89-033389
-33389
Washington County
INDIVIDUAL-GENERAL PARTNERSHIP - PERMANENT PUBLIC UTILITY EASEMENT t
KNOW ALL MEN BY THESE PRESENTS THAT Pacific Realty Associates,A Lim;t d
Partnership,
hereinafter called the Grantors, in consideration for the sum of 0.00
dollars (t ' o.oo ) from the City of
Tigard, hereinafter called Grantee, 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 following described parcel of land, situated in the City
of Tigard, Washington County, State of Oregon:
See Attached EXHIBIT "B"
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 said Grantee, its
successors or assigns should cause said easement 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 such event.
TO HAVE AND TO HOLD the above-described and granted premises unto said
Grantee, its successors and assigns forever.
IN WITNESS WHEREOF, the grantgr(s) has (have) hereunto set his (her)
(their) hand(s) and seal(s) this (o day of ,j , 19 ,
"PC," 44
(SEAL)
(SEAL) 1
4SEAL)
STATE OF OREGON ) G~c~ s'
ss.
County of Washington )
BE IT REMEMBERED, that on this A~ 41 c. day of 19 ,
before me, the undersigned Notary Pub is in an fo the State of Oregon,
personally appeared the within-named
C/C~A~(~,
who is (are) known to me to be the identical individual(s) described in and
who executed the within instrument and acknowledged to me that he (she) (they.)
executed the same freely and voluntarily.
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day
of
19~.
oinrf
Notary P 1-ic- for Oregon
My Comm sion Expires: -cj 31
A rr
°~ce \~I`gaescrip*_ior. this day of Jv~~
By:
Til WWWCCC LtT'~'
°/!!4fliN11N
Title: it?74/~- 2 Byl eps 177or..
Approved this day of Jul , 19 a / .
GRANTOR'S NAME/ADDRESS DEPARTMENT OF COMMUNITY DEVELOPMENT
Richard P. Buono By:
PacTrust Title: / e E/jqj/Jtoe~
111 SW 5th, Suite 2.960 RETURN RECORDED DOCUMENT T0;
CITY RECORDER, TIGARD
Portland, OR 97204 P O BOX 23397
02245) 1 -r~ TIGARD OR 97223
t
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
Survey number 16884), said point of commencement being OSHD
Engineers Center line Station "UB3" 155+22.91 as described in a
§X§Gdo'
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 24048143" 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 73057152"
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 21027152" an arc distance of 126.06
feet (the chord of which bears North 130.02139" 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 21048143" an arc distance of 53.66 feet (the chord of which
bears North 8035138" East, 53.33 feet) to a point of tangency;
thence North 19030100" 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 35000100" an arc distance of
487.17 feet (the chord of which bears North 2000100" East,
479.63 feet) to a point of tangency at Station 18+41.57, (32.50
feet left); thence North 15030130" 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 38012100" an arc distance of 445.03 feet (the
chord of which bears North 3036100" East, 436.84 feet) to a
point of tangency at Station 22+83.35, (32.50 feet left) ; thence
North 22042100" 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.W. CORBETT AVENUE
PORTLAND, OREGON 972014830
(503) 223-6663 FAX.(503) 223.2701 Q_
t
+ 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 41016100" an arc distance of 336.71 feet (the chord of which.
bears North 2004100" East, 329.48 feet) to a point of tangency
at Station 27+49.21, (32.50 feet left); thence North 18034100"
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 18004144" an arc
distance of 262.68 feet (the chord of which bears North 9031138"
West, 261.60 feet) to a point of tangency at Station 30+76.53,
(32.50 feet left); thence North 00029116" West, 816.20 feet to
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 89020142" East, 32.50 feet
to Station 38+9.2.82, (centerline); thence continuing along the
south line of said Lot 4, BONITA GARDENS, North 89020142" East,
32.50 feet, thence South 00029116" 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 89059107" an arc distance of 58.90 feet .(the.
