HomeMy WebLinkAbout9405061416 STATUTORY WARRANTY DEED 050694)
STATE OF CALIF RNJIrA h&'C~~ }ss.
COUNTY OF .r~ J",,
Or~J)AW oC Zf Lbefore me, ! 14'1-j , / ,A
personally appeared ~
_ _ ~
V t'i` AAA 7-
personally known to me (or proved
to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),
c and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the
person(s) acted, executed the instrument. OFFICIAL SEAL
LYNN M. COLLINGS
Notary PubCc-Californlo
WITNESS my harIj and official al. LOS ANGELES COUNTY
My Commisdon Expires
• • June 10, 1941
Signature
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(This area for official notarial seal)
s ~ G . ~ W "y~' ~ 3 c ! w+a YACt s{cosDs•s use, -
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Filed for Record at Request of
Nslsta is
CIT
Address,
CITY Y CLERK'S nFfiir
OF AUBURN
CUT and Stele 2
Auburn, WA
98001
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Statutory Warranty Deed f "r-c-Rov.
l CORFORATe FORM
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THE GRANTOR Washington Supermall Interest L.P., a Delaware Limited Partnership_
for and in consideration of ten dollars and no cents ($10.00)
in band paid, cootveys and warrants to the City of Auburn, a Municipal Corporation
I t
the Mowing described real estate, situated in the county of King State of
Washington:
SEE EXHIBIT "A", PAGES 1/3, 2/3, 3/3 ATTACHED HERETO AND BY THIS REFERENCE
MADE A PART HEREOF.
IN WITNESS WHEREOF, said corporation has sawed this instrument to be executed by its proper officers
and its corporate seal to be hereunto affixed this Xq M day of Ma m h 19 q N
.P.
.ln! ~Yfn?C1 ~1 Su~. cL IAA?
StewartTitie Company his
placed this document of
record as a customer By..._ v
courtesy and am epts no H LO~P~IENT CORPORATION AGENT
ley for the acxuwy or
vauday d the document.
By..._......_.
_
"T .:-~_x/~..
STATE OF )
)as
)
COUNTY OF
on this day of
undersigned, a Notary Public in and for the
commissioned and sworn, personally appeared
19_, before
state of
r~duly
and
, to me known a5 La person that ekocuted the
within and foregoing instrument, and ac edged the said insti-ument to be
the free and voluntary act and deed said partnership, for the uses and
purposes therein mentioned, and oath stated that they are authorized to
execute said instrument and at the seal affixed is the partnership seal of
said partnership.
IN WITNESS REOF, I have hereunto set me hand and affixed my official
seal on the date hereinabove set forth.
NOTARY PUBLIC IN AND FOR THE STATE OF
RESIDING AT
y
MY CONNISSION EXPIRES:
rA-f- o 0 2-0 . 13
EXHIBIT "A"
BUSH, ROED & HITCHINCS, INC.
