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86-67-sub
BARGHAUSEN SILVERVIEW BOUNDARY LINE ADJUSTMENT
LEGAL DESCRIPTIONS
Lot 19,
Lot 20,
74
Before the adjustment:
n
n
After the adjustment:
See attached descriptions.
(29 /BLA.LEGAL)
BOUNDARY LINE ADJUSTMENT /LOT CONSOLIDATION
CITY OF TUKWILA, WASHINGTON
FILE NO. 67-7 lot
Lot 18, Silverview. Vol. 138 of Plats, Pages 81 - 83.
n ►► n n It n
n
Filed for record at
the request of:
Return to: Planning Department
City of Tukwila
6200 Southcenter Boulevard
Tukwila, Washington 98188
n ►►
Page
Our Job No. 2262
12/ 11
RECD .
REP
�= t 1 S-H L.
cox
10 , t i
APPROVAL
Department of Planning: Examined
an .pproved this — f , Z.4 day of
44 o f , 1987 . .
1
%ir ct• Iepartment of Planning
Dept. of Public Works: Examined
d approved this 54 day of
Direc or, Dept. Public Works
1 9 jie7
w `=f
PROJECT: SILVERVIEW
Prepared by: Dick Mursell, P.L.S.
November 2, 1987
2262.41
A tract of land in the Northwest quarter of Section 26, Township 23 North, Range 4
East of the Willamette Meridian, King County, Washington. being part of Lots 18 and 19
of the plat of Silverview recorded in Volume 138 of plats, pages 81 to 83, records of
King County and being described as follows:
BEGINNING at the most Northerly Northwest corner of said Lot 18;
THENCE South 88° 03' 22" East, 140.00 feet to the Northeast corner of said Lot;
THENCE South 01° 08' 33" West, 99.98 feet to the Southeast corner of said Lot;
THENCE South 88° 08' 28" West, 140.18 feet along the South line of said Lot to a point
in. the Southerly extension of the North 55.00 feet of the West line of said Lot;
THENCE North 01° 08' 33" East, 89.28 feet along said Southerly extension and along said
line to a point that is South 01° 08' 33" West, 20.00 feet from the point of beginning;
THENCE North 88° 03' 22" West, 51.03 feet parallel with the North line of said Lot 18;
THENCE North 83° 54' 39" West, 84.52 feet to a point in the East line of 53rd Place
1•4 South that is South 01° 03' 56" West, 31.59 feet from the Northwest corner of said
Lot 19;
;',.) THENCE North 01° 03' 56 East, 20.08 feet along the East line of said 53rd Place South;
THENCE South 83° 54' 39" East, 85.58 feet to an angle corner in the East line of said
Lot 19;
THENCE South 88° 03' 22" East, 50.00 feet to the POINT OF BEGINNING.
of
� =
2262.43
SILVERVIEW BOUNDARY LINE ADJUSTMENT
PARCEL "C"
A tract of land in the Northwest quarter of Section 26, Township 23 North, Range 4
East of the Willamette Meridian, King County, Washington being all of Lot 20 and the
following described portion of Lot 19 of the plat of Silverview, recorded in Volume 138
of plats, pages 81 to 83, records of King County;
BEGINNING at the Southwest corner of said Lot 20;
THENCE South 88° 56' 04" East, 85.28 feet to the Southeast corner of said Lot 20;
THENCE South 01° 08' 33" West, 19.00 feet along the East line of said Lot 19 to an
angle corner therein;
THENCE North 83° 54' 39" West, 85.58 feet to the East line of 53rd Place South at a
point that is South 01° 03' 56" West, 11.51 feet from the point of beginning;
THENCE North 01° 03' 56" East, 11.51 feet to the POINT OF BEGINNING.
CO
SUBJECT to an easement for sanitary sewer on and in the East 10 feet of the entire
..� hereinbefore described parcel.
:.♦
t1Z PROJECT: SILVERVIEW
ci Prepared by: Dick Mursell, P.L.S.
November 2, 1987
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 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 adjustment /lot consolidation and the same is made with the
free consent and in accordance with the desire of the owner(s).
In wit
Name
Name
Name
Name
STATE OF WASHINGTON
County of King
TATE OF WASHINGTON
Co of King
(29 /BLA.DECLAR)
have/set our hands and seals.
Name
Name
Name
Name
On this day personally appeared before me - /6or7/ << /7, ezr- h,4.u,e :r7
to me known to be the individual described in and who executed the within and
foregoing instrument, and acknowledged that signed
the same as hr's free and voluntary act and deed, for
the uses and purposes therein mentioned.
GIVEN under my hand and official seal this 2 day of Nov, , 190'7.
Notary Public in and for the State of
Washington, residing at
On this day pe •nally appeared before me
to me known to be the
foregoing instrument, and
the same as
the uses and purposes ti n men ned.
GIVEN under and and official seal t
cu e the within and
signed
free and voluntary act and deed, for
day of , 19
Notary Public in a = for the State of
Washington, residing a
Page ,�
BOUNDARY LINE ADJUSTMENT
• IN N.W. 1/4 SEC. 26, T. 23 N., R. 4 E., W.M.
LOTS 18, 19 & 20, SILVERVIEW Io
TUKWILA, KING COUNTY, WASHIN ��rn
• l
w
25'
1
1-
64.99'
EXTG.I0'SAN.SEW. ESM'T.
150.43'
7
85.58' 1
i - - �
aol 84
N83054.52'3,94 .52'3,gN83054.52'3,94 ` 51.03
ro t .; N 88 °03'22 "W
FtGE Q F1. ......--
888°03 190.00'
EXTG. PRIVATE 10 ST. DR. ESM_T._ _ _ _ _ _
80.78'
P RG0 5a F1 .
cv , G
C
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0)
140. IS
25'
25'
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Li.
C)
M W
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E. 5
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W
25'
)&74°40
R =25.00'
EXTG.I0' UTILITIES
ES M' T.
,A=64°46'25"
R =50.00'
Land Surveyor's Certificate:
Name: R.W. MURSELL
Date: 12/2/87
MAP
S 88°56'04"E
'
0
00
'
O
SURVEY FOR THB COLORADO
This Boundary Line Adjustment /Lot Consolida-
tion correctly represents a survey* made by
me or under my direction in conformance with
the requirements of appropriate State statute.
Certificate No. 23856
N88 °03'22"W
• N 88 °08'28E
THIS PORTION OF
PRIVATE STORM DRAIN ESM'T.
TO BE VACATED UPON APPROVAL
OF THIS B.L.A.
EXTG. I0' SAN.
SEW ESM'T.
EXTG.10' ST.
.�� DR. ESM'T.
EXIST. STORM SYSTEM BY EASEMENT.
Map on File in Vault
Direction:
Scale: 1"=50
Stamp:
LEGEND
- ORIGINAL LOT LINE
•,ADJUSTED LOT LINE
I /2 "X 24" IRON RODS SET AT
ADJUSTED LOT CORNERS.
I0' STORM DRAIN ESM'T.
TO REMAIN IN EFFECT
DEC -8 1987
CITY OF TUKVVILA
PLANNING DEPT.
PLAT OF SILVERVIEW
CONSTRUCTION OF ACCESS / PRIVATE DRIVEWAY 70
PCL. "A" & NEW SIDE /SEWER TO PCL. "B" SHALL PRESERVE
* A lot consolidation does not require a survey
of the perimeter unless the lines are adjusted.
(29 /BLA,MAP) Page of
Barghausen Consulting Engineers Inc.
Land Planning, Survey S Engineering Specialists
18215 72nd Ave. S. Kent, WA. 98032
(206) 251 -6222
M
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BCE #2262
Zoning
District
"
"9.6"
"9.6" & "12"
Existing
Use
Vacant
Vacant
_
Vacant
Proposed
Use
Residential
Residential
Residential
Proposed
Lot Size
17,390 S.F.
11,470
13,620
' ;:L....,.,ifi'.'3 t�. iL�... %:vz.%. "�.;..'- .(ivM >ik'siG. >+.c+..•...t�t3:t•i. w.::u�i:.rta caves:G:.:�.:, rta>`- ar:i.ri.:�.w.
R JOB NO.
BOU DARY LINE ADJVdTMEOUNT OR 2262
LOT CONSOLIDATION APPLICATION
APPLICANT Name:
PARCELS:
(29 /BLA.APP)
City:
Signature
LOCATION Street
Address:
THB Colorado Corporation
Address 48215 - 72nd Ave. S.
Kent, WA
If vacant, indicate lot(s), block, and subdivision; or
tax lot number, access street, and nearest intersection.
NW
QTR SECTION
16420, 16416 & 16406
53rd P1. S.
-A-
DATE•OF LAST PLAT: September 1987
La�>r�rr:t. : Slxawr ^.,ry.�r.vrrw.ww..avcaaw.
26
SECTION
-B-
-C-
TOWNSHIP
23
t4 ow.,,,,m
Zip: 9803 Phone: (206)251 -6222
Date:
447
4
RANGE
-D-
SILVER VIE W
N.W. 1/4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M.
kg CITY OF TUKWILA, KING COUNTY, WASHINGTON
_ ! C �A F N . - 53 4
WAY_
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285'
4
84.41
762'
10
5
90.00'
N88°03 "W
FNO 4 ".4 "
MON W /LEAD 6
TACK INCASE
S27 38 "E
47.64
329•35' 31"W
47.84'
125.08'
N88.58' 04 "W
150.65'
S88•56' 04 "E
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0
OI
PS
ri
PS
I
2
1FT DEED TO PUBLIC AFN.5935495
S 88 °0322 "E . M 26757' 351.33'
MA-TV
ExIST STORM
SEWER ESM'T
AFN. 5094325 IO'
.a 2,
LOT LINE
2500` Jm
I1
I
/40
*1 n r r
10
i
0
N
25'
15.2
N8q•18' 18 "E
5
&
0
0
r9
O,
5
to -•.f FF ,.._
22 i:..
_
25' � O
N88.56' 04 "W
1 150.53'
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SOWS.' o4" E 1 loo
cn
°_° I 150.43'
5' 20
J ' ,.-'
25'
a tr
In
2I
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19
\\ `J � 32 5Z.
3 5
• 9
( R/
50
•
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Q
13
LOT LINE
5 10'
129.27'
S.
ap
21
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e„.
0 9.
W
74 00
0
5 '
I
10'
5
ee
▪ 15
Maintenance of landscaping
between bock of curb 81
sidewalk shall be the
responsibility of the adjacent
lot owner on a projected lot
line basis.
Yrki
9 71
S89 49 "W 212.10'
O ESM'T fL
O
to
`'. 24 •0
\ ,_ _ -
0
Lei
U,
N88 28''E 220.96'
16
17
o'
*Maintenance of traffic island
at A shall be the responsibility
of owners of Lots 7 a 8 and
for maintepgpce of traffic
island at ' C shall be the
responsibility of owners of
Lots 16,17 a 18.
115.00'
0
RESTRICTIONS
Each lot owner shall take
specific note of the
Silverview subdivision
restrictions, No.s I
through 4 shown on sheet I
of this plat.
190.00'
/O .
18
S88•03' 22 "E
1
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0
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Q
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8
MON.
A =
e =
C =
0 = I
E = I
F =I
NO.
10.
11.
12.
13.
15.
16.
17.
113.
19..
20.
21.
22.
■^ 1
Barghousen Consulting Engineers Inc.
NO.
DELTA,
RADIUS
CHORD BEARING
CHORD
1.
61' 28' 26"
45.00'
S 31
48'
09" W
46.00'
2.
26' 23' 16"
45.00'
S 75'
44'
43" W
20.54'
3.
61• 28' 26"
45.00'
S 29'
40'
17" E
46.00'
4.
26' 23' 16"
45.00'
S 73'
36'
07" E
20.54'
5.
44' 24' 55"
25.00'
S 76'
25'
27" W
18.90'
6.
09' 42' 07"
45.00'
N 86'
13'
10" W
7.61'
7.
46' 41' 07"
45.00'
N 69'
51'
41" E
I
35.66'
8.
36 43' 04"
45.00'
N 28'
09'
36" E
28.35'
9.
44' 24' 55" •
25.00'
N 32'
00'
31" E
18.90'
10.
29' 36' 17"
100.00'
N 39'
24'
51" E
51.10'
11.
23' 32' 37"
100.00'
N 12'
50'
23" E
40.80'
12.
69' 16' 19"
. 25.00'
N 88'
51'
08" E
28.42'
13.
40' 03' 33"
50.00'
S 76'
32'
29" E
34.25'
14.
34 57" 51"
50.00'
N 65'
56'
49" E
I
30.04'
15.
28 38' 52"
50.00'
N 34'
08'
27" E
24.74'
16.
28 38' 52"
50.00'
N 05
29'
35" E
J
24.74'
17.
28' 38' 52"
50.00'
N 23
09'
17" W
24.74'
18.
90' 52' 42"
25.00'
N 46
30'
17" E
35.63'
19.
89 07' 18"
25.00'
N 43'
29'
43" W
35.08'
20.
36° 07' 31"
50.00'
N 55'
32'
28" W
31.01'
21. ..
74.'.40'`10 "';
25.00'
N 36'
16'
09" W
30.32'
22.
53 08' 54"
75.00'
S 27'
38'
23" W
67.10'
I
NOTE:
ALL LOT CORNERS & LOT CURVE & ANGLE POINTS
TO BE MARKED WITH 1/2" X 24 "IRON RODS W/
PLASTIC CAP MARKED "BCE PLS 23856"
m CO
o q.
ID ,D
N
Scale: 1 '= 50'
0 '
118.00'
GISTEK�'
1LA0
1M...'
150.65'
150.65'
S88.56' 04 "E
LOT LINE
I1 • Patoft.TIE I - '
EXIST. STORM \I
SEWER ESM'T.
AFN.5094325 10' •
LOT LINE
150.53'
o
74.00'
S88.03' 22 "E
115.00'
"\„ NW COR. SEC 26
FND.2" BRASS IN CONC.
10'N. OF PVM'T.
S88 ° 03'22 "E
50
W 1/4 COR SEC.26
FND. 4 "X 4 "CONC.
MON., W/ 1/4 BRASS
IN CASE
FLEAS r.: ,
664.00'
168,385 91
1,644,734 01
M
W
w
To
O
0
0
Z
( .
N I
FND.4 "x4 "CONC.MON.W/ r. I
BRASS CAP ROS, 26/118
S88 °05'34"E 19 94.88'
(KCAS = S88 ° 05'42 "E )
PLAT- 1991.64'
100'
8
150'
160.02'
135.59'
5'
S88.56' 03 "E
S29 °35' 31 "W(R)
42.95'
N88•56' 04 "W
c I 118.00'
9
135.59'
LOT LINE
s-,
1L')
WEST 10' a SOUTH 10'OF
EAST 343.08', VAL VUE
SEWER DIST.
A. F N. 75 04160568
38.00'
220.00' S88 °03'22 "E
6
ILVERVIEW
N.W..1 /4 SEC. 26, TWP. 23 N., RGE. 4 E., W.M.
CITY OF TUKWILA, KING COUNTY, WASHINGTON
F, ---AFN° -53448
285' p 69 WAY
f� �g IFT. DEED TO PUBLIC AFN.5935485
267.57' 351.33'
N88°03'22 "W
FNO 4 "X4 "CONC
- MON W /LEAD a
TACK IN CASE
D 0
vo ' d',
%;1
S29 °35' 31"W
47.64'
90.00'
N 88°03'22"w
O
O
8
W
l0
_u7
M
0
0
O
z
O
0
O
a'
•
S 88•03' 22 "E
Ng4.18' 1811E
120.00'
499.21'
t+)
M
co
0
°
0
RESTRICTIONS
Each lot owner shall take
specific note of the
Sllvervlew subdivision
restrictions, No.'s I
through 4'shown on sheet I
of this plat.
ik-Mqintpnance of traffic island '
at A shall be the responsibility
of owners of Lots 7 818 and
for maint4pgpce of traffic
island at C shall be the
responsibility of owners of
Lots 16,171318.
N88 "W
M8
°8 Pr 's
Maintenance,of landscaping
between bock of curb B
sidewalk shall be the
responsibility of the adjacent
lot owner on`a projected lot
line basis.
88 "E 190.00' . . 971'.
= 11070 >:
S89' 09' 49 "W 1212.10'
ESM'T. Q
18
r
O
4.00
10'
(206) 872 -5522
Barghausen Consulting Engineers Inc.
Land Planning,Survey B Engineering Specialists"
6625 So. 190th St Suit 102 Kent, Wash.98032
SHEET 3 OF 3
MON, COORDINATES ( BASED ON WEST 1/4 CORNER).
A = 169,405.69 1,645,57704
8 = 169, 504.80 1, 645, 714.54
C = 169, 526.78 1,645,7851 6
D = 169, 544.27 1,645,746.98
E = 169,584.05 1,645,756.05
, F = 169,982.72 1,645,763.46
CURVE DATA A
1
(R)
S
LEGEND
10' WATERLINE EASEMENT
10' SANITARY SEWER EASEMENT
10' STORM DRAIN EASEMENT
UTILITY EASEMENT
RADIAL LINE .
4 "X4 "CONC.MON. W /BRASS CAP TO BE
SET IN CASE UPON COMPLETION OF
STREET PAVING
VICINITY MAP
M F MLA
JOB NO.2262
wMd 't'- Tat.+4i,°rf?�?" j ,.r, -y ti. =.Y"m
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IF THIS MICROFILMED DMEN I S E
. zz z 1 CLEAR THAN THIS NOTICE, IT IS DUE ' TO
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