86-004513 QQ INDIVIDUAL { GENERAL PARTNERSHIP 8 6 0 ® 4 5 ( 3
fCONSENT COVENANT (NONREMONSTRANCE AGREEMENT)
Street Improvements
The undersigned owners (including purchasers) of .the real property described
below do-hereby record their consent to the formation of a local improvement
district by the City of Tigard for the purposes of improving the public street
or streets upon which the described property abuts. The undersigned expressly
waive all' ' present and future rights to oppose or remonstrate against the
formation of a local improvement district for the improvement of the abutting
street or streets, reserving only the right to contest the inclusion of
particular cost items in the improvement district proceeding and any right
they may have under the laws of the State of Oregon to contest the proposed
assessment formula.
The real property that -is the subject of this consent covenant is described as
follows:
SEE ATTACHED EXHIBIT "A"
IN WITNESS WHEREOF, the grantor(s) has (have) hereunto set his
(her) (their) hand(s) and seal(s) this day of
(SEAL) "v'LyL (SEAL)
(SEAL) (SEAL)
STATE OF OREGON )
ss.
County of Washington ) d
BE-1T- REMEMBERED, that on this day of 19
before me, the undersigned Notary Pub is in andfo�rr/ the State of or on,
personally appeared the within-named ,y
r
who 1�91_ (are) known to me to be the dentical, individual(s) described in and
who executed the within instrument and acknowledged to me that he' ( ) (they)
executed the same freely and voluntarily.
'rTN.T �TIMO WHEREOF, I have hereunto set Lm d and seal this day
: .
r
G� Notary P i for Oregon
ARIAL SEAL) My Commission Expires,
{ `® n*nre ne avr�e•�n,vri
\. .. `-Y iV�� l.lJ�V1NiWJ1V1�7�,�---._
Approved as to form this day of `l�'��G��_- 19
By: 1-<
ty Attor ey = City of Tigard
A oved, as to legal description thisday of {i 19 'FS .
City -'City f Tigard
�v�� .r,,�. r� . � • Sv ry o r
A'pp;ove�lrt9is day of
CITY COUNCIL, CITY OF TIGARD, OREGON
.City Recorder - City of Tigard
(0206S)
LAYNE CASWELL
SURVEYOR, INC.
REGISTERED LAND SURVEYOR
Oregon — Washington — Idaho 6120 S.W. Lombard Avenue Beaverton, Oregon 9700= Telephone 503 / 644-3179
November 7, 1935
Job No. 3923
BOUNDARY DESCRIPTION
FOR
PARCEL "A"
Beginning at a 5/8 inch iron rebar on the South line of Lot 6,
"Good Acres" a subdivision of record in the Northwest quarter, of the
Southwest quarter of Section 12, Township (2) South, Range ( 1 ) West,
Washington County, Oregon, said iron rebar bears N 890 37' 51" E 5.00
feet from the Southwest corner of Lot 6; thence N 00 30' 30" E, parallel
with and 5 feet easterly from (when measured at right angles) the West
line of Lot 6, 140.00 feet to a 5/8 inch iron rebar; thence N 890 36' 48" E,
parallel with the North line of Lot 6, 175.00 feet to a 5/8 inch iron rebar;
thence S 00 30' 30" W 140.05 feet to a 5/8 inch iron rebar on the South
line of Lot 6; thence S 890 37' 51" W 175.00 feet to the point of beginning.
Containing 0.562 acres.
All bearings and distances are based on a survey made by Walter L.
Caswell , PLS 737, dated November 4, 1985.
BOUNDARY SURVEYS SUBDIVISIONS TOPOGRAPHIC MAPPING CONSTRUCTION STAKE-OUT
LAYNE CASWELL
SURVEYOR, INC.
REGISTERED LAND SURVEYOR
Oregon — Washington — Idaho 6120 S.W. Lombard Avenue Beaverton, Oregon 97005 Telephone 503 / 644-3179
November 7, 1985
Job No. 3923
. BOUNDARY DESCRIPTION
FOR
PARCEL "B"
Beginning at a 5/8 inch rebar on the South line of Lot 6, "Good Acres"
a subdivision of record in the Northwest quarter of the Southwest quarter
of Section 12, Township (2) South, Range ( 1 ) West, Willamette Meridian,
Washington County, Oregon, said iron rebar bears N 890 37' 51" E 180.00
feet from the Southwest corner of Lot 6; thence N 00 30' 30" E 140.05 feet
to a 5/8 inch iron rebar; thence S 890 36' 48" W, parallel with the North
line of Lot 6, 175.00 feet to a 5/8 inch iron rebar which is 5.00 feet
easterly from (when measured at right angles) the West line of Lot 6;
thence N 00 30' 30" E, parallel with said West line, 25.02 feet to a 5/8
inch iron rebar on the North line of Lot 6; thence N 890 36' 48" E 330.86
feet to a 5/8 inch iron rebar at the Northeast corner of Lot 6; thence
S 00 29' 18" W 165. 12 feet to a 5/8 inch iron rebar at the Southeast corner
of Lot 6; thence S 890 37' 51" W 150.91 feet to the point of beginning.
Containing 0.672 acres. All bearings and distances are based on a survey
made by Walter L. Caswell , PLS 737, dated November 4, 1985.
BOUNDARY SURVEYS SUBDIVISIONS TOPOGRAPHIC MAPPING CONSTRUCTION ST.,KE-OUT
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STATE OF OREGON
County of Washington SS
I, Donald.W: Mason"?Director-of Assessment
and Taxation'and-'Ex-Officio',,Recorder of Con-
veyances"for,said count'A(' hereby�certify that
the within,mstnifnen' of FWriting `was received
and recorded in book of records of'said.county.
Donald i,.zA on 'Director of
�' 'Assessmentation, Ex-
and Tax
`1� s �
�� Officio Co"iinty Cierk
1986 Al 30 AEI 9: 01