RIGHT-OF-WAY PARCEL DESCRIPTION
THE HAPSMITH COMPANY PROPERTY
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THOSE PORTIONS OF LOTS 29, 30 AND 38, AUBURN 400 CORPORATE PARK
DIVISION I, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 128 OF
PLATS, PAGES 97 THROUGH 99, RECORDS OF KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
THENCE
NORTH
88038'10"
EAST
85.46
FEET;
THENCE
NORTH
01021150"
WEST
8.00
FEET;
THENCE
NORTH
88038'10"
EAST
4.00
FEET;
THENCE
SOUTH
01021'50"
EAST
8.00
FEET;
THENCE
NORTH
88038'10"
EAST
146.00
FEET;
THENCE
NORTH
01021150"
WEST
8.00
FEET;
THENCE
NORTH
88038'10"
EAST
4.00
FEET;
THENCE
SOUTH
01021'50"
EAST
8.00
FEET;- _
THENCE
NORTH
88038110"
EAST
145.00
FEET;
THENCE
NORTH
01021150"
WEST
8.00
FEET;
THENCE
NORTH
88°38'10"
EAST
4.00
FEET;
THENCE
SOUTH
01021150"
EAST
8.00
FEET;
THENCE
NORTH
88038'10"
EAST
58.60
FEET;
THENCE
NORTH
81002129"
EAST
30.27
FEET;
THENCE
NORTH
44025'04"
EAST
57.93
FEET;
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 29, THENCE NORTH
01021150" WEST 1'.50 FEET ALONG THE WEST. LINE THEREOF;
THENCE NORTH 89025'04" EAST 8.05 FEET TO THE BEGINNING OF A NON-
TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 67.00 FEET (A
RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 61006121" EAST) ;
THENCE NORTHERLY 34.47 FEET ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 29028135" TO A POINT OF TANGENCY ON THE WEST LINE OF THE
EAST 10.00 FEET OF SAID LOT 38;
THENCE NORTH 00034'56" WEST 147.03 FEET TO A POINT WHICH BEARS
NORTH 00034156" WEST 285.00 FEET AND SOUTH 89025'04" WEST 50.00
FEET FROM THE CENTERLINE INTERSECTION OF "0" STREET AND 15TH STREET
SOUTHWEST;
THENCE NORTH 89025'04" EAST 10.00 FEET TO THE EASTERLY LINE OF SAID
THENCE SOUTH 88038'10" WEST 520.02 FEET ALONG THE SOUTH LINES OF
SAID LOTS 38, 30 AND 29, TO THE POINT OF BEGINNING;
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TOGETHER WITH THAT PORTION OF LOT C, CITY OF AUBURN LOT LINE
ADJUSTMENT NO. LL-0016-93, RECORDED UNDER KING COUNTY RECORDING NO.
9312012061, DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT- C, THENCE NORTH
84002'12" WEST 58.30 FEET ALONG THE NORTHERLY MARGIN OF 15TH STREET
SOUTHWEST TO A LINE LYING PARALLEL WITH AND 58.00 FEET NORTHERLY OF
THE CENTERLINE OF SAID STREET;
THENCE SOUTH 89019'52" WEST 74.38 FEET ALONG SAIO'PARALLEL LINE TO
1/3
LOT 38;
THENCE SOUTH 00034156" EAST 200.88 FEET ALONG SAID EASTERLY LINE TO
THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS
OF 25.00 FEET;
THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 38.93 FEET ALONG SAID
CURVE AND EASTERLY LINE THROUGH A CENTRAL ANGLE OF 89013106" TO THE
SOUTH LINE OF SAID LOT 38;
BUSH, ROED & HITCHINGS, [NC.
THE BEGINNING OF A CURVE CONCAVE TO THE NORTH HAVING A RADIUS OF
35.00 FEET;
THENCE WESTERLY 11.89 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE
OF 19027140" TO SAID NORTHERLY MARGIN AND THE TRUE POINT OF
BEGINNING;
THENCE CONTINUING WESTERLY, NORTHWESTERLY AND NORTHERLY 45.00 FEET
ALONG SAID-CURVE THROUGH A CENTRAL ANGLE OF 73040127";
THENCE SOUTH 89°25104" WEST 4.00 FEET;
THENCE NORTH 03035'32" WEST 190.26 FEET;
THENCE SOUTH 89025104" WEST 2.64 FEET TO A POINT ON THE WESTERLY
LINE OF SAID LOT C WHICH BEARS NORTH 00034'56" WEST 285.00 FEET AND
NORTH 89025'04" EAST 40.00 FEET FROM SAID CENTERLINE INTERSECTION
OF "0" STREET AND 15TH STREET SOUTHWEST;
THENCE SOUTH 00034156" EAST 199.90 FEET ALONG SAID WESTERLY LINE TO
THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS
OF 25.00 FEET;
