HomeMy WebLinkAboutPermit 90-01-SS - BEDFORD PROPERTIES - GATEWAY NORTH II SHORT PLAT90-01-SS 90-02-SS
EAST MARGINAL WAY SOUTH
WEST MARGINAL WAY SOUTH
SOUT OF DUWAMISH RIVER
GATEWAY NORTH 2
9003121481
LEGAL DESCRIPTIONS
Before the short subdivision:
After the short subdivision:
Return to:
(29 /PLAT.LEGAL).
This space reserved for
recorder's use
Filed for record at
the request of:
Name
Planning Department
City of Tukwila
6200 Southcenter Boulevard
Tukwila, Washington 98188
tT PLAT NO. 904-.55
CITY OF TUKWILA, WASHINGTON
gO RECD i F
RECFEE
REV S
CASHSL
RECEIVED 'HIS DAY,
MAR 12 13 Ili `911
BY THE D iv.:1 ;' N OF
RECORDS & i : H UNS
KING COUN IY
R ft14-- 454 avt—
Assessor
*1481 A
13.00
2.00
26.00
** *41.00
APPROVAL '
Reviewed and approved by the
Short Subdivision Committee
and hereby certif for filing
this {day of 76 /11611L II. , 41 9.
i
19 76
Chairman
Short Subdivision Committee
DEPARTMENT OF ASSESSMENTS
Examined 1aand uppr3vd this
Y►
day of �` , 19 TO .
Deputy Assessor
PoR. /02304 —q6, Z.
90 4-4
a 92 -30 4- -9O c &
112-OF Neil 9 -2.3
kJ,/ 2_ of / j J J - / ' .? i14Pv
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CU
CV
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CD
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•
556.57.3
•
N
/ �D.
N 5799
PARCEL A: •
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1.
\ \ 1
•s,
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70 . I
; L33 \
551.64. N 15 27 21 E
I T. "° 75.56'
/ 1 'r
t? . PROP .
' i LOT 1 .. 1 :L 12
� I , ` •
► .
t L14
I L15 •
PARCEL C. i L31 '',._.: • L16
CD I
L37
5 0' I NGRESS AND 1 . ! I i o
Isn CA EGRESS AND - Q r
UTILITIES ESMT.. ' I '-- I I
I
.. 71 . I .
.. �n \ ' r .. PROPOSED . TO Mi
�+ LOT 2 1 ;x
C / V' RIVER PROTECTION,
tx;
( ieneocommmBN .SERERATtiiiiTRIINENTIJ
EWM 26.0
Land Surveyor's Certificate:
This Short Plat correctly represents a..
survey made by me or under my direction
in conformance with the requirements of
appropriate state statute and has been
properly staked.
Name: MARK S. HARRISON
Date: 24 AUGUST 1989
Certificate No. 21467
Short Plat No.
(29 /PLAT.MAP)
C UR V E
C2
C4
AN�f Ei►T �—��',
4 .12
1
ARC DELTA RADIUS
4'26'56" 748.51
15'51 28' 170.00
LINE
L1
L9..
L10
L11
L12 •
1.13
L•14
L15
L16
L17
Lie
L19
L20 .
L23
L25
L27
L31
L32
L33
,L34
L35•
:137
;L38
BEARING
S 11'16'04' E
N 78'45'29' E
N 74'19'24' E
N 82'57•' 17"E
S 65'02'06' E
N 88'37.'47' E
N 88'33'28' E
S 86'42'28' E,
S 87'37'03' E
S 86'05'01' E
N 89'00'14' E
N 80'58'20' E
N 80'09'52' E
N 7'08'23' W
S 81'20'44" E
N 82'47'48' E
N 10'34'25' E
S 53'07'03' E
S 74'32 •E
S 74'32'39'
S 78'39'54' E
S 87'37'03' E
S 48'02'30' E
DISTANCE
359.38
154.79
118.33
108.87
•
•e:14
61.40
35.76
45'.57
57.17
114.12
84.03
132.81
126.12
55.24
• 447.24
50.23
321.45
• 74.03
12.60
212..89
128 ;28
10.83
175.40
Map on File in Vault
Direction:
� 2 �
200
100 0
SCALE: 1"=200'
Stamp:
NJ "
Page a of
200
NEW PARCEL "B"
That portion of Government Lot 3 and the Southeast quarter of the Northeast
quarter, all of Section 9, Township 23 North, Range 4 East of the Willamette
Meridian in King County, Washington, together with that portion of Government
Lot 6 and the Southwest quarter of the Northwest quarter, all in Section 10,
Township 23 North, Range 4 East of the Willamette Meridian described as
follows:
COMMENCING at a point of 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point of tangency of a curve whose radius
point bears North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4' 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15' 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described parcel;
THENCE South 74 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81' 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15' 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 9 condemned in Superior Court Cause No. 646697;
THENCE North 07' 08" 23" West, along said Westerly margin, 55.24 feet;
THENCE CONTINUING along said Westerly margin, North 11 16. 04" West, 359.38
feet, more or less, to the line of ordinary high water on the South side of
the Duwamish River;
THENCE South 80' 09' 52" West, along said line, 126.12 feet;
THENCE CONTINUING along said line South 80 58' 20" West, 132.81 feet;
THENCE CONTINUING along said line South 89' 00' 14" West, 84.03 feet;
THENCE CONTINUING along said line North 86° 05' 01" West, 114.12 feet;
THENCE CONTINUING along said line North 87° 37' 03" West, 68.00 feet;
THENCE CONTINUING along said line North 86° 42' 28" West, 45.57 feet;
THENCE CONTINUING along said line South 88° 33' 28" West, 35.76 feet;
THENCE CONTINUING along said line South 88' 37" 47" West, 61.40 feet;
THENCE CONTINUING along said line North 65' 02' 06" West, 8.14 feet;
THENCE CONTINUING along said line South 82' 57" 17" West, 108.87 feet;
THENCE CONTINUING along said line South 74' 19' 24" West, 118.33 feet;
THENCE CONTINUING along said line South 78 45' 29" West, 154.79 feet;
THENCE LEAVING said line South 53' 07' 03" East, 74.03 feet;
THENCE South 48' 02' 30" East, 175.40 feet;
THENCE South 74° 32' 39" East, 12.60 feet to the POINT OF BEGINNING of this
described parcel.
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
over, under and across a strip of land 50 feet in width being in the Northeast
Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
SR -99, South 118th Street to Junction S.S.H. No. 1..K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04' 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15' 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74 32' 39" East, 212.89 feet;
THENCE South 78 39' 54" East, 128.28 feet;
THENCE South 81' 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
2908.38 -1-
M6 3 o 9
_THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.03 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
BEGINNING at the aforementioned POINT OF BEGINNING;
THENCE North 15° 27' 21" East, 25.00 feet;
THENCE North 74° 32' 39" West, feet;
THENCE South 48° 02' 30" East, 56.02 feet;
THENCE South 74° 32' 39" East, 12.60 feet to the POINT OF BEGINNING.
PROJECT: SEAGATE CENTER
September 1, 1989
2908.38 2-
LEGAL DESCRIPTION - LOT 1 SHORT PLAT B
That portion of Government Lot 3 and the Southeast quarter of the Northeast
quarter, all of Section 9, Township 23 North, Range 4 East of the Willamette
Meridian in King County, Washington, together with that portion of Government
Lot 6 and the Southwest quarter of the Northwest quarter, all in Section 10,
Township 23 North, Range 4 East of the Willamette Meridian described as
follows:
COMMENCING at a point of 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point of tangency of a curve whose radius
point bears North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described parcel;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE North 10° 34' 25" East, 321.45 feet, more or less, to the line of
ordinary high water on the South side of the Duwamish River;
THENCE North 87° 37' 03" West, along said line, 68.00 feet;
THENCE CONTINUING along said line North 86° 42' 28" West, 45.57 feet;
THENCE CONTINUING along said line South 88° 33' 28" West, 35.76 feet;
THENCE CONTINUING along said line South 88° 37" 47" West, 61.40 feet;
THENCE CONTINUING along said line North 65° 02' 06" West, 8.14 feet;
THENCE CONTINUING along said line South 82° 57" 17" West, 108.87 feet;
THENCE CONTINUING along said line South 74° 19' 24" West, 118.33 feet;
THENCE CONTINUING along said line South 78° 45' 29" West, 154.79 feet;
THENCE LEAVING said line South 53° 07' 03" East, 74.03 feet;
THENCE South 48° 02' 30" East, 175.40 feet;
THENCE South 74° 32' 39" East, 12.60 feet to the POINT OF BEGINNING of this
described parcel.
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
over, under and across a strip of land 50 feet in width being in the Northeast
Chi Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
2908.41 -1-
PROJECT: SEAGATE CENTER
February 9, 1990
2908.41
BEGINNING at the aforementioned POINT OF BEGINNING.;
'THENCE North 15° 27' 21" East, 25.00 feet;
THENCE North 74° 32': 39" West, 62.74:feet;
THENCE South 48° 02'',30" East, 56•.02�,feet;
THENCE South 74° 32' 39" East, 12:60 feet to the POINT OF :BEGINNING.
LEGAL DESCRIPTION - LOT 2 SHORT PLAT B
That portion of Government Lot 6 and the Southwest quarter of the Northwest
quarter, all in Section 10, Township 23 North, Range 4 East of the Willamette
Meridian described as follows:
COMMENCING at a point of 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point of tangency of a curve whose radius
point bears North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet to the POINT OF BEGINNING of this
described parcel;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 9 condemned in Superior Court Cause No. 646697;
THENCE North 07° 08" 23" West, along said Westerly margin, 55.24 feet;
THENCE CONTINUING along said Westerly margin, North 11° 16' 04" West, 359 38
feet, more or less, to the line of ordinary high water on the South side of
the Duwamish River;
THENCE South 80° 09' 52" West, along said line, 126.12 feet;
THENCE CONTINUING along said line South 80° 58' 20" West, 132.81 feet;
THENCE CONTINUING along said line South 89° 00' 14" West, 84.03 feet;
THENCE CONTINUING along said line North 86° 05' 01" West, 114.12 feet to a
point which bears North 10° 34' 25' East and is 321.45 feet distant from the
POINT OF BEGINNING;
THENCE South 10° 34' 25" West, 321.45 feet to the POINT OF BEGINNING of this
described parcel.
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
over, under and across a strip of land 50 feet in width being in the Northeast
Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
SR -99, South 118th Street to Junction S.S.H. No. ,l -K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
2908.42 -1-
CV
C'')
O
PROJECT: SEAGATE CENTER
February 9, 1990
2908.42
BEGINNING'at the aforementioned POINT ... OF. BEGINNING,
• 'THENCE North 15° 27' 21" East, 25:0Vfeet •
THENCE North 74° 32' 39" West, 62.
THENCE South 48° 02' 30" East, 56.02fe.e
THENCE South 74° 32' 39" East, 12.60:: feet to POINT.OF BEGINNING:.
•
'DECLARATION:
Know all men by these presents that we, the undersigned, owner(s) in fee simple
and /or contract purchaser(s) of the land herein described do hereby make a
short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said
subdivision shall not be further divided in any manner within a period of five
years, from date of record, without the filing of a final plat. The undersigned
further declare this short plat to be the graphic representation of said short
subdivision and that same is made with the free consent and in accordance with
the desire of the owner(s).
In witness whereof we have set our hands and seals.
Name KIRSTEN BEDFO
X BY: BEDFORD PROPERTIES, INC.
Name A California Corporation
Their Attorney -In -Face
Name
STATE OF WASHINGTON
County of King
On this day personally appeared before me Joseph L. Layman
to me known to be the individual described in and who executed the within and
c0 foregoing instrument, and acknowledged that o f
the same as signed
c! free d
/7,,,Q fre., an voluntary act and3ed, for
CV the uses and purposes therein mentioned.
M GIVEN under my hand and official seal t his 1989 .
CD
O Y 3rd day of August
C ,
STATE OF WASHINGTON
County of King
On this day personally appeared before me
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that signed
the same as free and voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of , 19
Short P1 at Number 90 —J — .s
(29 /PLAT.SIG)
oseph S. Layma
Vice President
SIGNATURES
Name
Name
Name PETER B. BEDFO FO
Notary Pub4 i c in and for the State of
Washington, residing at
Notary Public in and for the State of
Washington, residing at
Page 9 of
9003121482
LEGAL DESCRIPTIONS
(29 /PLAT.LEGAL)
Name
Before the short subdivision:
After the short subdivision:
+•.,. , T PLAT NO. 9t-2
Filed for record at
the request of:
CITY OF TUKWILA, WASHINGTON
Return to: Planning Department
City of Tukwila
6200 Southcenter Boulevard
Tukwila, Washington 98188
This space reserved for
recorder's use
90/03/12
RECD F
RECFEE
90e091412
REV 5
CRSHSL
..RECEIVED HIS DM
BY THE Dl .'; . "': iiF;
RECORDS 1 IONS
KING COUN I r
APPROVAL
Reviewed and approved by the
Short Subdivision Committee
and hereby certified for filing
this // day
1976
#1462 R
13.00
2.00
* *411SL330 A
26.00
* * *St/. 00
Chairman
Short Subdivision Committee
DEPARTMENT OF ASSESSMENTS
Examined and approved this 11 —
day of ct.A 19q .
epoe-A,_
Assessor
Deputy Assessor
f}CCTS; ( 0 2304— 9 6 44 6i
o92.304- -9 - i�1 L✓
E11 ZOF NE, et- 9 - 1
W/z 0r 6i 7 BF
CURVE •:
..- ARC
DELTA
' RADIU
C2...,, ::,.,f
. •.58.12
4'26'56'
748.5
'C33.P0:.
;- • 392.59
30'03'0
748.5
.C4 •,Y+G_ 47.05
15'51'28"
170.0
151+64.4
48 +00
■
CC
1 1 PROPOSED
M LOT 9 ..'
c■i 20' METRO SEWER , •
ESMT. A.F.N. 8609301502
544.9 S
7
556 +57.3
1 J
60
Z
S
Z'
P
)
PAC
A.
•e: M 1 "
Land Surveyor's Certificate:
This Short Plat correctly represents a
survey made by me or under my direction
in conformance with the requirements of
appropriate state statute and has been
properly staked.
Name: MARK S. HARRISON
Date: 24 AUGUST 1989
Certificate No. 21467
Short Plat No.
(29 /PLAT.MAP)
CIFIC H
200
Page
i
■LINE
•L2 •
.L21
L22
L23
L24
L25
L28
4.29
L30
L34
L35
L36
BEARING
' •N 79'41•'19' W
S 79'41' E
S 79'41'197 E
N 7'08'23' W
N .8'39'16' E
S.81'20 E
N 81'20'44' W
N 74'32'39' W
N 8'39`16' E
S 74'32'39' E
S 78'39'54' E
N 15'27'21' E
E
'L27
NB2.R7 -49'
Map on File in Vault
Direction:
100 0
SCALE: 1"=200'
St amp: .
200
DISTANC
• 359.2
• 188.6
170.5
55.2
73.0
447.2
75 :5
• 12.6
71.9
212;81
' 128.21
75.51
-4.01,(3
NEW PARCEL "C"
2908.39 -1-
That portion of Government Lot 3 and the Southeast quarter of the Northeast
quarter, all of Section 9, Township 23 North, Range 4 East of the Willamette
Meridian in King County, Washington, together with that portion of Government
Lot 6 and the Southwest quarter of the Northwest quarter, all in Section 10,
Township 23 North, Range 4 East of the Willamette Meridian described as
follows:
COMMENCING at a point 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point of tangency of a curve through a point
bears North 42' 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described parcel;
THENCE South 74 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82' 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 9 condemned in Superior Court Cause No. 646697;
THENCE South 07' 08" 23" East, along said Westerly margin, 544.81 feet to a
line that is 60 feet North of and parallel with the Engineer's B -line, as
shown on Sheet 1 of 7 for right -of -way, SR -99, South 118th Street to Junction
S.S.H. 1 -K as approved July 23, 1957;
THENCE North 88° 10" 42" West, along said parallel line, 630.87 feet to a
point 60 feet right of Engineer's Station B 548 + 00, said right -of -way plans;
THENCE North 79° 41' 19" West, along said Northerly margin, 359.21 feet to a
point 70 feet right of Engineer's Station H 551 + 64.4, said point also being
a point of curvature concave to the North whose radius point bears North 10°
18' 41" East, and is 748.51 feet distant;
THENCE Northwesterly along said curve through a central angle of 30° 03" 04 ",
CV an arc distance of 392.59 feet;
THENCE North 41' 57' 30" East, 499.81 feet;
THENCE North 15 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
N described parcel.
CD SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
CD over, under and across a strip of land 50 feet in width being in the Northeast
Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78 39' 54" East, 128.28 feet;
THENCE South 81 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82' 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
pi #64 3 , oFj ..1-
PROJECT: SEAGATE CENTER
September 1, 1989
2908.39
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
BEGINNING at the aforementioned POINT OF BEGINNING;
THENCE North 15° 27' 21" East, 25.00 feet;
THENCE North 74° 32' 39" West, 62.74 feet;
THENCE South 48° 02' 30" East, 56.02 feet;
THENCE South 74° 32' 39" East, 12.60 feet to the POINT OF BEGINNING.
LEGAL DESCRIPTION - LOT 1 SHORT PLAT C
That portion of Government Lot 3 and the Southeast quarter of the Northeast
quarter, all of Section 9, Township 23 North, Range 4 East of the Willamette
Meridian in King County, Washington, together with that portion of Government
Lot 6 and the Southwest quarter of the Northwest quarter, all in Section 10,
Township 23 North, Range 4 East of the Willamette Meridian described as
follows:
BEGINNING at a point of 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point of tangency of a curve whose radius
point bears North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 08° 39' 16" East, 71.94 feet;
THENCE North 74° 32' 39" West, 12.61 feet;
THENCE South 13° 54' 59" West, 491.90 feet to a point on said Northeasterly
margin of SR -99;
THENCE North 79° 41' 19" West, along said Northeasterly margin 188.63 feet to
a point 70 feet right of Engineer's Station "H" 551 + 64.4, said point also
being a point of curvature concave to the North whose radius point bears North
10° 18' 41" East, and is 748.51 feet distant;
THENCE Northwesterly along said curve through a central angle of 30° 03' 04 ",
an arc distance of 392.59 feet to the POINT OF BEGINNING of this described
parcel.
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
over, under and across a strip of land 50 feet in width being in the Northeast
CV Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
CO 23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
CV
COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
O point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
CD SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
BEGINNING at the aforementioned POINT OF BEGINNING;
THENCE North 15° 27' 21" East, 25.00 feet;
THENCE North 74° 32' 39" West, 62.74 feet;
THENCE South 48° 02' 30" East, 56.02 feet;
THENCE South 74° 32' 39" East, 12.60 feet to the POINT OF BEGINNING.
PROJECT: SEAGATE CENTER
February 9, 1990
2908.43
/�i9G G .5 " op _L__
2908.44
LEGAL DESCRIPTION
That portion of Government Lot 6 and the
quarter, all in Section 10, Township 23
Meridian described as follows:
COMMENCING at a point of 70 feet right o
being a point on the Northeasterly margi
right -of -way, SR -99, South 118th Street
July 23, 1957, said point being a point
point bears North 42° 02' 03" East and i
THENCE Southeasterly along said margin a
of 4° 26' 56 ", an arc distance of 58.12
THENCE North 41° 57' 30" East, 499.81 fe
THENCE North 15° 27' 21" East, 75.56 fee
THENCE South 74° 32' 39" East, 212.89 fe
THENCE South 78° 39' 54" East, 128.28 fe
described parcel;
THENCE South 08° 39' 16" East, 71.94 fee
THENCE North 74° 32' 39" West, 12.61 fee
THENCE South 13° 54' 59" West, 491.90 fe
margin of SR -99;
THENCE South 79° 41'
a point 60 feet right
plans;
THENCE South 88° 10' 42" East, along sai
THENCE North 07° 12' 12" West, 463.65 fe
THENCE North 08° 39' 16" East, 73.00 fee
44" East and is 371.65 feet distant fro
THENCE North 81° 20' 44" West, 371.65 fe
COMMENCING at a point 70 feet right of
point on the Northeasterly margin as sh
SR -99, South 118th Street to Junction S.
1957, said point being a point of tange
North 42° 02' 03" East and is 748.51 fe
THENCE Southeasterly along said margin
of 04° 26' 56 ", an arc distance of 58.1
THENCE North 41° 57' 30" East, 499.81 f
THENCE North 15° 27' 21" East, 75.56 fe
described line;
THENCE South 74° 32'
THENCE South 78° 39'
THENCE South 81° 20'
the North;
THENCE Easterly along said curve having
central angle of 15° 51' 28 ", an arc di
THENCE North 82° 47' 48" East, 101.13 f
portion of said Section 10 condemned in
the terminus of this described line.
39"
54"
44"
East, 212.89 f
East, 128.28 f
East, 447.24 f
TOGETHER WITH that portion of said Nort
follows:
BEGINNING at the aforementioned POINT 0
THENCE North 15° 27' 21" East, 25.00 fe
THENCE North 74° 32' 39" West, 62.74 fe
THENCE South 48° 02' 30" East, 56.02 fe
THENCE South 74° 32' 39" East, 1.60 fe
PROJECT: SEAGATE CENTER
February 9, 1990
2 SHORT PLAT C
Southwest quarter of the Northwest
orth, Range 4 East of the Willamette
Engineer's Station "H" 556 + 57.3,
as shown on Sheet 1 of 7 for
o Junction S.S.H. No. 1 -K as approved
f tangency of a curve whose radius
748.51 feet distant;
t said curve through a central angle
eet;
t;
t;
t to the POINT OF BEGINNING of this
t to a point on said Northeasterly
19" East, along sai • Northeasterly margin, 170.58 feet
of Engineer's Station "B" 548 + 00, said right -of -way
Northeasterly margin, 388.24 feet;
t;
t to a point that bears South 81° 20'
the POINT OF BEGINNING;
t to the POINT OF BEGINNING.
to
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
over, under and across a strip of land 50 feet in width being in the Northeast
Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamett Meridian, in King County, Washington,
lying 25 feet on each side of the folio ing described line:
ngineer's Station H 556 +57.3, being a
on Sheet 1 of 7 for right -of -way,
S.H. No. 1 -K as approved July 23,
cy of a curve whose radius point bears
t distant;
nd said curve through a central angle
feet;
et;
t to the POINT OF BEGINNING of this
et;
et;
et to a point of curvature concave to
a radius of 170.00 feet through a
tance of 47.05 feet;
et to the Westerly margin of that
Superior Court Cause No. 646697 and
east quarter of Section 9 described as
BEGINNING;
t;
t;
t;
t to the POINT OF BEGINNING.
pi96G pF _9„
' LEGAL DESCRIPTION - LOT 3 SHORT PLAT C
That portion of Government Lot 6 and.the..Southwest quarter of the Northwest
quarter, all in Section 10, Township-23 North, Range 4 East of the Willamette
Meridian described as follows:
COMMENCING at a point 70 feet right of Engineer's Station "H" 556 + 57.3,
being a point on the Northeasterly margin as shown on Sheet 1 of 7 for
right -of -way, SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved
July 23, 1957, said point being a point'of tangency of a curve through a point
bears North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 4° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 371.65 feet to the POINT OF BEGINNING of this
described parcel;
THENCE CONTINUING South 81° 20' 44" East, 75.59 feet to a point of curvature
concave to the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section'9 condemned in Superior Court Cause No. 646697;
THENCE South 07° 08" 23" East, along said Westerly margin, 544.81 feet to a
line that is 60 feet North of and parallel with the Engineer's B -line, as
shown on Sheet 1 of 7 for right -of -way, SR -99, South 118th Street to Junction
S.S.H. 1 -K as approved July 23, 1957;
THENCE North 88° 10" 42" West, along said parallel line, 242.63 feet;
THENCE North 07° 12' 12" West, 463.65 feet;
THENCE North 08° 39' 16" East, 73.00 feet to the POINT OF BEGINNING of this
described parcel.
SUBJECT TO AND TOGETHER WITH an easement for ingress, egress and utilities
CV over, under and across a strip of land 50 feet in width being in the Northeast
st Quarter of Section 9, and the Northwest Quarter of Section 10, all in Township
23 North, Range 4 East of the Willamette Meridian, in King County, Washington,
lying 25 feet on each side of the following described line:
Cr)
O COMMENCING at a point 70 feet right of Engineer's Station H 556 +57.3, being a
CD point on the Northeasterly margin as shown on Sheet 1 of 7 for right -of -way,
SR -99, South 118th Street to Junction S.S.H. No. 1 -K as approved July 23,
1957, said point being a point of tangency of a curve whose radius point bears
North 42° 02' 03" East and is 748.51 feet distant;
THENCE Southeasterly along said margin and said curve through a central angle
of 04° 26' 56 ", an arc distance of 58.12 feet;
THENCE North 41° 57' 30" East, 499.81 feet;
THENCE North 15° 27' 21" East, 75.56 feet to the POINT OF BEGINNING of this
described line;
THENCE South 74° 32' 39" East, 212.89 feet;
THENCE South 78° 39' 54" East, 128.28 feet;
THENCE South 81° 20' 44" East, 447.24 feet to a point of curvature concave to
the North;
THENCE Easterly along said curve having a radius of 170.00 feet through a
central angle of 15° 51' 28 ", an arc distance of 47.05 feet;
THENCE North 82° 47' 48" East, 101.13 feet to the Westerly margin of that
portion of said Section 10 condemned in Superior Court Cause No. 646697 and
the terminus of this described line.
TOGETHER WITH that portion of said Northeast quarter of Section 9 described as
follows:
2908.45
PAS .,. aF .�.
PROJECT: SEAGATE CENTER
February 9, 1990
2908.45
BEGINNING at the aforementioned POINT.;QF ; < BEGINNING;
THENCE North 15° 27' 21" East, 25 ':,00. ZEe
THENCE North 74° 32' 39" West, 62.741
THENCE South 48° 02' 30" East, 56
THENCE South 74° 32' . 39" East, 1
•
the POINT OF BEGINNING.
DECLARATION:
Know all men by these presents that we, the undersigned, owner(s) in fee simple
and /or contract purchaser(s) of the land herein described do hereby make a
short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said
subdivision shall not be further divided in any manner within a period of five
years, from date of record, without the filing of a final plat. The undersigned
further declare this short plat to be the graphic representation of said short
subdivision and that same is made with the free consent and in accordance with
the desire of the owner(s).
In witness whereof we have set our hands and seals.
N ame KIRSTEN BEDFORD Nam 4 , B. BEDFO 2
X BY:
Name
Name
BEDFORD PROPERTIES, INC.
A California Corporation
Their Attorney -In -Fad*
By: Joseph S. Layman
Vice President
STATE OF WASHINGTON
County of King
SIGNATURES
On this day personally appeared before me
STATE OF WASHINGTON
County of King
On this day personally appeared before me
(29 /PLAT.SIG)
Short Plat Number 9 — A
Name
Name
Joseph L. Layman
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that ;, signed
the same as /260 free an voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this 3rd day of August
,`,71/7 Me_ti a . 'A4/,6u0.)
otary Public in and for the State of
Washington, residing at
/6/2e (J // ,1/7 (n Or)
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that signed
the same as free and voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this day of , 19
19 89 .
Notary Public in and for the State of
Washington, residing at
Page IF of
f
• •
'TO:
FROM:
DATE:
City of Tukwila
PUBLIC WORKS DEPARTMENT
6300 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -0179
Ross A. Earnst, P.E. Director
RICK BEELER /VE
PHIL FRASER
OCTOBER 23, 1989
MEMORANDUM
N UMETSU /DARREN WILSON
SUBJECT: BLA REVIEW OF GATEWAY NORTH FOR BOUNDARY LINE ADJUSTMENT
REVIEW THROUGH PLANNING DEPARTMENT — PUBLIC WORKS REVIEW COMMENTS
THE FOLLOWING DOCUMENTS WERE PROVIDED FOR THIS REVIEW:
1. PHASE I GATEWAY NORTH — KING COUNTY PERMITS AND OTHER APPROVALS
INCLUDING WASHINGTON STATE DEPARTMENT OF FISHERIES HYDRAULIC
PERMIT, US ARMY CORPS OF ENGINEERS 404 PERMIT, WSDOT DRAINAGE
PERMIT, RING COUNTY REZONE AND SUBSTANTIAL USE PERMIT, DOE WATER
CERTIFICATION.
2. 10/19/89 REVISED BLA MAP
3. OCTOBER 17, 1989 BARGHAUSEN LETTER TO PHIL FRASER RESPONDING TO
PUBLIC WORKS CONCERNS AND INFORMATION REQUESTS.
4. COPY OF APPROVED INTERURBAN AVE. BRIDGE REPLACEMENT PROJECT BY
KING COUNTY.
5. TRIP GENERATION STUDY AND TRAFFIC ANALYSIS COMPLETED BY TVA
CONSULTANTS FOR COUNTY.
6. OCTOBER 13, 1989 BARGHAUSEN LETTER TO NICK OLIVAS
7. REFERENCE FULL DEVELOPMENT SITE PLANS INCLUDING PHASE I AND
FUTURE PHASES — FOR REFERENCE ONLY
THE PUBLIC WORKS DEPARTMENT HAS REVIEWED THE 10/19/89 MAP AND
PROVIDES THE FOLLOWING COMMENTS RELATED TO THE CITY'S BLA PROCESS
ONLY:
1. THE PROPOSED DIKE EASEMENT REQUIRED BY THE COUNTY SHALL NOW BE
IDENTIFIED FOR REQUESTED FOR DEDICATION TO THE CITY. ALSO, THE
FORMAT OF THE EASEMENT SHALL BE PER AN EXAMPLE PROVIDED BY PUBLIC
WORKS AND AGREEABLE TO THE TUKWILA CITY ATTORNEY. FINALLY, THIS
EASEMENT SHALL INCLUDE A TRAIL EASEMENT MEETING THE REQUIREMENTS
OF THE CITY'S RECREATION DIRECTOR (SAMPLE INCLUDES TRAIL ELEMENT).
MEMORANDUM
RICK BEELER /VERNON UMETSU /DARREN WILSON
OCTOBER 24, 1989
PAGE TWO
ATTACHMENTS
XC RON CAMERON
PAT BRODIN
DEVELOPMENT FILE: GATEWAY NORTH BLA COMMENTS
THE DEDICATION THIS EASEMENT SHOULD GO TO THE CITY COUNCIL FOR
ACCEPTANCE AS PART OF THE BLA PROCESS, IF POSSIBLE.
2. BECAUSE STORM AND WATER LINES CROSS BLA BOUNDARIES, AN
INTERPROPERTY EASEMENT FOR SAID FACILITIES WHICH IDENTIFIES HOW
THESE LINES WILL BE REPAIRED, MAINTAINED AND /OR REPLACED BETWEEN
THE OWNERSHIPS. THIS EASEMENT SHALL BE PROVIDED THROUGH THE BLA
PROCESS.
3. IT IS NOTED THAT WATER AND SEWER AVAILABILITY LETTERS FROM WD
#125 AND VAL VUE SEWER DISTRICT HAVE BEEN PROVIDED.
4. IT IS NOTED ON THE REVISED BLA MAP THAT A 50' INGRESS, EGRESS
AND UTILITIES EASEMENT WILL BE PROVIDED AS PART OF THE BLA FOR THE
PRIVATE ROADWAY AND UTILITIES.. THIS EASEMENT SHALL IDENTIFY: HOW
ROADWAYS AND UTILITIES WILL BE REPAIRED, MAINTAINED AND /OR REPLACED
BETWEEN THE OWNERSHIPS.
5. THE BLA DOES NOT IMPACT TRAFFIC MITIGATIONS DETERMINED BY THE
COUNTY. THE BLA DOES NOT OBLIGATE THE CITY TO ACCEPT THE TRAFFIC
MITIGATIONS REQUIRED BY KING COUNTY.
DATE: ' 24 AUGUST 1989
D Approval is hereby granted subject to:
[1 Disapproved because:
(29 /BLA.ILLUS)
ILLUSTRATION OF
PROPOSED BOUNDARY LINE ADJUSTMENT
NOTE: APPROVAL, IF GRANTED, WILL REQUIRE A SURVEY BY A LICENSED SURVEYOR.
(Do not write below this line.)
************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Original to File Planner:
cc: Engineering Date:
Building
Copy to
applicant on