chord of which bears South 45028150" East, 53.03 feet) to a
point of tangency ; thence North 89031137" East, 1.75 feet;
thence South 00028123" 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 93056137" an arc distance of 61.49 feet (the
chord of which bears South 42033119" 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 14009100" an arc distance
of 189.54 feet (the chord of which bears South 11029130" East,
189.06 feet) to a point of tangency at Station 28+24.10 (32.50
feet right); thence South 18034100" 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 39006156" an arc distance of 363.54
feet (the chord of which bears South 00059128" 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 8705015611, an arc
distance of 57.50 feet (the chord of which bears South 23022132"
East, 52.03 feet) to a point of tangency; thence South 6701810011
East, 0.55 feet to Station 23+72.98 (70.15 feet right) ; thence
South 22042100" 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°02151" West,
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
f
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 36053143" an arc
distance of 387.98 feet (the chord of which bears South 2056152"
West, 381.31 feet) to a point of tangency at Station 18+59.98,
(32.50 feet right); thence South 15030100" 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 25022138" an arc distance of 382,02
feet (the chord of which bears South-2048141" East, 378.90 feet)
Ii~J to Station 14+73.95, (32.50 feet right); thence South 12020151"
East, 47.35 feet to apoint 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
4044153" an arc distance of 73.05 feet (the chord of which bears
South 15006106" West, 73.03 feet) to Station 13+63.87, (51.50
feet right); thence South 41053125" West 48.44 feet to Station
13+20.91, (32.50 feet right) ; thence South 19030'00" West, 23.06
feet to Station 12+97.85, (32.50 feet right); thence. continuing
South 19030100" 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 44022100" an arc distance of 137.10 feet (the
chord of which bears South 204.1100" 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
104056143" an arc distance of 67.77 feet (the chord of which
bears South 77020122" 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 50011'17" West, 99.41 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, ING
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
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
centerline of S.W. 72nd Avenue, South 000221 46" East, 642.45
feet; thence North 89031137" 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 00022146"
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
90005137" an arc distance of 50.32 feet (the chord of which
bears South 45025135" East, 45.29 feet) to a point of tangency;
thence North 89031137" 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 23010123" an arc distance
of 144.59 feet (the chord of which bears South 78053112" East,
143.61 feet) to a point of tangency; thence South '6701810011
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 91029102" an arc distance of 43.91 feet (the chord of which
bears North 66057129" 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 1029102" an arc distance of 12.11
feet (the chord of which bears South 21057129" 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 22042100" 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 00014110" an arc distance of 2.75
feet (the chord of which bears South 22034155" 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 89045150" an arc
distance of 43.08 feet (the chord of which bears North 22025105"
West, 38.81 feet) to a point of tangency; thence North 67018100"
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
V
' 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
23010123" an arc distance of 118.30 feet (the chord of which
bears North 78053112" West, 117.50 feet) to a point of tangency;
thence. South 89031137" 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 89054123" an arc distance of
50.21 feet (the chord of which bears South 44034126" 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
CO~ said Parcel 3 of said Document number 83-36976, North 0002214.6"
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 Ems AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
• 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 5/811 iron rod set in County Survey number
20596 and noted as Station 54+06.014; thence along the
~UUv centerline of S.W. 72nd Avenue, North 00017157" 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 00017157" 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 90010126" an arc
distance of 50.36 feet (the chord of which bears South 45023110"
East, 45.32 feet) to a point of tangency; thence North 8903113.7"
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 90000153" an arc distance of 43.20 feet (the chord of
which bears North 44031110" 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 00029116" 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 2039154" an arc
distance of 38.72 feet (the chord of which bears South 1049113"
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
8701911311 an arc distance of 41.91 feet (the chord of which
bears North 46048147" West, 37.97 feet) to a point of tangency;
thence South 89031137" 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 8905412311 an arc distance of
50.21 feet (the chord of which bears South 44034126" 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 00022146" West, parallel with the centerline of
S.W. 72nd Avenue, .21.87 feet; thence North 00017157" West,
parallel with the centerline of S.W. 72nd Avenue, 42.58 feet to
the TRUE POINT OF BEGINNING.
DAVID Ems AND ASSOCIATES, ING
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
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.
'U
DAVID EVANS AND ASSOCIATES, I1vC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECT'S
. 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. 11UB3" 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 58043108" West, 80.89 ;feet to a
point which lies 57.00 feet northwesterly of, when measured at
right angles to, centerline 11UB3" 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 11UB3" 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 23649125" West, 11.47 feet; thence continuing
along the westerly line of said parcel described in Book 344,
page 550, South 32033105" 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. ~oN~TP
EXHIBIT "A"
z
15,
T L Q~O~
2~1 12P~t7
105 ~
MAP TO Pl"om rPNY
TL 101 LEGPPL Mc.7011MONc.7
251 IZ t7P IN TNI✓ E. '/Z OF Z Fvz- 12
T25. IZIW. K.M.