THENCE SOUTHERLY, SOUTHEASTERLY AND EASTERLY 39.31 FEET ALONG SAID
CURVE AND WESTERLY LINE TO SAID NORTHERLY MARGIN;
THENCE NORTH 89019152" EAST 14.93 FEET ALONG SAID NORTHERLY MARGIN
TO THE TRUE POINT OF BEGINNING;
ALSO TOGETHER WITH THOSE PORTIONS OF LOTS A, C, D, E, F, G, H, AND
I, SAID LOT LINE ADJUSTMENT NO. LL-0016-93, DESCRIBED AS FOLLOWS:
C,0 COMMENCING AT THE SOUTHEAST CORNER OF SAID LOT I, THENCE SOUTH
V-i 89°19152" WEST 1.16 FEET ALONG SAID NORTHERLY MARGIN TO THE TRUE
t7' POINT OF BEGINNING AND A POINT HEREINAFTER REFERRED TO AS POINT
rl "All;
THENCE NORTH 76037158" WEST 28.68 FEET;
d
Lo THENCE NORTH 88008158" WEST 252.21 FEET;
0 THENCE SOUTH 75°17'42" WEST 41.41 FEET;
(7) THENCE SOUTH 89019'52" WEST 34.14 FEET TO THE BEGINNING OF A CURVE
CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 35.00 FEET;
THENCE WESTERLY, NORTHWESTERLY AND NORTHERLY 51.97 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 85004158";
THENCE SOUTH 89°19'52" WEST 7.00 FEET; -
THENCE NORTH 00040'08" WEST 100.00 FEET;
THENCE SOUTH 89019152" WEST 86.00 FEET;
THENCE SOUTH 00040108" EAST 100.00 FEET;
THENCE SOUTH 89019'52" WEST 12.00 FEET TO THE BEGINNING OF A NON-
TANGENT CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 35.00
FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 85045106"
EAST);
THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 51.97 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 85004158" TO A POINT OF TANGENCY
ON SAID LINE PARALLEL WITH AND 58.00 FEET NORTHERLY OF SAID
CENTERLINE OF 15TH STREET SOUTHWEST;
THENCE SOUTH 89019152" WEST 929.63 FEET TO SAID NORTHERLY MARGIN;
THENCE SOUTH 84002112" EAST 69.27 FEET ALONG SAID NORTHERLY MARGIN
TO AN ANGLE POINT THEREIN;
THENCE NORTH 89019152" EAST 1,389.68 FEET ALONG SAID NORTHERLY
MARGIN TO THE TRUE POINT OF BEGINNING;
2/3
BUSH, ROED do HITCHINGS, INC.
AND ALSO TOGETHER WITH THAT PORTION OF LOT K, SAID LOT LINE
ADJUSTMENT, DESCRIBED AS FOLLOWS:
COMMENCING AT POINT "A" DESCRIBED ABOVE, THENCE SOUTH 76°37158"
EAST 12.37 FEET- TO A LINE LYING PARALLEL WITH AND 47.00 FEET
NORTHERLY OF SAID CENTERLINE OF 15TH STREET SOUTHWEST;
THENCE NORTH 89019'52" EAST 337.07 FEET ALONG LAST SAID PARALLEL
LINE TO AN ANGLE POINT THEREIN;
THENCE NORTH 870'07'56" EAST 48.63 FEET ALONG LAST SAID PARALLEL
LINE TO THE. BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A
RADIUS OF 35.00 FEET;
THENCE EASTERLY AND NORTHEASTERLY 14.60 FEET ALONG SAID CURVE
THROUGH A CENTRAL ANGLE OF 23053144" TO SAID NORTHERLY MARGIN AND
THE TRUE POINT OF BEGINNING;
THENCE CONTINUING NORTHEASTERLY AND NORTHERLY 38.78 FEET ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 63028142";
THENCE NORTH 00014130" WEST 6.58 FEET;
THENCE NORTH 89045130" EAST 9.00 FEET TO THE WEST LINE OF THE EAST
4.00 FEET OF SAID LOT K;
THENCE NORTH 00014130" WEST 100.00 FEET;
THENCE NORTH 8904513011 EAST 4.00 FEET TO A POINT ON THE EASTERLY
LINE OF SAID LOT K WHICH BEARS NORTH 00014130" WEST 184.63 FEET AND
SOUTH 89045130" WEST 40.00 FEET FROM THE CENTERLINE INTERSECTION OF
SAID 15TH STREET SOUTHWEST AND INDUSTRY DRIVE SOUTHWEST;
41, THENCE SOUTH 0001413011 EAST 112.53 FEET ALONG LAST SAID EASTERLY
LINE TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A
p RADIUS OF 25.00 FEET;
L THENCE SOUTHERLY, SOUTHWESTERLY AND WESTERLY 38.12 FEET ALONG SAID
0 CURVE AND EASTERLY LINE TO SAID NORTHERLY MARGIN OF 15TH STREET
SOUTHWEST;
THENCE SOUTH 87007'56" WEST 8.53 FEET ALONG SAID NORTHERLY MARGIN
TO THE TRUE POINT OF BEGINNING.
