HomeMy WebLinkAbout1990 - Easement for Pedestrian Traffic, Sidewalks and General Utilities - Dayton - Hudson Corporation / Target - 9010310531.LirL.Recoic 1t
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ASEMENT FOR PEDESTRIAN TRAFFIC, 'SIDEWALKS
AND GENERAL UTILITIES
la!,„ xremosomPriz
The Grantor, Dayton -Hudson Corporation, a Minnesota
corporation, as a donation and for no other consideration,
hereby conveys and grants to the City of Tukwila (Grantee),
a Washington municipal corporation, a perpetual,
nonexclusive easement over, across, along, under, in and
upon the real property legally described on Exhibit A,
attached hereto and incorporated herein by this reference as
if fully set forth, hereinafter referred to as "the easement
area," subject to the following terms and conditions:
1. Purpose of Easement. This easement is for the
purpose of providing for pedestrian access through the
installation, construction and maintenance of sidewalks to
City standards or otherwise, and for the purpose of
installing, constructing, reconstructing, maintaining,
operating, repairing and replacing any and all appropriate
utilities and related facilities. Such activities shall be
at no cost to Grantor. The Grantee shall have the right,
without prior institution of any suit or proceeding at law,
and without incurring any legal obligation or liability
therefor, to enter upon the easement area and adjacent
property of the Grantor for the foregoing purposes.
2. Restoration. Upon completion of any installation,
construction, reconstruction, maintenance, repair,
replacement or alteration of such sidewalks or utilities and
related facilities, the Grantee shall restore the surface of
the easement area to a condition which is as close to the
condition of the property immediately prior to the entry by
the Grantee as is reasonably feasible.
3. Reservation of Rights. The Grantor reserves the
right to use the easement area in any manner which is not
inconsistent with the use of the area by the Grantee in the
manner prescribed by this easement. Grantor shall place no
permanent structures or improvements on said easement area.
4. Binding Effect. This easement shall be recorded
with the King County Department of Records and Elections,
and shall constitute an easement and servitude running with
the land, binding upon the Grantor, its successors and
assigns, and inuring to the benefit of the Grantee, its
successors and assigns.
DATED thisogAL'aL day of
,,ASE TAX REQUIt
co,. Re( rcis Division
Dep
, 1990.
DAYTON -HUDSON CORPORATION
a Minnesota corporation
WILLIAVE. HA
VICEP; D
r)
STATE OF MINNESOTA
ss.
COUNTY OF HENNEPIN )
I certify that I know or have satisfactory evidence
that is the person who appeared before
me, and said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute
the instrument and acknowledge it as the ViceTrsikiti- of
Dayton -Hudson Corporation to be the free and voluntary act
of such corporation for the uses and purposes mentioned in
the instrument.
Dated:
LA7ARAn.111
5oum'pnJilL,-.4,:EDTA
HENNN COUNTY
--55 My Comm. Expires Dec 15, 1954
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sivvvvvvvwv^vo.A/vvspssovvvvvvvsevoiv
NOT Y PUBL C in and for the State
of Minnesota residing at
My appointment expires /fZ/ ;FY
ACCEPTED BY THE CITY OF TUKWILA:
By
/
Grary(:. anD sen, Mayor
ATTEST:
By: ((..
Cantu, City Clerk•
APPROVED AS TO FORM:
OFFICE OF THE CITY ATTORNEY
By://„.-
kif/4-20day3
PEDESTRIAN AND UTILITY EASEMENT
TARGET TRACT
The South 9.10 feet of the North 15.00 feet of that portion of the Southwest
quarter of the Northeast quarter of Section 26, Township 23 North, Range 4
East, of the Willamette Meridian; in King County, Washington, described as
follows:
COMMENCING at the Southwest corner of the Southwest quarter of the Northeast
quarter of said Section 26;
THENCE North 01° 10' 24" East, along said West line of said Southwest quarter
1,293.57 feet to the South margin of Strander Boulevard and the TRUE POINT OF
BEGINNING of this description.
THENCE South 88° 15' 33" East, along said margin, 665.00 feet;
THENCE South 01° 44' 27" West, 63.00 feet to a point of tangent curvature
concave to the Northeast having a radius of 130.00 feet;
THENCE Southeasterly along said curve through an arc of 34° 27' 01" an arc
length of 78.17 feet;
THENCE South 88° 15' 33" East, 212.17 feet;
THENCE South 01° 44' 27" West, 62.00 feet;
THENCE South 88° 15' 33" East, 9.00 feet;
THENCE South 01° 44 27" West, 62.00 feet;
THENCE North 88° 15' 33" West, 133.00 feet;
THENCE South 01° 44' 27" West, 150.00 feet;
THENCE North 88° 15' 33" West, 482.33 feet;
THENCE South 48° 28' 37" West, 113.91 feet;
THENCE South 01° 44' 27" West, 37.10 feet;
THENCE North 88° 15' 33" West, 120.00 feet;
THENCE South 01° 44' 27" West, 80.00 feet;
THENCE North 88° 15' 33" West, to the West line of said Southwest quarter
84.68 feet;
THENCE North 01° 10' 24" East, 605.74 feet to the TRUE POINT OF BEGINNING and
TERMINUS of this description.