G ITy OF TIGP'fR-v
TL, loo Wp-5HING-110N 60. O>z~GON
25112 vP
TI. 100
25x12 vv
QQ~~
6 rrY OF TIGMIEV L-1.2
frtodEot yHEET
PIPIGIFiG GoRPofr-l°vTE 4ENTE;R
TITLE
DAVID _EVMBANDAMCIAT S.M.
ENGINEERS.sa;R%EYOas. PIdNNM L4-%WAPE kROMCrS
I~PGO l4 ~-~D~
OFFICES LCOREGON.IVASHI..NGfON t\D CALIFOB.\Lk
tftW i*C69BMMUUE jov NO. OXANN 0Y OF-t7l >N err DATE
P0KnAND. OREG0N.97201-gsu2
(503) 123.6663
76
0.h1. 60N11A
EXHIBIT "A"
y
4
Z
TL SOO
251 iZh 7
p~G1i1, 3
Mp'P TO .406000MPPNY
Tl..lo, LFGPL McP6121PT10W.7
251.12 DP IN TW E~. ~/z OF 'rvt;G. I Z
T. Z 5. FZI W. K.M.
G ITy OF -nGPrzD
rc.100 WPJ5HING- OM CO. OFEGON
z6rr2 vA
SGPI.5 . 1'= 4001
TL IW
25I12 VI7
v
QQ~~
G ITY OF TIGrIzE? L.I. R
f F-od r= OT &HEET
hPGIFIG. GORPoizP{tE ca;NTER .
TITLE
DAVID RML4 MIDASSOCIAMINC
MGMEERS.SI:R1MRS.PUNNERS. LI\DSCAPEARCHMECIS I~PGOW 7-CO~S9
OFFICES IN OREGON. a'AMINGTON A\D CALIFORNIA
MVS.WCORBEtTA%T-\LE %106 NO. DRAWN DY DE5(6N Fd1' L7ATI=
PO9rUsID, OREGON97201-glut
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
o~ ~'o O described PARCEL l; thence tracing the northwesterly line of
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 73057152" 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 21027152" an arc distance of 131.68 feet (the
chord of which bears North 1300213.9" 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
21048143" an arc distance of 59.37 feet (the chord of which
bears North 8035139" East, 59.01 feet) to a point of tangency;
thence North 19030100" East 72.66 feet to a point on tangent at
Station 12+97.85, (47.50 feet left); thence North 1903`0100"
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 3.5000100" an arc
distance of 478.00 feet (the chord of which bears North 2000'00"
East, 470.60 feet) to a point of tangency at Station 18+41.57
(47.50 feet left); thence North 15030100" 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 37057150" an arc distance of 452.22
feet (the chord of which bears North 302815511 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
89045150" an arc distance of 19.58 (the chord of which bears
North 22025105" 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
67018100" 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 ARCHITECTS
OFFICES IN OREGON, WASHINGTON AND CALIFORNIA
2828 S.W. CORBETT 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 23010123" an arc distance of 112.23 feet (the chord of
which bears North 78053112" West, 111.47 feet) to a point of
tangency; thence parallel with the southerly line of said PARCEL
2, South 89031137" 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 89054123" an arc distance of 35.31
feet (the chord of which bears South 4403412.5" 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 00022146" 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 00017157" West,
112.74 feet; thence North 89042103" East, 17.50 feet; thence
along the arc of a 22.50 foot radius curve to the left, through
a central angle of 90010126" an arc distance of 35.41 feet (the
chord of which bears South 45023110" 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 89031137" 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 90000153" 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 00029116" 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 89031137"
East, along last said northerly line, 7.50 feet to the westerly
line of Lot 5, BONITA GARDENS; thence North 00029116" West along
the westerly line of Lot 5, BONITA GARDENS; 433.67 feet to the
northwest corner of Lot 5, BONITA GARDENS; thence North
89020142" 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 00029116" 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
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 1800414411 an arc distance of 237.44 feet (the chord of which
bears South 903113811 East, 236.46 feet) to a point of tangency
at Station 28+24.10 (47.50 feet right); thence South 1803410011
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 4101610011 an arc
distance of 394.33 feet (the chord of which bears South 200410011
West, 385.86 feet) to a point of tangency at Station 23+89.09,
(47.50 feet right) ; thence South 2204210011 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 3801210011 an arc distance of 391.70
feet (the chord of which bears South 303610011 West 384.48 feet)
to a point of tangency at Station. 18+59.98 (47.50 right); thence
South 1503010011 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 3500010011 an arc distance of 536:03 feet (the chord of which
bears South 200010011 West, 527.74 feet) to a point of tangency
at Station 13+34.55, (47.50 feet right);.thence South 19°3010011
West, 36.70 feet to a point on tangent at Station 12+97.85,.
