE OF OREGON)
)ss. Title
County of Washington )
This instrument was acknowledged before me on 9110/15 (date)by kWIt /D•/Jeunri}bik.
(name(s)of person(s))as
/�i41 (type of authority,e.g.,officer,trustee,etc)
of AW3S�'T��y^r/LLC_ Q (name of party on behalf of whom instrument was executed).
` '' OFFICIAL STAMP Notary's Signature f
I •''1�. l
LILLIAN J WEAVER I G .ZoI B
?I ``•« NOTARY PUBLIC - OREGON ( My Commission Expires: At..
'j\ •;F,� COMMISSION NO. 934718 O)
i i MY COMMISSION EXPIRES DECEMBER 16.2018 ()
Accepted on behalf of the City of Tigard this day of ..s72.0-1c,-.L.,- ,20 I S .
i / / -
NO CHANGE IN TAX STATEMENT ity Engineer
Document2
• EXHIBIT'A'
A STRIP OF LAND BEING PARALLEL WITH AND 8.00 FEET NORTH OF THE NORTH RIGHT OF WAY LINE OF
S.W. ROSS STREET AND PARALLEL WITH AND 8.00 FEET WEST OF THE WEST RIGHT OF WAY LINE OF S.W.
83RD AVENUE LOCATED IN THE NORTHWEST ONE-QUARTER AND THE SOUTHWEST ONE-QUARTER OF
SECTION 12, TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN IN THE CITY OF
TIGARD, WASHINGTON COUNTY, OREGON, SAID RIGHT OF WAY LINES AS SHOWN ON THE ATTACHED
EXHIBIT 'B' AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF THE LAND DESCRIBED IN DOCUMENT NUMBER 2014-
004828, WASHINGTON COUNTY RECORDS, FROM WHICH A 5/8" IRON ROD AT THE INTERSECTION OF
SW ROSS STREET AND SW 83 RD AVENUE BEARS SOUTH 31°14'12" EAST, 29.08 FEET; THENCE ALONG
THE NORTH RIGHT OF WAY LINE OF SW ROSS STREET BEING 25.00 FEET NORTH OF AND PARALLEL WITH
THE CENTERLINE THEREOF, SOUTH 89°37'11" WEST, 201.28 FEET TO THE POINT OF BEGINNING(1) AT
THE POINT OF CURVATURE OF A NON-TANGENT 229.00 FOOT RADIUS CURVE, THE CENTER OF WHICH
BEARS SOUTH 11°06'18" EAST; THENCE 42.86 FEET ALONG SAID CURVE CONCAVE SOUTH THROUGH A
CENTRAL ANGLE OF 10°43'29" (THE CHORD OF WHICH BEARS NORTH 84°15'27" EAST, 42.80 FEET);
THENCE PARALLEL WITH AND 29.00 FEET NORTH OF THE CENTERLINE OF SW ROSS STREET NORTH
89°37'11" EAST, 82.27 FEET; THENCE 29.32 FEET ALONG THE ARC OF A 19.00 FOOT RADIUS CURVE
CONCAVE NORTHWEST THROUGH A CENTRAL ANGLE OF 88°25'46" (THE CHORD OF WHICH BEARS
NORTH 45°24'18" EAST, 26.50 FEET); THENCE NORTH 01°11'25" EAST, 33.50 FEET; THENCE 54.11 FEET
ALONG THE ARC OF A 208.00 FOOT RADIUS CURVE CONCAVE EAST THROUGH A CENTRAL ANGLE OF
14°54'17" (THE CHORD OF WHICH BEARS NORTH 08°38'33" EAST, 53.96 FEET) TO A POINT OF REVERSE
CURVATURE; THENCE 85.06 FEET ALONG THE ARC OF A 327.00 FOOT RADIUS CURVE CONCAVE WEST
THROUGH A CENTRAL ANGLE OF 14°54'17" (THE CHORD OF WHICH BEARS NORTH 08°38'33" EAST,
84.82 FEET); THENCE NORTH 01°11'25" EAST, 123.69 FEET TO A POINT OF CURVATURE; THENCE 81.46
FEET ALONG THE ARC OF A 162.00 FOOT RADIUS CURVE CONCAVE WEST THROUGH A CENTRAL ANGLE
OF 28°48'33" (THE CHORD OF WHICH BEARS NORTH 13°12'52" WEST, 80.60 FEET) TO A POINT OF
REVERSE CURVATURE; THENCE 96.89 FEET ALONG THE ARC OF A 210.00 FOOT RADIUS CURVE CONCAVE
EAST THROUGH A CENTRAL ANGLE OF 26°26'09" (THE CHORD OF WHICH BEARS NORTH 14°24'04"
WEST, 96.04 FEET) TO THE SOUTHEAST CORNER OF LOT 6 OF THE PLAT OF LA MANCHA ESTATES. SAID
8.00 FOOT STRIP TERMINATING AT A POINT ON THE SOUTH LINE OF THE LAND DESCRIBED IN
DOCUMENT NUMBER 2014-004828, AND ON THE SOUTH LINE OF THE PLAT OF LA MANCHA ESTATES,
WASHINGTON COUNTY RECORDS.
CONTAINING 5,125 SQUARE FEET, 0.12 ACRES MORE OR LESS.
TOGETHER WITH A STRIP OF LAND BEING PARALLEL WITH AND 8.00 FEET EAST OF THE EAST RIGHT OF
WAY LINE OF SW 83RD AVENUE AND PARALLEL WITH AND 8.00 FEET SOUTH OF THE SOUTH RIGHT OF
WAY LINE OF S.W. MATTHEW PARK STREET AS SHOWN ON THE ATTACHED EXHIBIT 'B', SAID RIGHT OF
WAY LINES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
Page 1 of 2
• COMMENCING AT THE SOUTHEAST CORNER OF THE LAND DESCRIBED IN DOCUMENT NUMBER 2014-
004828, WASHINGTON COUNTY RECORDS, FROM WHICH A 5/8" IRON ROD AT THE INTERSECTION OF
SW ROSS STREET AND SW 83 RD AVENUE BEARS SOUTH 31°14'12" EAST, 29.08 FEET; THENCE ALONG
THE EAST LINE OF THE LAND DESCRIBED IN DOCUMENT NUMBER 2014-004828, WASHINGTON COUNTY
RECORDS NORTH 1°11'25" EAST 306.39 FEET; THENCE ALONG THE MOST NORTHERLY SOUTH LINE OF
SAID LAND NORTH 89°02'00" EAST 6.00 FEET TO THE POINT OF BEGINNING(2); THENCE NORTH
1°11'25" EAST 9.08 FEET TO A POINT OF CURVATURE; THENCE 91.45 FEET ALONG THE ARC OF 208.00
FOOT RADIUS CURVE CONCAVE WEST THROUGH A CENTRAL ANGLE OF 25°11'27" (THE CHORD OF
WHICH BEARS NORTH 11°24'19" WEST, 90.72 FEET) TO A POINT OF REVERSE CURVATURE; THENCE
29.39 FEET ALONG THE ARC OF 17.00 FOOT RADIUS CURVE CONCAVE EAST THROUGH A CENTRAL
ANGLE OF 99°03'28" (THE CHORD OF WHICH BEARS NORTH 25°31'42" EAST, 25.86 FEET); THENCE
NORTH 75°03'26" EAST, 5.81 FEET TO A POINT OF CURVATURE; THENCE 42.17 FEET ALONG THE ARC OF
A 160.00 FOOT RADIUS CURVE CONCAVE SOUTH THROUGH A CENTRAL ANGLE OF 15°06'04" (THE
CHORD OF WHICH BEARS NORTH 82°36'28" EAST, 42.05 FEET); THENCE SOUTH 89°50'30" EAST, 31.69
FEET TO THE NORTHWEST CORNER OF LOT 5 AS SHOWN ON THE PLAT OF "MATTHEW PARK". SAID 8.00
FOOT STRIP TERMINATES AT A POINT ON THE MOST NORTHERLY SOUTH LINE OF THE LAND DESCRIBED
IN DOCUMENT NUMBER 2014-004828 AND THE WEST LINE OF SAID LOT 5.
CONTAINING 1,623 SQUARE FEET, 0.037 ACRES MORE OR LESS.
REGISTERED
PREPARED BY CESNW, INC. PROFESSIONAL
LAND SURVEYOR
id/ V /Li/
' OREGON
CEMBER 13, 2007
RYAN H. GODSEY
65604
RENEWS: 6/30/15
2876-PUE
Page 2 of 2
EXHIBIT 'B'
"LA MANCHA LOCATED IN THE NORTHWEST 1/4 AND THE
ESTATES"
S89°57'52"W SOUTHWEST 1/4 OF SECTION 12, TOWNSHIP 2
SOUTH, RANGE 1 WEST, W.M., CITY OF TIGARD,
N75°03'26"E WASHINGTON COUNTY, OREGON
5.81' - — —
` C6 C9 REGISTERED
C8 ∎ PROFESSIONAL
` ( 589°50'30"E
` \ 31.69' LAND SURVEYOR
` , lV
POINT OF , C5 C ' "MATTHEW
PARK"
BEGINNING (2) ' ' OREGON
DECEMBER 13, 007
I RYAN H. GODSEY
MWSH TIGARD LLC 1 ----'''--N01°11'25"E 65604
DOCUMENT NO. 2014-004828 9.08'
1 a RENEWS: 6/30/15
0
N89°02'00"E
N01°11'25"E1 M 6.00'
123.69' 1 00
I
I o w
m m
f
I w D co
I C4 ry v
Z L
-+ w
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I Z U
0
n
N01°11'25"E i C3
33.50'
N
4
89°37'11"E
82.27' POINT OF
COMMENCEMENT
Cl i*s-----
- - — — Cz /� 100 50 0 100
,.......___ ,?rt.
— b' S89°37'11"W 201.28' n,x531°14'12"E 29.08'
N _ N _ SCALE: 1" = 100'
POINT OF 5/8" IRON
BEGINNING(1) SW ROSS STREET \ TROD(.7
Curve Table
I
I Curve # Length Radius Delta Chord Bearing Chord Length
Cl 42.86 229.00 10°43'29" N84° 15' 27"E 42.80
C2 29.32 19.00 88°25'46" N45° 24' 18"E 26.50
C3 54.11 208.00 14°54'17" N8° 38' 33"E 53.96
C4 85.06 327.00 14°54'17" N8° 38' 33"E 84.82
C5 81.46 162.00 28°48'33" N13° 12' 52"W 80.60
C6 96.89 210.00 26°26'09" N14° 24' 04"W 96.04
C7 91.45 208.00 25°11'27" N11° 24' 19"W 90.72
C8 29.39 17.00 99°03'28" N25° 31' 42"E 25.86
C9 42.17 160.00 15°06'04" N82° 36' 28"E 42.05
DATE
:ii: E S N W 13190
Tigard SW,68th Pa Oregorkwayn,97 7 223 150 3-11-15
503.968.6655 www.cesnw.com PROJECT
2876 J