HomeMy WebLinkAboutPermit L92-0032 - JOHNSON TERRANCE - SHORT PLATjohnson terrance 4706 south 104th place l92-0032
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9209011207
LEGAL DESCRIPTIONS
BEFORE THE SHORT SUBDIVISION:
56 ,46f4*d
AFTER THE SHORT SUBDIVISION:
This space reserved for recorder's use
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Dept. of Community Development
Planning
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SHORT PLAT NUMBER 2 92 Q Q 3$ 6433
:ITY OF TUKWILA, WASHING v
Ec eiv eta
SEP 1 B1992.
COMMU
D EVELO PMENT
APPROVAL
Reviewed and approved by the Short
Subdivision Committee and hereby certi-
fied for filing 2 g day of
,197
airman, Short Subdivision Committee
DEPARTMENT OF ASSESSMENTS
Examined and approved this
_L day of ,19 &-
ilea J. Ew-cx&s
Assessor
ST S •.t3• ' Deputy Assessors 6 Flo oz4.040
Page / of //
EXISTING LEGAL DESCRIPTION
THE NORTH HALF OF TRACT 30 AND ALL OF TRACT 31, MERRICK'S
ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE,
ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE
47, IN KING COUNTY, WASHINGTON;
(ALSO KNOWN AS TRACTS A AND B OF LOT LINE ADJUSTMENT NO.
685079, RECORDED UNDER AUDITOR'S FILE NO. 8707241153).
/044P_ 02 _ �! _.
1 1_I 1�
LJ a r1
•
PARCEL A AFTER DEDICATIONS
1:: 1-1 f _1 E T E F.! c. 1_1 P.: E • r• 1 r.-1
THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT. 31 AND THE
EAST MARGIN OF 47TH AVE. SOUTH; THENCE S 88 ° 37'30" E, ALONG
THE NORTH LINE OF SAID TRACT, 10.00 FEET TO THE EAST LINE OF
THE WEST 10 FEET OF SAID TRACT 31 AND THE TRUE POINT OF
BEGINNING; THENCE CONTINUING S 88 ° 37'30" E 94.00 FEET;
THENCE S 0 ° 13'34" W 76.60 FEET; THENCE N 88 ° 38'14" W 69.49
FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT
WITH A RADIUS OF 25 FEET AND AN ARC OF 38.77 FEET TO THE
EAST LINE OF SAID WEST 10.00 FEET; THENCE N 00 ° 13'34" E,
ALONG SAID__ EAST 52.11 FEET TO THE TRUE POINT _ OF
BEGINNING.
''TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
N TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
CD BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
Ors EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
CD FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
��88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
-- CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40,FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
F• - G_i
dye 3 of //
iZ4 I_I c —
L•1 E =I
PARCEL B
.
_ < : .=: r• H F i_i E T E F' .o: I_I F .. E ' ? I M r
THAT PORTION OF TRACT'31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31
LYING S 88 ° 37'30" E 104.00 FEET FROM THE NORTHWEST CORNER
THEREOF; THENCE S 0 ° 13'34" W 76.60 FEET; THENCE S 88 ° 38'14"
E 39.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO
TEE LEFT WITH A RADIUS OF 25 FEET AND AN ARC OF 20.15 TO A
POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH
A RADIUS OF 40 FEET AND AN ARC OF 57.19 FEET; THENCE N
0 °13'34' E 64.11 FEET TO THE NORTH LINE OF SAID TRACT 31;
THENCE N 88 °37'30" W, ALONG THE NORTH LINE OF SAID TRACT,
110.00-FEET-TO-THE POINT OF..BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
N BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
CD FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CD
N CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
lT FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
1 1_I I7.; — — •_1 ••
L•� E ri
PARCEL C
_...._ .=: I.: H a+: I.I E T E �: .c: I_1 F' ' . •.�, - ._.. hJ h _.. F•.. iLy . �..
THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE NORTE LINE OF SAID TRACT 31
LYING S 88 ° 37'30" E 214.00 FEET FROM THE NORTHWEST CORNER
THEREOF; THENCE S 0 ° 13'34" W 64.11 FEET TO A POINT OF
CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIAL
BEARING OF N 37 ° 05'30" E, A RADIUS OF 40 FEET AND AN ARC OF
37.89; THENCE S 88 ° 38'14" E 80.37 FEET TO THE EAST LINE OF
SAID TRACT 31; THENCE N 0 ° 15'47' E, ALONG SAID EAST LINE,
96.56 FEET TO THE NORTH LINE OF SAID TRACT 31; THENCE N
88 °37'30 " W_96.44 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
N EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
CD 88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CD CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
N 0.• FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
PR�e ` DC-1.
