2000-035342
4
STATE OF OREGON
County of Washington SS
I, Jerry.R. Hanson, Director of Assess-
ment and Taxation and -Ex-Officio County
Clerk for said county. do hereby certify that
the within instrument of writing was received
and recorded in book of records of said
county.
Jerry R. Han-son,,-,Director of
Assessment and Taxation, Ex-
Officio County'Clerk
Doc 2000035342
Rect: 253950 42.00
05/03/2000 12:06:53pm
1-~
After recording return to:
City Hall Records Department, City of Tigard
13125 SW Hall Boulevard
Tigard, OR 97223
PEDESTRIAN ACCESS EASEMENT
TIGARD-TUALATIN SCHOOL DISTRICT 23J ("Grantor") hereby grants to the CITY OF
TIGARD, a municipal corporation in Washington County, Oregon, for use by the public, a non-
exclusive easement for pedestrian ingress and egress over and across the walkway described in attached
EXHIBIT "A". The purpose of the easement is to satisfy Condition of Approval 17 in City of Tigard
File No. SDR 98-0008 requiring 24-hour pedestrian access across the property. This easement shall
not be construed to create, convey or dedicate a public right-of-way nor to impose any obligation upon
Grantor to maintain the easement as a public right-of-way, nor to allow unreasonable use by the public
consisting of but not limited to any type or degree of use that tends to interfere with use of the property
by Grantor or is successors, assigns or lessees. This easement shall terminate upon the removal of the
Eagle Hardware and Garden building and parking improvements on the burdened property or as the
easement is revised by a subsequent land use approval, whichever occurs first.
.t1
Dated this 1 - day of March, 2000.
Interim roc ool District Superintendent
By:
School D str' Board h
By:
u
STATE OF OREGON
ss.
County of Washington )
This instrument was acknow led ed before me on 7 , 2000 by
and ,ShL~ (names as the Board Chair and
Interim Superintendent of Tigard-Tualatin School District 23J.)
OFFICIAL SEAL
KAREN RIOS Notary Public for Oregon: /C ? s
NOTARY PUBLIC-OREGON My Commission Expires: D 3
COMMISSION NO. 321776
MY CO IMISSION EXPIRES MAR. 18, 2003
Accepted on behalf of the City of Tigard this 2.5"tk day of r► 2000.
By Q P•
City (9igineer
Portlndl-2031563.1 (X)21097-0((X)6
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BE
ELgN STR ET
L1014 - -
Lt013 L1012
L1003 L1002 IRON ROD INS YON. BOX
17+3,64
a
f ' I w
~ L1011 ,005
z
L101 ~
~
>
1.1009 1108 w
0 200 300 400 _ - O L1025 Q
Lt 12
1004 Z
1 inch = 200 ft. \ y \ N
icy \ t\
LINE TABLE `
LINE BEARING LENGTH -9
L1000 S43'50'05'E 254.73' Ltow
L1001 N43'50'05'W 255.48' 2J Llom
L1002 ) U 1021
L7003 4.• 01007 1024
L1004 S3gM5'36*E 211,26' 1022
L1 D05 M '.35"W 219,59' L1010 -
L1006 tms u
L1007 L101 01002
L1o,5
01003 C,
L1008 4" H A P TO N
L1 000 4• 4 " L1017 000 C1005 STREET
L1011 N C1
L1012 S08'04'ol'W 52&5'
L1013 N08 '01" 0'
L1014 SBI*5W22'E &00' CURVE TABLE
L1015 549-53'42'E CURVE LENGTH RADIUS DELTA CH.BEARING C D
L1016 S74*05'36'E 18.11' C1000 14.39' 21.00' 39'16'12" N87'44'1 4"W 14.
L1017 N74'0 ' "W 18.11' 01001 19.88' 29.00' 39'16'12• N87'44'1 4'W 19.49'
L1018 N4 168,75' Cl D02 4.85' 11.00' 24'11'54' S61'59' 9•E 4.61'
L1019 1 01003 6.39' 11.00' 33'16'44• 148E1 8'02-E 6.301
L1020 N88*44'39'E 6,21' 01004 11.04' 19.00' .33*16'4-4' N89'16' 2•E 10.813'
L1021 51352'06'W 8.29' 01005 8.02' 19.001 24'11'54" S61'59' 7.98'
\
L1022 S88'44'39'W 4.05' C1006 160.54' 99.50' W29'32" N65'40'38'E 143.
