96-097358 ~ Steve Street ~ 83rd Avenue STATE OF OREGON 1
1 ,, County of Washington
SS
RETURN RECORDED DOCUMENT
I, Jerry
CITY HALL RECORDS DEPARTMENT, , ,anal,Of e4 of Assess-
CITY OF TIGARD ment anc) xanM �p io County
Clerk fore 4.
to rE=
13125 SW Hall Blvd. , . ��r�rtify that
the wit deceived
Tigard, OR 97223 and r htr ��'�� r+
r :`a ��fi l of said
county 4 � t?
CORPORATE -p u�
Jerrry`Robirector of
File No. CUP 94-0007 ossrradm axation, Ex-
t'# I9 blerk
Doc : 96097358
EASEMENT Rect: 174543 23. 00
PERMANENT 10/30/1996 10: 10: 25am
STORM SEWER
Japanese International Baptist Church Inc., hereinafter called the Grantors, grant and convey unto the City of Tigard a
perpetual easement for constructing, reconstructing, operating, maintaining, inspecting, and repairing of an underground storm
drainage line and appurtenances, together with the right to remove, as necessary, vegetation, foliage, trees, and other
obstructions on the parcel of land described in Exhibit "A", situated in the City of Tigard, Washington County, State of
Oregon.
THE TRUE CONSIDERATION for this conveyance is $ 0.00 . However, the actual consideration consists of or includes
other property or value given or promised which is the whole consideration.
IT IS EXPRESSLY UNDERSTOOD that this easement does not convey any right, title, or interest except those expressly
stated in this easement, nor otherwise prevent Grantors from the full use and dominion thereover; provided, however, that such
use shall not interfere with the uses and purposes of the intent of the easement.
IN CONSIDERATION of the premises, Grantee agrees that if said Grantee, its successors or assigns should cause said
easement to be vacated, the right of the Grantee in the above-described easement will be forfeited and shall immediately revert
to the Grantors, their successors, and assigns in the case of such event.
TO HAVE AND TO HOLD the above-described and granted premises unto said Grantee, its successors, and assigns forever.
Fs IN WITNESS WHEREOF, I hereunto set my hand on this day of (/(`>,C'.e4-4.4 ,./ , 19 ...(:,,
Japanese International Baptist Church Inc.
8500 SW Spruce Street
Tigard, Oregon 97223
246-4680 ,, '
Signature
.4.1 =.4—A& . / Apil - _ ._.--eldi..o.' .0*'="L,2
Title
STATE OF OREGON )
) ss.
County of Washington )
This instrum nt was acl4now�ledged before me onr h e2C� z., /99(date)by /14i'(:
14kow' 'woo'
October 2. 1996
EXHIBIT "A"
PUBLIC STORM DRAINAGE EASEMENT
PURPOSE: A PUBLIC STORM DRAINAGE EASEMENT.
FROM: THE JAPANESE INTERNATIONAL BAPTIST CHURCH
TO: THE CITY OF TIGARD
THE FOLLOWING DESCRIBED EASEMENT IS SITUATED IN THE SW
QUARTER OF SECTION 36, TOWNSHIP 1-SOUTH, RANGE 1-WEST OF THE
WILLAMETTE MERIDIAN, CITY OF TIGARD, WASHINGTON COUNTY,
OREGON.
BEGINNING AT THE SOUTHWEST CORNER OF LOT 13 OF THE DULY
RECORDED PLAT OF "STEVE & HUGHIE'S PLACE"; THENCE ALONG THE
WEST PLAT BOUNDARY S 00°11'00" W25.01 FEET TO THE CENTERLINE
OF SW STEVE STREET; THENCE PROJECTING SAID CENTERLINE
N 89°49'00" W 55.00 FEET; THENCE PARALLEL WITH THE WEST PLAT
BOUNDARY N 00°11'00" E 45.01 FEET; THENCE S 89°49'00" E 55.00 FEET TO
THE WEST LINE OF SAID PLAT; THENCE S 00°11'00"W 20.00 FEET TO THE
POINT OF BEGINNING.
CONTAINING: 2476 SQUARE FEET.
PAGE 2 OF 3
EXHIBIT "A" r
LEGAL DESCRIPTION SKETCH
PUBLIC STORM DRAINAGE EASEMENT
t
JAPANESE
PH #246-4680 (BOB HARR SON)CHURCH TN p H U G I
TAX MAP 1S-1-36CB 13 14
TAX LOT 4400 g
ESMT. POINT OF BEGINNING
o SW CORNER LOT 13
S$9'49'00"E cin EXIST. 20' WIDE STORM/SANIT. ESMT.--iI I N
55.00I
CM
8.0' PIPE y 4,,f — - —
EXTENSION i'list, EXIST. S 1. SEWER — -- .
I
f !•/-? '
EXIST. 36" STORM
EXIST. CHANNEL \
,,/ .,.////:„/„/>,/--/,.; , „, - NO0'11'00 01' / W - -. E
�— CURB
” �f%,, ,:,t:/ } :S ' SW STEVE TREET
`f'`; <r: �RVN u. .. N 87'55'30" W
I-0 N00'11'00 E N89'49'00"W . Q
45.01' 55.00' STREET C/L I S
CI 3 n CURB
w 0 1—_,0,7---- _ _ t 1111 1111 1111 1111 III 1111 1111 1111 Int 1111
0 r / 0 50 1001
ftl g W
(A)
SCALE
i
zNC
12 11 1 � I�.
NI co
\\II Iv) I HARRIS—Mcia[ONAGLE ASSOCIATES, INC.
ENGINEERS-SURVEYORS
12555 S.W. HALL BLVD.
TIGARD, OR 97223-8287
PHONE: 503) 839-3453
F/t ( 3) 839-1232
10/2/96 JAY HARRIS