(47.50 right) ; thence South 19°3010011 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 1600110511 an arc distance
of 45.30 feet (the chord of which bears South 11' 2912711 West,
45.16 feet) thence South 3904814311 East, 112.01 feet to the
northwesterly line of said parcel described as Parcel 1 of said
Book 944, page 1.53,, Washington County Book of Records; thence..
tracing last said northwesterly line, South 50°1111711 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 5/811 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 0002214611 East, 27.34
feet; thence North 8903711411 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°5412311 an arc
distance of 35.31 feet (the chord of which bears North 4403412511
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 FANS AND ASSOCIATES, INC
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
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 89031137" 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 87019'13'
an arc distance of 19.05 feet (the chord of which bears South
46048147" East, 17.26 feet) to a point of reverse curvature
which lies 15.00 feet westerly from, when measured at right
angles to the westerly line of the previously described PARCEL
0 oil 1• thence along the arc of a 847.50 foot radius curve to the
~
left, through a central angle of 15024150" an arc distance of
228.00 feet (the chord of which bears South 10051135" East,
227.31 feet) to a point of tangency at Station 28+24.10 (47.50
feet left); thence South 18034100" 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 .39046158" an arc distance of 314.19 feet (the
chord of which bears South 1019129" .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
91029102" an arc distance of 19.96 feet (the chord of which
bears South 66057129" 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°18100" 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 23010123" an arc distance of 150.66 feet (the chord of
which bears North 78053111" West, 149.63 feet) to a point of
tangency; thence parallel with the northerly line of said PARCEL
2, South 89031137" West, 321.77 feet; thence North 16009116"
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 00022'46" 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 BANS AND ASSOCIATES, INC
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
0. 1-4. 91014l (A
EXHIBIT "B"
Q
Z
r
f L- 19)00
ZSI IZP~i~
coo`
P~`t~GEI-5 PPlzGel. S
p l✓L MP P TO . A aoM rPPNY
TI, 141 LFGPl. t7fc-'6l1lPT10Ncv
251 IZ OP IN THE F, 1/Z OF z Iez- 10
T25. FZI W. K.M-
G ITY OF TIGPz-D
-rl, Ioo WP05HING- ON GO. OF-562ON
2~II2 vA
pp~Gl;>, 5
TLI 100
25112 VP
YJ~'
G ITY OF TIGrIzE7 L-1-17
PROJECT yHEET
PPGIFIG GORPoizP~TE GENT~R
TITLE
D MD EVAM ANDASSMATES. M.
ENGINEERS.SUMIYORS. PLANNERS. [ i.NOXXPE ROUMCIS ppe-~
OFFICES LN OREGON. WASHINGM AND CAUFOM4,
;M&WCORBErrAVENCE jov NO. ORAWN VY Oeepi JN err DATE
PORTLAND.OREGON97201-4* 2
I Soil ?2i•M,l,i
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
§)9EED 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 73057152" 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 21027152" an arc
distance of 131.68 feet (the chord of which bears North
13002139" 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 21048143" an arc distance of 59.37
feet (the chord of which bears North 81035139" East, 59.01 feet)
to a point of tangency; thence North 19030100" East 72.66 feet,
to a point on tangent at Station 12+97.85, (47.50 feet left);
thence North 19030100" 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 10043152" an arc distance of 146.56 feet (the chord of which.
bears North 14008104" East, -146.34 feet) ; thence leaving the
boundary of the previously described PARCEL 5, South 50056151"
West, 24.91-feet; thence South 17032125" West, 296.61 feet;
thence South 176.05122° East, 167.41 feet; thence South 9056139"
West, 26.32 feet to the TRUE POINT OF BEGINNING of this
description.
Containing 9236 square feet, more or less.
DAVID BANS AND ASSOCIATES, ING
ENGINEERS. SURVEYORS, PLANNERS, LANDSCAPE ARCHITECIJ
OFFICES IN OREGON, WASHINGTON AND CALIFORNL4
2828 S.W. CORBETT AVENUE
PORTLAND. OREGON 97201.4830
(503) 223.6063 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
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 3354.7, 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 23049125"
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 "UB311; thence parallel with said
centerline 11UB311, South 50°11'17" West, 110.87 feet; thence
South 65017151" West, 103.58 feet to a point which lies 92.00
feet northwesterly of when measured at right angles to, said
centerline "UB311, thence parallel with said centerline "UB311
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 39048143" 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
50011117" East, 90.00 feet and thence North 5804310711 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
feet right) ; thence tracing the easterly boundary of said PARCEL
O o; 5, South 19030100" West, 10.55 feet; thence North 39038139"
East, 46.16 feet; thence North 25012107" East, 38.30 feet;
thence.North 00023.109" 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 4046130" an arc
distance of 73.13 feet (the chord of which bears South 9046133"
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 12020151"
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
4044153" an arc distance of 73.05 feet (the chord of which bears
South 15006106" West, 73.03 feet) to Station 13+63.87 (51.50
feet right); thence South 41053125" West, 9.79 feet to the
easterly boundary of said PARCEL 5; thence leaving the easterly
boundary of said.PAACEL 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 1026133" an arc distance
of 22.09 feet (the chord of which bears South 18046143" West,
22.09 feet to the point of beginning.
Containing 1899 square feet, more or less.
DAVID EVANS AND ASSOCIATES, M
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
I
t
• EXHIBIT "C"
7-5-89
D.W.B.
PAC014
Page 4 of 1
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.
O PD ,I South 2204210011 West, 65.00 feet; thence North 8703510611 East,
17.67 feet; thence North 2204-2100" East, 50.00 feet; thence
North 42011107" West, 17.67 feet to the point of beginning.
Containing 920 square feet, more'or less.
DAVID EVANS AND ASSOCIATES, ING
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITEC1S
C
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
PARCEL 5, South 2204210011 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
26000139" an arc distance of 17.02 feet (the chord of which
bears South 44011155".East, 16.88 feet); thence North 22018100"
West, 21.96 feet to the point of beginning.
Containing 80 square feet, more or less.
DAVID IvANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, PLANNERS, LANDSCAPE ARCHITECTS
a I
Z 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
(71.62 feet right); 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 39038142" an arc distance of-25.95
feet (the chord of which. bears South 69042' 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 1008132" an arc distance of 15.00 feet (the
chord of which bears South 2040106" East, 15.00 feet); thence
North 44012126" 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
' 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
1, North 0002812301 West, 65.00 feet; thence South 4502812311
East, 14.14 feet; thence South 0002812311 East, 45.00 feet;.
thence South 4403113711 West, 14.14 feet to the point of
beginning.
Containing 550 square feet, more or less.
DAVID EVANS AND ASSOCIATES, INC.
ENGINEERS, SURVEYORS, MANNERS, LANDSCAPE ARCHITECTS
c. EXHIBIT "C"
Q
Z
n
N
TL 1300
251 12PhD
m5'
,r Fp12GEL IZ
t9"s-K4, 15 V I 1
MJAP TO do-aDMIPP'NY
TL 101 LEGPL 17Fc-76Ez1 P T10Nc.7
ZS t IZ DP IN THE E. I/Z OF ~IrG. 12
T. 2 5. RI W. W. M.
PPi~L b 10 CITY OF TIGINZ-19
TI, ►OV WPSH1NGTOIV 40. O Z5GON
- - J")
26112 PP.
pprzGE1.9
~GPt.I : r"=400'
Tl. 100
Z$ 112 DD rAK6*18
P%KGE;1. %:N V v
r~"v~ .
~~ao 7
G MY OF TIOP"t2D L.1. P
FfLOUEOT
t?PG FIG GORI'olz,&-M G~NT~R SHEET
TITLE
DAVID EVANS ANDASSOaAM M.
ENGINEERS. SURMORS, FUNNELS, WDSCAPEAROMECTS
OFFICES IN OREGON. WASHI~GiS)S.i\D CAUFORNL1
d WS,*C RBUTAMILTE LJOV NO. OJEAV4N DY Ot:516N e?*r RATE
PO 1MAM. 0REG0N 97201.41A1->
1503) 223-6663
STATE OF OREGON
County of Washington SS i
I, Donald W. Mason, Director of Assessment
and Taxation an ecorder of Con-
ve ances for cc~~oou certify that
the within t vt~ reeived
and recd i$`boe 3D' `6D county.
V1 or of
Ica n, Ex-
Co.
310 a
Doc 89033389
Rect: 14283 126.00
07/24/1989 11:11:58AM