L1023 S7 9'27'20'W 80.081 01007 36,88' 30.50' 69'17'20" 55405'59"W 34.68'
L7024 S87'26'30'E 45.23' CID08 27.21' 22.50' 69'17'20• S54'05'59"W 25.58•
L7025 S 233'30'W 576.16' C7009 17 N 5' 1
EXHIBIT "A"
Pedestrian Access Easement
H
-
NGINEERING, INC
PLANNERS, CIM ENGD! MM, AND SURVEYORS
3 7150 B.W. HAIQTON 8'1'REZZ SUZTZ 216, PORTLAND, OREOON 97448
PHONE (509) 598-1866 - SAX (508) 598-1861;
CS! JOB 97-104.04 HH 09/19/00 Fa A MOMWO
EXHIBIT "A"
PEDESTRIAN EASEMENT
Lands situated in the northeast quarter of Section 1, Township 2 South, Range 1 West of the
Willamette Meridian in the City of Tigard, Washington County, Oregon, intending to be a
pedestrian easement 8' wide extending from S. W. Beveland Street, south toward Highway 217,
then easterly to S. W. 72' Avenue near the junction of S. W. Hampton Street, more particularly
described:
Commencing at an iron rod in a monument box on the centerline of S. W. 72' Avenue, said rod
marking street station 17+93.64;
thence along the centerline of S. W. 72nd Avenue S02°33'30"W - 576.16;
thence N87°26'30"W - 45.23' to the west right-of--way line of said 72"d Avenue and the true
Point of Beginning;
thence S88°44'39"W - 4.05';
thence 27.21' along the arc of a curve of 22.50' radius to the left, subtending a chord
S54°05'59"W - 25.58';
thence S 19°27'20"W - 80.08';
thence 173.44' along the are of a curve of 107.50' radius to the right, subtending a chord
S65°40'36"W - 155.23';
thence 14.39' along the arc of a curve of 21.00' radius to the left, subtending a chord
N87°44'14"W - 14.11;
thence 11.04' along the are of a curve of 19.00' radius to the right, subtending a chord
S89°16'02"W - 10.88;
thence N74 °05'36"W - 18.11';
thence 8.02' along the arc of a curve of 19.00' radius to the right, subtending a chord
N61°59'39"W - 7.96';
thence N49 053'42"W - 168.75;
thence N43 °50'05"W - 255.48;
thence N39 °05'36"W - 219.59;
thence N50°54'24"E - 8.00';
thence N05°54'51 "E - 31.47';
thence N37 °57'57"W - 77.92;
thence N05°58'31"E - 335.24;
thence N08°04'01 "E - 52.80' to the south right-of-way line of S. W. Beveland Street;
thence along said right-of-way line S81°54'22"E - 8.00;
thence S08°04'01 "W - 52.65'
thence S05°58'31 "W - 331.87';
thence S37°57'57"E 77.92';
thence S05°54'51 "W - 38.01 ;
thence S50°54'24"W - 3.31 ;
thence S39 °05'36"E - 211.26;
thence S43 °50'05"E - 254.73;
thence S49 °53'42"E - 168.32';
thence 4.65' along the arc of a curve of 11.00' radius to the left, subtending a chord S61°59'39"E
4.61';
thence S74 005136"E - 18.11;
thence 6.39' along the arc of a curve of 11.00' radius to the left, subtending a chord N89°16'02"E
6.30%
thence 19.88' along the arc of a curve of 29.00' radius to the right, subtending a chord
S87°44'14"E - 19.49;
thence 160.54' along the arc of a curve of 99.50' radius to the left, subtending a chord
N65°40'36"E - 143.68;
thence N19°27'20"E - 80.08';
thence 36.88' along the arc of a curve of 30.50' radius to the right, subtending a chord
N54°05'59"E - 34.68";
thence N88°44'39"E - 6.21 to the west right-of-way line of S. W. 72 d Avenue;
thence along said right-of-way line S13°52'06"W - 8.29' to the Point of Beginning.
<AR ~`n