THE PARCELS DESCRIBED ABOVE CONTAIN 32,984 SQUARE FEET, MORE OR
LESS.
SITUATE IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON.
f A. 1#/ THE HAPSMITH COMPANY
04, SUPERMALL PROJECT
WILLIAM A. HICKOX, P.L.S.
BRH JOB NO. 93083.04/SUR 61B
: FEBRUARY 25, 1994
REVISED APRIL 1, 1994
3/3
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190 26'
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S 00'34'56" E t
POw1 OF COMMENCING: - •N 64'0:'12" •
TU COR. LOT C T -36
S 6919-52" •
S 1412.3 0' R 3&00''
Y .:P) L - 11.69'
T.P.O.B.
o - 2sao'2%" a W
R - 35.00'
L - 45.00'
S 8925'01 w ;T
4 00
I A 30'05'32'
N CO']a'S6' .
285.00'
"Q" STREET.
S 00.34.56• E
N 00134'56' W 147.03'
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N 88'38'10' E ,H rn
4.00'
N 01,21"50' W
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N 88.38'10" E
146.00'
S 0121'50' E
8.00
N BMW E
N 01,21'50" 'N
..N 88.38.10" E
85.6'
P.O.B.
S.w. MR. LOT 29
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N 01'21'50" N '
1.50
SCE = 10-W CITY OF AUBURN
WA9WO" STAIE DEPARTMENT of PUBUC WORKS
Coo~TM1E~ ENGINEERING (WSION
TOTAL PARCEL AREA
SQ.FT.
RIGHT OF WAY & EASEMEN
RIGHT OF WAY TAKE
4M TAMMY PArAM
2108 EmvmY PARcm SQ.FT. PARCEL No.
SIDEWALK & UTILITY ESMNT. OWNER: THE HAPSMITH COMPANY
SQ.FT.
K 4 -4.34
200.66'
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50.00'
N 66'38'10' E
58.60'
t,21'50' E
rr
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8.00
~
8 0' E
4.00'
N
4.00'
#
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N 68'18'14" E
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SCALE a 1'-50•
wASHNGM STATE
000RDINAN SYS713i
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I DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
TOTAL PARCEL AREA
SQ.FT• RIGHT OF WAY & EASEMENTS
RIGHT OF WAY TAKE
25,geo _ SQ.FT. PARCEL No.
SIDEWALK & UTILITY ESMNT. OWNER: ills -smm
SQ.FT.
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INDUSTRY DR. S.W.
-
r: 112 53* 23.88
s ,
N a0'1a30' 10000 ;
N 39, 0" E N 59.45'70 E
4.00 9.00' /
9'!0' w/
N p6.p J
Q x 03":5 4~' N m
R 35 0' v
T ^1.55 T. P.O. B.
L S8 73' sa a - ;353'44-
S 35.00'
47.00'
o to
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J W 47.0a'
SCALE o V-50'
WASHO OTON STATE
COORDINATE SYSUM
NORTH ZONE
TOTAL PARCEL AREA
- SQ.FT.
RIGHT OF WAY TAKE
921 SO. FT.
SIDEWALK & UTILITY ESMNT.
- SQ. FT.
I
L~
PANT OF :OI4IaEVC,NG
1
S.E. COR. LET
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POINT 'A"
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DEPARTMENT OF PUBLIC WORKS
I J
ENGINEERING DIVISION 11
RIGHT OF WAY & EASEMENTS
PARCEL No. _
OWNER: