89-33391 ► K
89- 33
�.. 391
y , / ► Washington County
INDIVIDUAL- GENERAL PARTNERSHIP
PERMANENT SLOPE EASEMENT
KNOW ALL MEN BY THESE PRESENTS THAT Pacific Realty Associates,4Limited
Partnership
hereinafter called the Grantors, in consideration for the sum of "$ 0.00
-- dollars and other good and valuable consideration by
the City of Tigard, hereinafter called Grantee, have granted and conveyed and by
these presents do grant and convey unto the City of Tigard, a perpetual easement
for the construction, maintenance, and repair, with necessary access thereto, of a
slope, cut or fill, occasioned by the construction, operation, and maintenance of a
public road and appurtenances within the following described parcel of land,
situated in the City of Tigard, Washington County, State of Oregon, and being more
particularly described as follows:
See Attached EXHIBIT "C"
IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title
or interest to the surface of the soil, nor any other rights except those expressly
provided, however that such use shall not be permitted to damage or destroy lateral
support to the highway, and provided further that nothing herein contained shall
grant to the City of Tigard the right to excavate beneath existing building or
deposit fill materials against existing buildings above the top of the foundations
thereof, but is understood and agreed the City of Tigard shall never be required to
remove the dirt or other materials placed by it upon said property, nor shall said
City be subject to any damages to the Grantors, their heirs and assigns, by reason
thereof, or by reason of the slopes constructed thereon, or by reason of change of
grade at the street or highway abutting on said property.
IN CONSIDERATION of the premises, Grantee agrees that if said Grantee, its
successors or assigns should cause said road to be vacated, the rights 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 any such event.
The Grantors, do hereby covenant to and with the City of Tigard, that they are
the owners in fee simple of said premises; that the above - described property is
free from all encumbrances, and that they will warrant and defend the same from all
lawful claims whatsoever.
IN WITNESS WHEREOF, the grantor(s) has (have) hereunto set his (her) (their)
hand(s) and seal(s) this (O day of , yy gp l 9 % ��%I�
(SEAL) b kZ , ' 'mac . 641 ( EAL )
(SEAL) I I L" (SEAL)
r lt'kr -0-91 W ,
STATE OF OREGON )
) ss.
County of Washington )
Personally appeared before me the above named ` , e ms' P /2 :
who executed this instrument and each of them acknowledged to me that this
instrument was executed voluntarily and freely.
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this //) - day
of �. . i , 19 .
* =�x -• r° q Notary (?24%24:.(-4—,)/
blic for Oregon
7�RA,) ' My Corn ssion Expires:
Atpi to l eg l' d"escripti this / day of J t� / , 19 _
A TM ua 3 oaZ °'
- E {, ;,,,,,,!AZ "Pf!l"9"' . /
's� A ^Of Title . � / ft,r4 /Q�Lx2�t�C"
`µ day of Ju 19PI .
Approved this �,� y ,
GRANTOR'S NAME/ADDRESS DEPARTMENT COMMUNITY DEVELOPMENT
•
Richarn P_ Runnn By:
_2
PacTrust Title: C/4 an /nee,
111 SW 5th, Suite 2960 RETURN RECORDED DOCUMENT TO:
CITY RECORDER, TIGARD
Portland, OR 97204 f � P 0 BOX 23397
(ke/3772P) TIGARD OR 97223
f
s ,
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 1 of 8
PARCEL 1
A variable width strip of land in the East one -half of Section
12, Township 2 South, Range 1 West of the Willamette Meridian,
in the City of Tigard, Washington County, Oregon, said strip
being described as follows:
Commencing at a point of the centerline of S.W. Upper Boones
Ferry Road, as said road has been relocated as shown on Oregon
'State Department of Transportation map number 1A -8 -6 (County
U )�> � c n Survey number 16884), said point of commencement being OSHD
Engineers Center line Station "UB3" 155 +22.91 as described in a
conveyance to the State of Oregon, by and through its Department
of Transportation, recorded in Book 944, page 153, Washington
County Book of Records; said point of commencement also being
centerline Station 10 +00.00 of the strip to be described; thence
North 24 °48'43" West, 62.12 feet to the northwesterly line of
that parcel described as Parcel 1 in said Book 944, page 153 at
Station 10 +62.12 (centerline)and the TRUE POINT OF BEGINNING of
this description; thence tracing the northwesterly line of said
Parcel 1 of said Book 944, page 153, South 50 °11'17" West, 78.77
feet to a point of cusp; thence along the arc of a 40.00 foot
radius curve to the left, through a central angle of 73 °57'52"
an arc distance of 51.64 feet (the chord of which bears North
13 °12'21" East, 48.13 feet) to a point of reverse curvature;
thence along the arc of a 336.50 foot radius curve to the right,
through a central angle of 21 °27'52" an arc distance of 126.06
feet (the chord of which bears North 13 °02'39" West, 125.33
feet) to a point of compound curvature; thence along the arc of
a 140.95 foot radius curve to the right, through a central angle
of 21 °48'43" an arc distance of 53.66 feet (the chord of which
bears North 8 °35'38" East, 53.33 feet) to a point of tangency;
thence North 19 °30'00" East, 72.66 feet to Station 12 +97.85,
(32.50 feet left) ; thence continuing North 19°30'00" East, 36.70
feet to a point of curvature at Station 13 +34.55, (32.50 feet
left) ; thence along the arc of a 797.50 foot radius curve to the
left, through a central angle of 35 °00'00" an arc distance of
487.17 feet (the chord of which bears North 2 °00'00" East,
479.63 feet) to a point of tangency at Station 18 +41.57, (32.50
feet left); thence North 15 °30'30" West, 18.41 feet to a point
of curvature at Station 18 +59.98 (32.50 feet left); thence along