TOGETHER WITH and SUBJECT TO any easements and reservations of record.
TUKWILA POND CENTER
December 19, 1989
2885.33
MAP
Ft40. COPPER TACK
j'11,4 LEAD IN co. 'INCASED) STRANDER BLVD.
1336.64'
S8815'33E
,/'North line SW 1/4
NE 1/4 Sec. 26
fp.O. STO. METRO BRASS
DISC xi CONC. POST
UNCASF_D)
NO1'10'21"
0
CD
3. 0.
L5
CO
CO
LI 0
665.00'
NEW LOT 1
LI 641.73'
5' ESm*T. AFN.
ueCI 666397
\ 58815'33E
212.17 L2
1 -Th L3
L5 L4
0.
29.15 AC
568'15'33'E
4E12.33'
•‘1," /
30 (0) -
ALE 1"=200*
Southwest corner SW 1/4
NE 1/4 Section 26-23-4 E.
669.69'
— . . , , . - —
N8606'43W 1339.38'
UNE BEARING DiST, LINE BEARING [BST.
Cl L i SO 144'27'w 63.00' L9 5811513T 120.00'
(") L2 S0144'27'w 62.00' U0 501'4427W —?.61,1511Y 60.00'
' 0 L3 5811513'E 9.00' LI I SEIBI 513'E 84.61
r4
L4 S0 r44Trlie 62.00'
CURVE ARC DELTA RADIUS
rA LO 5881513T 13100'
CD L6 SO r4477•W -4.646NP 01 78.17' 39•27'01' 130.00'
'
(.04
L7 N4B*28'37'E 113.9V 150.00
0 L8 5014477W 37.10'
CD
OD Land Surveyor's Certificate:
This Boundary Line Adjustment/Lot Consolida-
tion correctly represents a survey* made by
me or under my dir ion in conformance with
the requireme appropriate 'S e statute.
58810'37'E
63195'
K
0.
A.F.N 6683975
1
10' ESWT,
AFN. 740208-1
0363
couch Line
NE Y/4 Sec. 26
A.F.N. 63972°7
639.69'
Name:
Date:
Certificate No.
FNO, BRASS DISC
84 4*X4' CONC. POST'
(INCASED)
BCE #2885
Map on File in Vaul
Direction.
Scale: i-.200*
N
NO1'03'25-E
30'
1—
(I)
CC
CC
UJ
0
-
C)
clt
30' an
x).40
22338
• A lot consolidation does not require a sure y
of the perimeter unless the lines are adjuste
(29/BLA.MAP)
-7-viewbeA
CORRECTED SHORT
PLAT' THIS SHORT
PLAT IS BEING RE-
RECORDED TO COR-
RECT DimENSiON
ERRORS SHOWN ON
TI -E SHORT PLAT
MAP AND NO OTHER
CHANGES HAVE BEEN
MADE.
REVIEWED.
CITY OF TUKWILA
-99
Page / of
t- RLA
e-1LLD
OLD LOT °A"
The North half of thc Southwest quarter or the northeast quarter and the west half of the south half of
the southwest quarter of thc northeast quarter of Section 20, Township 23 North, Range 4 East,
EXCEPT the North 30 feet of said North half dccdcd to the City of Tukwila by decd rccordcd under
Recording Numbcr 5747314;
ALSO EXCEPT the East 30 feet of said Southwest quarter of the Northeast quarter dccdcd to City of
Tukwila by decd recorded under Recording Numbcr 7402050363;
ALSO an casement for ingress and egress over the following described tracts:
BEGINNING at the Northwest corner of the Northwest quarter of the Southeast quarter of Section 26,
Township 23 North, Range 4 East, W.M. and running;
THENCE Easterly along the Northerly line thereof, 20 feet;
THENCE Southerly, parallel to the wester!' Pre of said Northwest quarter of the Southeast quarter, 20
feet;
THENCE Westerly, parallel to the Northerly line of said Northwest quarter of thc Southeast quarter, 20
feet to the Westerly line of said Northwest quarter of the Southeast quarter;
THENCE Northerly, along said Westerly line, 20 feet to the POINT OF BEGINNING; ALSO
The Northerly 16 feet of that portion of the Northeast quarter of the Southwest quarter of Section 26,
Township 23 North, Range 4 East, W.M., lying Easterly of the Mcss Brothers County Road;
OLD LOT 'B'
The Southeast quarter of the Southwest quarter of the Northeast quarter of Section 26, Township 23
North, Range 4 Fant. W.M.;
EXCEPT the East 30 feet dccdcd to the City of Tukwila by deed rccordcd under Recording No.
7402080363;
All situate in the County of King. State of Washington.
S'L `e
/J+�wf(.n POND JP-`- SLR
c")
1-4
qt -4 LOT I
C) That portion of the Southwest quarter of the Northeast quarter of Section 26, Township 23 North,
X Range 4 East, of thc Willamette Meridian; in King County, Washington.
•
COMMENCING at the Southwest corner of the Southwest quarter of the Northeast quarter of said
Scction 26;
THENCE North 01' 10' 24° East, along said West line or said Southwest quarter 1,293.57 feet to the
South margin of Strander Boulevard and the TRUE POINT OF BEGINNING of this description.
THENCE South 88' 15' 33° East, along said margin, 665.00 feet;
THENCE South 01° 44' 27' West, 63.00 feet to a point of tangent curvature concave to the Northeast
having a radius of 130.00 feet;
THENCE Southeasterly along said curve through an arc of 34'27' 01° an are length of 78.17 feet;
THENCE South 88' 15' 33' East, 212.17 feet;
THENCE South 01° 44' 27' West, 62.00 feet;
THENCE South /16' 15' 33° East, 9.00 feet;
THENCE South 01' 44' 27' West, 62.00 feet;
THENCE North 86' 15" 33' West, 133.00 feet;
THENCE South 01' 44' 27° West, 150.00 feet;
THENCE North 88' 15° 33' West, 482.33 feet;
THENCE South 48' 28' 37 West, 113.91 feet;
THENCE South 01' 44' 27° West, 37.10 feet;
THENCE North 88' 15' 33' West, 120.00 feet;
THENCE South 01° 44' 27° West, 80.00 feet;
THENCE North 88' 15' 33° West, to the West line of said Southwest quarter 84.68 feet;
THENCE North 01' 10' 24° East, 605.74 feet to the TRUE POINT OF BEGINNING and TERMINUS
of this description.
TOGETHER WITH and SUBJECT TO any easements and reservations of record.
wiLA eo IJD Csg-- - CA
8906011033
LOT 2
That portion or the Southwcst quarter of the Northeast quarter of Section 26, Township 23 North,
Range 4 East, of the Willamette MCI' idi:111; in King County, Washington.
COMMENCING
Scction 26;
THENCE North
South margin of
THENCE South
BEGINNING or
at the Southwest corner of
01° 10' 24' East, along said
Strandcr Boulevard;
88' 15' 33' East, along said
this description
he Southwest quarter of thc Northeast quarter of said
West line of said Southwest quarter 1293.57 feet to the
margin, 665.00 feet to the TRUE POINT OF
THENCE South 01' 44' 27' West, 63.00 feet to a point of tangent curvature concave to the Northeast
having a radius 0( 130.00 feet;
THENCE Southeasterly along said curve through an arc of 34' 27' 01" an arc length 0( 7817 feet;
THENCE South 88' 15' 33' East, 212.17 feet;
THENCE. South 01' 44' 27' West, 62.00 feet;
THENCE South 88' 15' 33East, 9.00 feet;
THENCE South 01' 44' 27' West, 62.00 feet;
TI-IENCE North 88' 15' 33' West, 133.00 feet;
THENCE South 01' 44' 27' Wcst, 150.00 feet;
TI-IENCE: North 88' 15' 33' West, 482.33 rut;
THENCE South 48' 28' 37' West, 113.91 feet;
THENCE South 01' 44' 27' West, 37.10 foci:
THENCE North 88' 15' 33' West, 120.00 feet;
THENCE South 01' 44' 27' West, 80.00 feet;
TI-IENCEI North 88' 15' 33' Wcst, to the Wcst line of the Northeast quarter or said Section 26, 84.63
feet;
THENCE South 01' 10' 24' Wcst, along said linc 687.83 feet to the Southwest corner of the Northeast
quarter of said Section 26;
THENCE South 88' 06' 43' East, along the South line of the Northeast quarter of said Section 26,
1309.38 feet to the West margin of Andover Park Wcst;
THENCE. North 01' 03' 25' East, along said margin, 1296.97 feet to thc South margin of said Strandcr
Boulevard;
THENCE North sr 15' 3V West, along said margin, 641.73 feet to the TRUE POINT OF
BEGINNING and TERMINUS of this description.
TOGETTIER WITH and SUBJECT TO any casements and reservations of rccord.
4.112 -4 - IRA
DECLARATION:
Know all men by these presents that we, the undersigned. owner(%) In fee simple
and/or contract purchaser(s) of the land herein described do hereby make an
application for a boundary line adjustment/lot consolidation thereof. The
undersigned further declare that the attached map Is the graphic representation
of said boundary line adjustmnt/lot consolidation and the same Is made with the
free consent and in accordance with the desire of the owner(5)
In witness whereof we have set our hands and seals.
.51/4 - /7 2
, 7-2
CI STATE OF WASHINGTON
Ln County of King
0 On this day personally appeared before me
Il
4"'" S'
o e nown to e the ivi ua •escr e
.10 foregoing instrument, and acknowledged that thin and
the same as f signed •
the uses and purposes here men ane.. ree an vo a eed, for
GIVEN under my hand and official seal this _Liday of
•
,k -
*>.›...7. 2 t ,,
•
A;/), /( c
otary u c in an. or
Washington, residing at
STATE OF WASHINGTON
County of King
On this day personally appeared before me
nown 0 e n v •ua •esc e in an who execute,the within and
foregoing Instrument, and acknowledged that
the same as signed
reeanvoied, for
the uses andpinentone.
GIVEN under my hand and official seal this day of 19 .
e
rjt —
tate o
Notary Pub c in and or the tate o
Washington, residing at:
(29/81.A.DECLAR)
Page ,5-- of
faUP -13L-4
EXIST. 30RIW
EXIST. 24. PAVINc (PER SURVEY)
REMOVE EXIST. CURB 8. GUTTER
EXIST. PAVING
12"
SAWCUT EXIST. PAVING—J.
GRAVEL BASE CLASS 'B'
MAY BE REQUIRED DEPEND-
ING ON -SOIL CONDITIONS
NEW 9.1' CURB
R.O.W. DEDESTR1AN d
DEDICATION JTILITIES ES'MT,
NEW I r LANE
uJ
cc
0
Lt&o-rr
5-rio1:444-
w
9. COMPT.
— DEPTH CLASS '0'
ASPHALT UN 3"
LIFTSP
—
0.5'
GO
LI--STRUCTUF1.4
EXIST. UNDERGROUND STREET /
LIGHTING WIRING d CONDUIT
(VERiFY DEPTH)
EX. UNDERGROUND TELE-
PHONE (VERIFY DEPTH)
EXIST. OLYMPIC PIPELINE CO.
GAS MAIN (VERIFY DEPTH)
2.5'
NEW 4' PERF. PI
S • 0.2% up
BACKFILL TO St.
ROCK
\ I
— 3' COMPT. DEPT
PROPOSED STOR
CATCH BASINS (:
STRANDER BLVD. ROAD SECTION (LOOKING EAST)
SCALE: 1 - 6'
3 R _
TYP,)
w. • T yf• •
4 4
1
244.51'
ro
t . 1.t.
I c)
I 1 I
ro
CONCRETE WALK BY TARGE
31
co
.71
EME.RsENL.
EXIT
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DO
y
S TR
-LON
c
c
BLE 4" WIDE
-cw PAINT
ES x 150'
TARGET BLDG.
101,909 sf 1st floor
10,000 sf warehouse
111,909 sf total
EEHHE N
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DE'.•ELOPER'S .L'uN TRAt:: T j T
CAST IN PLA CONDFF:
BLLIL.DING PL ANS
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285.77'
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x 405LONG
295.1u•
213.9'7'
-.,0 EP CYY F:
cc ccccccccc
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ccc c Ic
N 8855'33" w
EMERGENCY
EXIT
50.407_
Boulevard
--FUTURE PROPERTY LINE
I-- EXISTING
PROPER TY LINE
NEW PYLON IDENTIFICATION \
SIGN, DESIGN BY OTHERS
SEE SHEET 04-8 FOR CONSTRUCTION
— DE TA IL S. WORK IN THIS AREA TO BE
COMPLETED BY OTHERS.
EXIST. SOLITHCENTER
MALL PARKING
miirafaaano
LT
TO REMAIN
EXIST. TEL MH
TO REMAIN —
EXIST. OLYMPI
CO. WARNINGS
REMAIN
PJPE
GN T
INS TA EX TR )SEL ct nyFE TE RBING AROUNC ALL,
PAVEMENT EDGES 8. PLANTERS UNLESS OTHERWISE
- SPECIFIED FOR TYPE 'A' CURB 8. GUTTER ON THIS
PLAN. (TYPE 'A' CURB 8. GUT TER SHOWN BY DOU-
BLE LINE)
E E
b
E XI 7 4"4' POWER
V Al TO REMAIN
MON
- EXIST_
Qt) TO
CONTRACTOR
EXIST. ST. LT. 50' EA
OUTSIDE NEW DRIVEWA
r
1 EX/5
1 I MO
I r
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