the arc of a 667.50 foot radius curve to the right, through a
central angle of 38 °12'00" an arc distance of 445.03 feet (the
chord of which bears North 3 °36'00" East, 436.84 feet) to a
point of tangency at Station 22 +83.35, (32.50 feet left); thence
North 22 °42'00" East, 105.74 feet to a point of curvature at
Station 23 +89.09, (32.50 feet left); thence along the arc of
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
OFFICES IN OREGON, WASHINGTON AND CALIFORNIA
2828 S.AI'. CORBETF AVENUE
PORTLAND, OREGON 97201 -4830
(503) 223-6663 FAX (503) 223 -2701
•
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 2 of 8
a 467.50 foot radius curve to the left, through a central angle
of 41 °16'00" an arc distance of 336.71 feet (the chord of which
bears North 2 °04'00" East, 329.48 feet) to a point of tangency
at Station 27 +49.21, (32.50 feet left); thence North 18 °34'00"
West, 74.89 feet to a point of curvature at Station 28 +24.10,
(32.50 feet left);thence along the arc of a 832.50 foot radius
curve to the right through a central angle of 18 °04'44" an arc
distance of 262.68 feet (the chord of which bears North 9 °31'38"
West, 261.60 feet) to a point of tangency at Station 30 +76.53,
(32.50 feet left); thence North 00 °29'16" West, 816.20 feet to
P)gc-,?0,1 the south line of Lot 4, of BONITA GARDENS according to the map
thereof recorded November 11, 1911, in Plat Book 5, at page 11,
Plat Records of Washington County; thence along the south line
of said Lot 4, BONITA GARDENS, North 89 °20'42" East, 32.50 feet
to Station 38 +92.82, (centerline); thence continuing along the
south line of said Lot 4, BONITA GARDENS, North 89 °20'42" East,
32.50 feet, thence South 00 °29'16" East, 726.41 feet to a point
of curvature at Station 31 +66.51, (32.50 feet right); thence
along the arc of a 37.50 foot radius curve to the left, through
a central angle of 89 °59'07" an arc distance of 58.90 feet (the
chord of which bears South 45 °28'50" East, 53.03 feet) to a
point of tangency ; thence North 89 °31'37" East, 1.75 feet;
thence South 00 °28'23" East, 65.00 feet to a point of non -
tangent curvature at Station 30 +62.78 (71.62 feet right); thence
along the arc of a 37.50 foot radius curve to the left, through
a central angle of 93 °56'37" an arc distance of 61.49 feet (the
chord of which bears South 42 °33'19" West, 54.83 feet) to a
point of compound curvature at Station 30 +21.67, (32.50 feet
right); thence along the arc of a 767.50 foot radius curve to
the left, through a central angle of 14 °09'00" an arc distance
of 189.54 feet (the chord of which bears South 11 °29'30" East,
189.06 feet) to a point of tangency at Station 28 +24.10 (32.50
feet right); thence South 18 °34'00" East, 74.89 feet to a point
of curvature at Station 27 +49.21, (32.50 feet right); thence
along the arc of a 532.50 foot radius curve to the right,
through a central angle of 39 °06'56" an arc distance of 363.54
feet (the chord of which bears South 00 °59'28" West, 356.52
feet) to a point of reverse curvature at Station 24 +07.86,
(32.50 feet right); thence along the arc of a 37.50 foot radius
curve to the left, through a central angle of 87 °50'56 ", an arc
distance of 57.50 feet (the chord of which bears South 23 °22'32"
East, 52.03 feet) to a point of tangency; thence South 67 °18'00"
East, 0.55 feet to Station 23 +72.98 (70.15 feet right) ; thence
South 22 °42'00" West, 65.00 feet to a point of non - tangent
curvature; thence along the arc of a 37.50 foot radius curve to
the left, through a central angle of 91 °18'17" an arc distance
of 59.76 feet (the chord of which bears South 67 °02'51" West,
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
3
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 3 of 8
53.63 feet) to a point of compound curvature at Station 22 +68.89
(32.50 feet right) ; thence along the arc of a 602.50 foot radius
curve to the left, through a central angle of 36 °53'43" an arc
distance of 387.98 feet (the chord of which bears South 2 °56'52"
West, 381.31 feet) to a point of tangency at Station 18 +59.98,
(32.50 feet right); thence South 15 °30'00" East, 18.41 feet to
a point of curvature at Station 18 +41.57 (32.50 feet right);
thence along the arc of a 862.50 foot radius curve to the right,
through a central angle of 25 °22'38" an arc distance of 382.02
feet (the chord of which bears South 2 °48'41" East, 378.90 feet)
Hy L-2 to Station 14 +73.95, (32.50 feet right); thence South 12 °20'51"
East, 47.35 feet to a point of non - tangent curvature at Station
14 +32.66, (51.50 feet right); thence along the arc of a 881.50
foot radius curve to the right, through a central angle of
4 °44'53" an arc distance of 73.05 feet (the chord of which bears
South 15 °06'06" West, 73.03 feet) to Station 13 +63.87, (51.50
feet right); thence South 41 °53'25" West 48.44 feet to Station
13 +20.91, (32.50 feet right); thence South 19 °30'00" West, 23.06
feet to Station 12 +97.85, (32.50 feet right); thence continuing
South 19 °30'00" West, 8.42 feet to a point of curvature; thence
along the arc of a 177.05 foot radius curve to the left, through
a central angle of 44 °22'00" an arc distance of 137.10 feet (the
chord of which bears South 2 °41'00" East, 133.70 feet) to a
point of compound curvature; thence along the arc of a 37.00
foot radius curve to the left through a central angle of
104 °56'43" an arc distance of 67.77 feet (the chord of which
bears South 77 °20'22" East, 58.69 feet) to the northwesterly
line of said Parcel 1 of said Book 944, page 153; thence along
the northwesterly line of said Parcel 1 of said Book 944, page
153, South 50 °11'17" West, 99.47 feet to the TRUE POINT OF
BEGINNING.
Containing 197,285 square feet or 4.529 acres, more or less.
Bearings are based on County Survey numbers 22573 and 22843
filed in the office of the Washington County Surveyor.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS. PLANNERS, LANDSCAPE ARCHITECTS
y
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 4 of 8
PARCEL 2
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West of the Willamette Meridian, in
the City of Tigard, Washington County, Oregon; said parcel being
described as follows:
Commencing at an angle point on the centerline of S.W. 72nd
Avenue: marked by a 5/8" iron rod set in County Survey number
• 20596 and noted as Station 54 +06.014; thence along the
��UJJ centerline of S.W. 72nd Avenue, South 00 °22' 46" East, 642.45
feet; thence North 89 °31'37" East, 25.00 feet to the east line
of that parcel conveyed as a right of way to the City of Tigard
and described as Parcel 3 in Document number 83- 36996,
Washington County Book of Records, and the TRUE POINT OF
BEGINNING of this description; thence along the east line of
said Parcel 3 of said Document number 83- 36976, North 00 °22'46"
West, 64.55 feet to a point of cusp; thence along the arc of a
32.00 foot radius curve to the left, through a central angle of
90 °05'37" an arc distance of 50.32 feet (the chord of which
bears South 45 °25'35" East, 45.29 feet) to a point of tangency;
thence North 89 °31'37" East, 334.78 feet to a point of
curvature; thence along the arc of a 357.50 foot radius curve to
the right, through a central angle of 23 °10'23" an arc distance
of 144.59 feet (the chord of which bears South 78 °53'12" East,
143.61 feet) to a point of tangency; thence South 67 °18'00"
East, 3.24 feet to a point of curvature; thence along the arc of
a 27.50 foot radius curve to the left, through a central angle
of 91 °29'02" an arc distance of 43.91 feet (the chord of which
bears North 66 °57'29" East, 39.39 feet) to a point of cusp on
the west line of the previously described PARCEL 1; thence
tracing the west line of the previously described PARCEL 1;
along the arc of a 467.50 foot radius curve to the right;
through a central angle of 1 °29'02" an arc distance of 12.11
feet (the chord of which bears South 21 °57'29" West, 12.11 feet)
to a point of tangency noted as Station 23 +89.09. (32.50 feet
left) of said PARCEL 1; thence continuing along the west line of
said PARCEL 1, South 22 °42'00" West, 105.74 feet to a point of
curvature noted as Station 22 +83.35 (32.50 feet left) of said
PARCEL 1; thence continuing along the west line of said PARCEL
1, along the arc of a 667.50 foot radius curve to the left,
through a central angle of 00 °14'10" an arc distance of 2.75
feet (the chord of which bears South 22 °34'55" West, 2.75 feet)
to a point of cusp; thence along the arc of a 27.50 foot radius
curve to the left through a central angle of 89 °45'50" an arc
distance of 43.08 feet (the chord of which bears North 22 °25'05"
West, 38.81 feet) to a point of tangency; thence North 67°18'00"
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
SP—
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 5 of 8
West, 3.39 feet to a point of curvature; thence along a 292.50
foot radius curve to the left, through a central angle of
23 °10'23" an arc distance of 118.30 feet (the chord of which
bears North 78 °53'12" West, 117.50 feet) to a point of tangency;
thence South 89 °31'37" West, 334.99 feet to a point of
curvature; thence along the arc of a 32.00 foot radius to the
left, through a central angle of 89 °54'23" an arc distance of
50.21 feet (the chord of which bears South 44 °34'26" West, 45.22
feet) to a point of cusp on the east line of said Parcel 3 of
said Document number 83- 36976, thence tracing the east line of
� r I said Parcel 3 of said Document number 83- 36976, North 00 °22'46"
West, 64.45 feet to the TRUE POINT OF BEGINNING.
Containing 35,166 square feet or 0.807 acres, more or less.
Bearing of this description are based on County Survey number
22843, filed in the office of the Washington County Surveyor.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
C
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 6 of 8
PARCEL 3
A parcel of land in the northeast one - quarter of Section 12,
Township 2 South, Range 1 West of the Willamette Meridian, in
the City of Tigard, Washington County, Oregon; said parcel being
described as follows:
Commencing at an angle point on the centerline of S.W. 72nd
Avenue marked by a 5/8" iron rod set in County Survey number
20596 and noted as Station 54 +06.014; thence along the
, centerline of S.W. 72nd Avenue, North 00 ° 17 57 West, 42.55
feet; thence North 89 °31'37" East, 25.00 feet to a point which
lies 25.00 feet easterly from, when measured at right angle to,
the centerline of S.W. 72nd Avenue and the TRUE POINT OF
BEGINNING of this description; thence North 00 °17'57" West,
parallel with the centerline of S.W. 72nd Avenue, 64.60 feet to
a point of cusp; thence along the arc of a 32.00 foot radius
curve to the left, through a central angle of 90 °10'26" an arc
distance of 50.36 feet (the chord of which bears South 45 °23'10"
East, 45.32 feet) to a point of tangency; thence North 89 °31'37"
East, 431.56 feet to a point of curvature;' thence along the arc
of a 27.50 foot radius curve to the left, through a central
angle of 90 °00'53" an arc distance of 43.20 feet (the chord of
which bears North 44 °31'10" East, 38.90 feet) to a point of cusp
on the west line of the previously described PARCEL 1; thence
along the west line of said PARCEL 1, South 00 °29'16" East,
80.02 feet to a point of curvature noted as Station 30 +76.53
(32.50 feet left) of said PARCEL 1; thence continuing along the
west line of said PARCEL 1 along the arc of a 832.50 foot radius
curve to the left, through a central angle of 2 °39'54" an arc
distance of 38.72 feet (the chord of which bears South 1 °49'13"
East, 38.72 feet) to a point of cusp; thence along the arc of a
27.50 foot radius curve to the left, through a central angle of
87 °19'13" an arc distance of 41.91 feet (the chord of which
bears North 46 °48'47" West, 37.97 feet) to a point of tangency;
thence South 89 °31'37" West, 432.89 feet to a point of
curvature; thence along the arc of a 32.00 foot radius curve to
the left through a central angle of 89°54'23" an arc distance of
50.21 feet (the chord of which bears South 44 °34'26" West, 45.22
feet) to a point of cusp which lies 25.00 feet easterly of, when
measured at right angles to the centerline of S.W. 72nd Avenue;
thence North 00 °22'46" West, parallel with the centerline of
S.W. 72nd Avenue, 21.87 feet; thence North 00 °17'57" West,
parallel with the centerline of S.W. 72nd Avenue, 42.58 feet to
the TRUE POINT OF BEGINNING.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
7
EXHIBIT "A" PAC014
D.W.B.
7 -6 -89
Page 7 of 8
Containing 32,688 square feet of 0.750 acres, more or less.
Bearing of this description are based on County Survey number
22843 filed in the office of the Washington County Surveyor.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
EXHIBIT "A"
PAC014
D.W.B.
7 -6 -89
Page 8 of 8
PARCEL 4
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West, of the Willamette Meridian, in
the City of Tigard, Washington County, Oregon, said parcel being
a portion of that property described in a conveyance to Pacific
Realty Associates L.P. in Document Number 88- 39494, Washington
County Book of Records; said parcel being described as follows:
Beginning at a point on the northwesterly right -of -way line of
S.W. Upper Boones Ferry Road, said point of beginning being the
most northerly corner of that parcel described as Parcel 5 in
Final Judgement in Case No. 33547, Circuit Court for the County
of Washington, filed December 3, 1974; said point of beginning
also being designated as "OSHD STA. "UB3" 151 +37.27, 45 feet
Right" on County Survey Number 22573; thence tracing the
northwesterly line of said Parcel 5 of said Case No. 33547,
South 50 °11'17" West, 62.73 feet; thence tracing the
northwesterly line of said Parcel 5 and then the northwesterly
line of that parcel described as Parcel 1 in a conveyance to the
State of Oregon, by and through its Department of
Transportation, recorded in Book 944, page 153, Washington
County Book of Records, South 58 °43'08" West, 80.89 feet to a
point which lies 57.00 feet northwesterly of, when measured at
right angles to, centerline "UB3" as described in said Case No.
33547 and shown on Oregon State Highway Department Map No. 1A-
8-6 (County Survey No. 16884); thence North 50 °11'17" East,
parallel with said centerline "UB3" a distance of 174.73 feet to
the westerly line of that parcel conveyed to the State of
Oregon, by and through its State Highway Commission, recorded in
Book 344, page 550 of Washington County Deed Records; thence
tracing the westerly line of said parcel described in Book 344,
page 550, South 23 °49'25" West, 11.47 feet; thence continuing
along the westerly line of said parcel described in Book 344,
page 550, South 32 °33'05" West, 22.79 feet to the point of
beginning.
Containing 1444 square feet or 0.033 acres, more or less.
Bearing of this description are based on County Survey Number
22573 filed in the office of the Washington County Surveyor.
DAVID EVANS AND ASSOCIATES, INC
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
S.W. P'O'411 .
EXHIBIT "A"
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DAVID EVANS ANDASSOQATES.INC. Oo
ENGINEERS. SURVEYORS, PIA HERS. LANDSCAPE. ARCHITECTS pPG 1
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OFFICES IS OREGON. WASHINGTON AND CALIFORNIA
tediS.W. CORBETTAVENLE 00E7 NO. OP e2Y OE &N e ( DATE
PORTLAND, OREGON 97201-4802
(503) 223-6665
S.W. P
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EXHIBIT "A"
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DAVID EVANS ANDASSOCIAT ES.INC. -�-
ENGINEERS .SURVEYORS.PUNNERS- LANDSCAPE .ARCIII ECIS p��O
OFFICES IN OREGON. WASHINGTON .iND CALIFORNIA �A rE
M OS. W.CORBEIFAVENUE JOEL NO. ORANN e»r DES IC>N 271'
PORTLiND. OREGON 97201 -4)101
•
EXHIBIT "B" 7 -5 -89
D.W.B.
PAC014
Page 1 of 4
PARCEL 5
A parcel of land in the East one -half of Section 12, Township
2 South, Range 1 West of the Willamette Meridian, in the City
of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at the true point of beginning of the previously
v) J. described PARCEL 1; thence tracing the northwesterly line of
u that parcel also described as Parcel 1 in a conveyance to the
State of Oregon, by and through its Department of
Transportation, recorded in Book 944, page 153, Washington
County Book of Records, South 50 °11'17" West, 98.69 feet to a
point of cusp; thence along the arc of a 45.73 foot radius curve
to the left, through a central angle of 73 °57'52" an arc
distance of 59.03 feet (the chord of which bears North 13 °12'21"
East, 55.02 feet) to a point of reverse curvature; thence along
the arc of a 351.50 foot radius curve to the right, through a
central angle of 21 °27'52" an arc distance of 131.68 feet (the
chord of which bears North 13 °02'39" West, 130.91 feet) to a
point of compound curvature; thence along the arc of a 155.95
foot radius curve to the right, through a central angle of
21 °48'43" an arc distance of 59.37 feet (the chord of which
bears North 8 °35'39" East, 59.01 feet) to a point of tangency;
thence North 19 °30'00" East 72.66 feet to a point on tangent at
Station 12 +97.85, (47.50 feet left); thence North 19 °30'00"
East, 36.70 feet to a point of curvature at Station 13 +34.55
(47.50 feet left); thence along the arc of a 782.50 foot radius
curve to the left through a central angle of 35 °00'00" an arc
distance of 478.00 feet (the chord of which bears North 2 °00'00"
East, 470.60 feet) to a point of tangency at Station 18 +41.57
(47.50 feet left); thence North 15 °30'00" West, 18.41 feet to
a point of curvature at Station 18 +59.98, (47.50 feet left)
thence along the arc of a 682.50 foot radius curve to the right,
through a central angle of 37 °57'50" an arc distance of 452.22
feet (the chord of which bears North 3°28'55" East, 443.99 feet)
to a point of reverse curvature; thence along the arc of a 12.50
foot radius curve to the left, through a central angle of
89 °45'50" an arc distance of 19.58 (the chord of which bears
North 22 °25'05" West, 17.64 feet) to a point of tangency which
lies 15.00 feet southerly of, when measured at right angles to,
the southerly line of the previously described PARCEL 2; thence
parallel with the southerly line of said PARCEL 2; North
67 °18'00" West, 3.39 feet to a point of curvature; thence
concentric with the southerly line of said PARCEL 2, along the
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECN
OFFICES IN OREGON, WASHINGTON AND CALIFORNIA
2828 S . CORBETI' AVENUE
PORTLAND, OREGON 97201 -4830
(503) 223-6663 FAX (503) 223 - 2701
/
•
EXHIBIT "B"
7 -5 -89
D.W.B.
PAC014
Page 2 of 4
arc of a 277.50 foot radius curve to the left, through a central
angle of 23 °10'23" an arc distance of 112.23 feet (the chord of
which bears North 78 °53'12" West, 111.47 feet) to a point of
tangency; thence parallel with the southerly line of said PARCEL
2, South 89 °31'37" West, 322.00 feet to a point of curvature;
thence along the arc of a 22.50 foot radius curve to the left,
through a central angle of 89 °54'23" an arc distance of 35.31
feet (the chord of which bears South 44 °34'25" West, 31.79
feet); thence South 89 °37'14" West, 17.50 to the east line of
� that easement for utilities conveyed to the City of Tigard in
Document Number 83- 36977, Washington County Book of Records,
said east line being 30.00 feet easterly of, when measured at
right angles to, the centerline of S.W. 72nd Avenue; thence
parallel with and 30.00 feet easterly of the centerline of S.W.
72nd Avenue, North 00 °22'46" West, 712.32 feet to an angle
point; thence continuing parallel with, and 30.00 feet easterly
of, the centerline of S.W. 72nd Avenue, North 00 °17'57" West,
112.74 feet; thence North 89 °42'03" East, 17.50 feet; thence
along the arc of a 22.50 foot radius curve to the left, through
a central angle of 90 °10'26" an arc distance of 35.41 feet (the
chord of which bears South 45 °23'10" East, 31.87 feet) to a
point of tangency which lies 15.00 feet northerly of, when
measured at right angles to the northerly line of the previously
described PARCEL 3; thence parallel with the northerly line of
said PARCEL 3, North 89 °31'37" East, 418.55 feet to a point of
curvature; thence concentric with the northerly line of said
PARCEL 3, along the arc of a 12.50 foot radius curve to the
left, through a central angle of 90 °00'53" an arc distance of
19.64 feet (the chord of which bears North 44 °31'11" East, 17.68
feet) to a point of tangency which lies 15.00 feet westerly of,
when measured at right angles to the westerly line of the
previously described PARCEL 1; thence parallel with the westerly
line of said PARCEL 1, North 00 °29'16" West, 302.50 feet to a
point on the northerly line of the land described in an
Indenture dated March 30, 1964 from Title and Trust Company to
Southern Pacific Company, recorded March 31, 1964 in Book 509,
page 408, Washington County Deed Records; thence North 89 °31'37"
East, along last said northerly line, 7.50 feet to the westerly
line of Lot 5, BONITA GARDENS; thence North 00 °29'16" West along
the westerly line of Lot 5, BONITA GARDENS; 433.67 feet to the
northwest corner of Lot 5, BONITA GARDENS; thence North
89 °20'42" East, along the northerly line of said Lot 5, BONITA
GARDENS, 87.50 feet to a point which lies 15.00 feet easterly
of, when measured at right angles to the easterly line of the
previously described PARCEL 1; thence South 00 °29'16" East
816.44 feet to a point of curvature; thence along the arc of a
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
/ 3
f •
EXHIBIT "B"
7 -5 -89
D.W.B.
PAC014
Page 3 of 4
752.50 foot radius curve to the left, through a central angle
of 18 °04'44" an arc distance of 237.44 feet (the chord of which
bears South 9 °31'38" East, 236.46 feet) to a point of tangency
at Station 28 +24.10 (47.50 feet right); thence South 18 °34'00"
East, 74.89 feet to a point of curvature at Station 27 +49.21,
(47.50 feet right) ; thence along the arc of a 547.50 foot radius
curve to the right through a central angle of 41 °16'00" an arc
distance of 394.33 feet (the chord of which bears South 2 °04'00"
West, 385.86 feet) to a point of tangency at Station 23 +89.09,
LJ))<p)nj (47.50 feet right) ; thence South 22°42'00" West, 105.74 feet to
a point of curvature at Station 22 +83.35, (47.50 feet right);
thence along the arc of a 587.50 foot radius curve to the left,
through a central angle of 38 °12'00" an arc distance of 391.70
feet (the chord of which bears South 3 °36'00" West 384.48 feet)
to a point of tangency at Station 18 +59.98 (47.50 right); thence
South 15 °30'00" East, 18.41 feet to a point of curvature at
Station 18 +41.57 (47.50 feet right); thence along the arc of a
877.50 foot radius curve to the right, through a central angle
of 35 °00'00" an arc distance of 536.03 feet (the chord of which
bears South 2 °00'00" West, 527.74 feet) to a point of tangency
at Station 13 +34.55, (47.50 feet right);. thence South 19 °30'00"
West, 36.70 feet to a point on tangent at Station 12 +97.85,
(47.50 right) ; thence South 19°30'00" West, 8.42 feet to a point
of curvature; thence along the arc of a 162.05 foot radius curve
to the left through a central angle of 16 °01'05" an arc distance
of 45.30 feet (the chord of which bears South 11'29'27" West,
45.16 feet) thence South 39 °48'43" East, 112.01 feet to the
northwesterly line of said parcel described as Parcel 1 of said
Book 944, page 153, Washington County Book of Records; thence
tracing last said northwesterly line, South 50 °11'17" West,
116.83 feet to the point of beginning.
EXCEPTING THEREFROM: the previously described PARCEL 1, PARCEL
2, and PARCEL 3.
ALSO EXCEPTING THEREFROM: the following describe tract;
Commencing at an angle point on the centerline of S.W. 72nd
Avenue, marked by a 5/8" iron rod set in County Survey number
20596 and noted as Station 54 +06.014; thence along the
centerline of S.W. 72nd Avenue, South 00 °22'46" East, 27.34
feet; thence North 89 °37'14" East, 45.00 feet to the TRUE POINT
OF BEGINNING; thence along the arc of a 22.50 foot radius curve
to the right, through a central angle of 89 °54'23" an arc
distance of 35.31 feet (the chord of which bears North 44 °34'25"
East, 31.79 feet) to a point of tangency which lies 15.00 feet
southerly of, when measured at right angles to, the southerly
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
/9
EXHIBIT "B"
7 -5 -89
D.W.B.
PAC014
Page 4 of 4
line of the previously described PARCEL 3; thence parallel with
the southerly line of said PARCEL 3, North 89 °31'37" East,
422.40 feet to a point of curvature; thence concentric with the
southerly line of said PARCEL 3, along the arc of a 12.50 foot
radius curve to the right, through a central angle of 87 °19'13'
an arc distance of 19.05 feet (the chord of which bears South
46 °48'47" East, 17.26 feet) to a point of reverse curvature
which lies 15.00 feet westerly from, when measured at right
P) angles to the westerly line of the previously described PARCEL
Q91 I�;�i I 1; thence along the arc of a 847.50 foot radius curve to the
left, through a central angle of 15 °24'50" an arc distance of
228.00 feet (the chord of which bears South 10 °51'35" East,
227.31 feet) to a point of tangency at Station 28 +24.10 (47.50
feet left); thence South 18 °34'00" East, 74.89 feet to a point
of curvature at Station 27 +49.21 (47.50 feet left); thence along
the arc of a 452.50 foot radius curve to the right, through a
central angle of 39 °46'58" an arc distance of 314.19 feet (the
chord of which bears South 1 °19'29" West, 307.92 feet) to a
point of compound curvature; thence along the arc of a 12.50
foot radius curve to the right, through a central angle of
91 °29'02" an arc distance of 19.96 feet (the chord of which
bears South 66 °57'29" West, 17.91 feet) to a point of tangency
which lies 15.00 feet northerly of, when measured at right
angles to, the northerly line of the previously described PARCEL
2; thence parallel with the northerly line of said PARCEL 2,
North 67 °18'00" West, 3.24 feet to a point of curvature; thence
concentric with the northerly line of said PARCEL 2, along the
arc of a 372.50 foot radius curve to the left, through a central
angle of 23 °10'23" an arc distance of 150.66 feet (the chord of
which bears North 78 °53'11" West, 149.63 feet) to a point of
tangency; thence parallel with the northerly line of said PARCEL
2, South 89 °31'37" West, 321.77 feet; thence North 16 °09'16"
West, 92.09 feet to a point which lies 45.00 feet easterly of,
when measured at right angles to the centerline of S.W. 72nd
Avenue; thence parallel with the centerline of S.W. 72nd Avenue,
North 00 °22'46" West, 478.87 feet to the TRUE POINT OF
BEGINNING.
Bearings of this description are based on County Survey numbers
22573 and 22843 filed in the office at the Washington County
Surveyor.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
j S.W. t'�ON1TA
i
EXHIBIT "B"
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TITLE
DAVID EVANS ANDASSOCIATES.INC.
ENGINEERS. SURVEYORS. PLANNERS. LANDSCAPE ARCIIITECIS F7 1. -7-6)-S/
OFFICES IN OREGON. WASHINGTON AND CALIFORNIA
tECbS.W. CORBEITVENUE ,10E?, N ORAW 6Y OESI&N I11' DATE
PORTIAND. OREGON 97701 -0)1 /
(Soil Ui.6W
EXHIBIT "C"
7 -5 -89
D.W.B.
PAC014
Page 1 of 7
PARCEL 6
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West of the Willamette Meridian, in
the City of Tigard, Washington County, Oregon, said parcel being
described as follows:
Commencing at the point designated as the true point of
beginning of the previously described PARCEL 1; thence tracing
the northwesterly line of that parcel also described as Parcel
F(3)4:: n` 1 in a conveyance to the State of Oregon by and through its
Department of Transportation, recorded in Book 944, page 153,
Washington County Book of Records, South 50 °11'17" West, 98.69
feet to a point of cusp and the TRUE POINT OF BEGINNING of this
description, said point also the most southerly point of the
previously described PARCEL 5; thence tracing the boundary of
said PARCEL 5 the following courses and distances: along the
arc of a 45.73 foot radius curve to the left, through a central
angle of 73 °57'52" an arc distance of 59.03 feet (the chord of
which bears North 13 °12'21" East, 55.02 feet) to a point of
reverse curvature; thence along the arc of a 351.50 foot radius
curve to the right, through a central angle of 21 °27'52" an arc
distance of 131.68 feet (the chord of which bears North
13 °02'39" West, 130.91 feet) to a point of compound curvature;
thence along the arc of a 155.95 foot radius curve to the right,
through a central angle of 21 °48'43" an arc distance of 59.37
feet (the chord of which bears North 8 °35'39" East, 59.01 feet)
to a point of tangency; thence North 19 °30'00" East 72.66 feet,
to a point on tangent at Station 12 +97.85, (47.50 feet left);
thence North 19 °30'00" East, 36.70 feet to a point of curvature
at Station 13 +34.55 (47.50 feet left); thence along the arc of
a 782.50 foot radius curve to the left, through a central angle
of 10 °43'52" an arc distance of 146.56 feet (the chord of which
bears North 14 °08'04" East, 146.34 feet); thence leaving the
boundary of the previously described PARCEL 5, South 50 °56'51"
West, 24.91 feet; thence South 17 °32'25" West, 296.61 feet;
thence South 17 °05'22" East, 167.41 feet; thence South 9 °56'39"
West, 26.32 feet to the TRUE POINT OF BEGINNING of this
description.
Containing 9236 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
OFFICES IN OREGON, WASHINGTON AND CALIFORNLL
2828 S CORNETT AVENUE
PORTLAND, OREGON 97201 -4830
(503) 223-6663 FAX (503) 223-2701
7
- EXHIBIT "C"
{
7 -5 -89
D.W.B.
PAC014
Page 2 of 7
PARCEL 7
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West, of the Willamette Meridian,; in
the City of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at the most northerly corner of the previously
described PARCEL 4, said point of beginning being the
intersection of the southeasterly line of that property
n L'irh described in a conveyance to Pacific Realty Associates L.P. in
� J Document No. 88- 39494, Washington County Book of Records, and a
line along the southeast which lies 57.00 feet northwesterly of,
when measured at right angles to, centerline "UB3" as described
in Final Judgement in Case Number 33547, Circuit Court for the
County of Washington, filed December 3, 1974 and shown on Oregon
State Highway Department Map Number 1A -8 -6 (County Survey No.
16884); thence from said point of beginning, North 23 °49'25"
East, along the southeasterly line of said property described in
said Document No. 88- 39494, a distance of 18.01 feet to a point
which lies 65.00 feet northwesterly of, when measured at right
angles to, said centerline "UB3 "; thence parallel with said
centerline "UB3 ", South 50 °11'17" West, 110.87 feet; thence
South 65 °17'51" West, 103.58 feet to a point which lies 92.00
feet northwesterly of when measured at right angles to, said
centerline "UB3 ", thence parallel with said centerline "UB3 ",
South 50 °11'17" West, 90.00 feet to the east line of the
previously described PARCEL 5; thence tracing the east line of
said PARCEL 5, South 39 °48'43" East, 32.00 feet to the
southeasterly line of said property described in said Document
No. 88- 39494; thence tracing the southeasterly line of said
property described in said Document No. 88- 39494, North
50 °11'17" East, 90.00 feet and thence North 58 °43'07" East 20.22
feet to the northwesterly line of the previously described
PARCEL 4; thence tracing the northwesterly line of said PARCEL
4, North 50 °11'17" East, 174.73 feet to the point of beginning.
Containing 5822 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
EXHIBIT "C"
7 -5 -89
D.W.B.
PAC014
Page 3 of 7
PARCEL 8
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West, of the Willamette Meridian,; in
the City of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at a point on the easterly boundary of the previously
described PARCEL 5 which is noted as Station 13 +34.55 (47.50
r >� feet right) ; thence tracing the easterly boundary of said PARCEL
P 5, South 19 °30'00" West, 10.55 feet; thence North 39 °38'39"
East, 46.16 feet; thence North 25 °12'07" East, 38.30 feet;
thence North 00 °23'09" East, 119.82 feet to a point on the
easterly boundary of said PARCEL 5; thence tracing the easterly
boundary of said PARCEL 5, along the arc of a 877.50 foot radius
curve to the right, through a central angle of 4 °46'30" an arc
distance of 73.13 feet (the chord of which bears South 9 °46'33"
West, 73.11 feet) to the easterly boundary of the previously
described PARCEL 1; thence tracing the easterly boundary of said
PARCEL 1 the following courses and distances: South 12 °20'51"
East, 9.54 feet to a point of non - tangent curvature at Station
14 +32.66 (51.50 feet right); thence along the arc of a 881.50
foot radius curve to the right, through a central angle of
4 °44'53" an arc distance of 73.05 feet (the chord of which bears
South 15 °06'06" West, 73.03 feet) to Station 13 +63.87 (51.50
feet right); thence South 41 °53'25" West, 9.79 feet to the
easterly boundary of said PARCEL 5; thence leaving the easterly
boundary of said PARCEL 1 and tracing the easterly boundary of
said PARCEL 5, along the arc of a 877.50 foot radius curve to
the right, through a central angle of 1 °26'33" an arc distance
of 22.09 feet (the chord of which bears South 18 °46'43" West,
22.09 feet to the point of beginning.
Containing 1899 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
1?
• it
EXHIBIT "C"
7 -5 -89
D.W.B.
PAC014
Page 4 of 7
PARCEL 9
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West, of the Willamette Meridian,; in
the City of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at the point on the easterly boundary of the
previously described PARCEL 1 which is noted as Station 23 +72.98
(70.15 feet right); thence tracing the boundary of said PARCEL
1 South 22 °42'00" West, 65.00 feet; thence North 87 °35'06" East,
17.67 feet; thence North 22 °42'00" East, 50.00 feet; thence
North 42 °11'07" West, 17.67 feet to the point of beginning.
Containing 920 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITEC IS
o
EXHIBIT "C"
• 7 -5 -89
D.W.B.
PAC014
Page 5 of 7
PARCEL 10
A parcel of land in the southeast one - quarter of Section 12,
Township 2 South, Range 1 West, of the Willamette Meridian,; in
the City of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at the point on the easterly boundary of the
previously described PARCEL 5 which is noted as Station 23 +89.09
(47.50 feet right); thence tracing the easterly boundary of said
v)� PARCEL 5, South 22 °42'00" West, 8.90 feet to a point on the
easterly boundary of the previously described PARCEL 1; thence
tracing the boundary of said PARCEL 1, along the arc of a 37.50
foot radius curve to the left, through a central angle of
26 °00'39" an arc distance of 17.02 feet (the chord of which
bears South 44 °11'55" East, 16.88 feet); thence North 22 °18'00"
West, 21.96 feet to the point of beginning.
Containing 80 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
a �
EXHIBIT "C"
7 -5 -89
D.W.B.
PAC014
Page 6 of 7
PARCEL 11
A parcel of land in the east one -half of Section 12, Township 2
South, Range 1 West, of the Willamette Meridian,; in the City of
Tigard, Washington County, Oregon, said parcel being described
as follows:
Beginning at the point on the easterly boundary of the
previously described PARCEL 1 which is noted as Station 30 +62.78
i / ) (71.62 feet right); thence tracing the boundary of said PARCEL
p�` 9aI 1 along the arc of a 37.50 foot radius curve to the left,
through a central angle of 39 °38'42" an arc distance of 25.95
feet (the chord of which bears South 69 °42'16" West, 25.43 feet)
to a point on the easterly boundary of the previously described
PARCEL 5; thence tracing the easterly boundary of said PARCEL 5,
along the arc of a 752.50 foot radius curve to the left, through
a central angle of 1 °08'32" an arc distance of 15.00 feet (the
chord of which bears South 2 °40'06" East, 15.00 feet); thence
North 44 °12'26" East, 33.21 feet to the point of beginning.
Containing 220 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
as
•
EXHIBIT "C"
7 -5 -89
D.W.B.
PAC014
Page 7 of 7
PARCEL 12
A parcel of land in the east one -half of Section 12, Township
2 South, Range 1 West, of the Willamette Meridian,; in the City
of Tigard, Washington County, Oregon, said parcel being
described as follows:
Beginning at the point on the boundary of the previously
described PARCEL 1 which is noted as Station 30 +62.78 (71.62
, feet right) ; thence tracing the easterly boundary of said PARCEL
R11 1, North 00 °28'23" West, 65.00 feet; thence South 45 °28'23"
East, 14.14 feet; thence South 00 °28'23" East, 45.00 feet;
thence South 44 °31'37" West, 14.14 feet to the point of
beginning.
Containing 550 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS. LANDSCAPE ARCHITECTS
EXHIBIT "C"
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TITLE
DAVID EVANS ANDASSOCIA7TS INC.
ENGINEERS, SURVEYORS. PLANNERS. LL \DSCAPE IRO IrrECTS p . o - 60 -
OFFICES IN OREGON. WASHINGTON AND CALIFORNIA
tEtdSW.. CORBETrAVENUE 0013 NO. DRAWN eri DESI&N 7 1 DATE
PORTLAND. OREGON 9720(•4? )2
(503)223.6663
• STATE OF OREGON
SS
County of Washington
1, Donald .W. Mason, Director of Assessment
and Taxation and, of Con-
veyances for said eoui hereby certify that
the within instrument of wnt 6g, was received
and recorded in•booksiiirecords of?sa►..county.
Do�aldV17kas4„ Director of
A Ex-
1
Offico -Coup y,AClerk
* COUNT' .4
■
Doc : 89033391
Rect: 14283 126.00
07/24/1989 11:11:59AM