'_ 1_I — te r'. — ':+ W E D
PARCEL D
t•a S� F= ` _ : c :
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY,.WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 31 S
0 ° 15'47" W 96.56 FEET FROM THE NORTHEAST CORNER OF SAID
TRACT 31; THENCE CONTINUING, S 0 ° 15'47' W, ALONG THE EAST .
LINE OF SAID TRACTS, 96.56 FEET TO THE SOUTH LINE OF THE
NORTH HALF OF TRACT 30; THENCE N 88 ° 38'57" W, ALONG SAID
SOUTH LINE, 96.31 FEET; THENCE N 0 E 65.06 FEET TO A
POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A
• RADIAL BEARING OF S 36 ° 38'19' E, A RADIUS OF 40 FEET AND AN
ARC. OF 36.30 feet; THENCE S 88 ° 38'14" E 80.37 FEET TO THE
POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
P- BEGINNING AT A POINT'OF THE WEST LINE OF SAID TRACTS AND THE
.0 EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 W 76.62 FEET
cQ FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CD CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
CD FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
N RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
/4 _1.L_
PARCEL E
L•J E Zi 'F1 _ ti
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF TEE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 116.63
FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14' E 104.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING S 88 ° 38'14' E 38.70 FEET TO A POINT OF
CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF
25 FEET AND AN ARC OF 20.15 TO A POINT OF REVERSE CURVE;
THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 40 FEET AND
AN ARC OF 58.77 feet; THENCE S 0 ° 13'34" W 65.06 FEET TO THE
SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30, SAID POINT
BEING N 88 ° 38'57" W 96.31 FEET FROM THE EAST LINE OF SAID
TRACT 30; THENCE N 88 ° 38'57' W, ALONG SAID SOUTH LINE,
110.00 FEET; THENCE N 0 ° 13'34' E 76.60 FEET TO THE TRUE
POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
CD THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
C\i DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
CD EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
lT FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
PARCEL F - AFTER DEDICATIONS
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 116.63
FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE
CONTINUING S 0 ° 13'34" W, ALONG SAID MARGIN 76.62 FEET TO THE
SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30; THENCE S
88 ° 38'57" E, ALONG THE SOUTH LINE OF SAID NORTH HALF, 10.00
FEET TO THE EAST LINE OF THE WEST 10.00 FEET OF SAID TRACT
30 AND THE TRUE POINT OF BEGINNING' THENCE CONTINUING S
88 ° 38'57" E 94.00 FEET; THENCE N 0 E 76.60 FEET;
THENCE N 88 ° 38'14' W 68.50 FEET TO A•POINT OF CURVATURE;
THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AND
AN ARC OF 39.77 FEET TO THE EAST LINE OF THE SAID WEST 10;
THENCE S 00 13'34" E 50.93 FEET TO THE TRUE POINT OF
BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
CD THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
CV DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
CD COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
O BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
CD EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
. ......
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Certificate No.'
20'
S 88'27'25` E
• 238.57
Fnd pinch In N'ly rim SSMH 4/23/92
17
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wat4
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 and county statute
t t3C
So. Victor St.
5' chain link
fence
•
t
104.00
HALF OF TRACT 30
/_ 9,J - .6, 3( Va 6413
E - W centerline Sec. 3 -23 -4
[ 6 t
ul
to
38.70
� /
seg �.
Rd 25.00
L • 20.15
Parcel E
7,841 sq. ft.:
110.00
5 8818'57" E
30
96.44'
Parcel C
9,048 sq. ft.
S A Geotehn
Re at will be raga
�-� iP .tI, la an its
?AQte.4
•
` Submi* d
S 8818'14" E
11.6' 80.37
' 27.5'
Parcel D
9,049 sq. ft.
32
wood fence
S 88'37'30' E
110.00
Parcel H
' 7,825' sq. ft
Parcel A
7,966 sq. ft.
Q• 88'51'48`
R No 25.00
L • 38.77
OAP— 39.49
104.0D_ ROAD FOR INGRESS, EGRESS A
'38'
S 8814" E UTILITIES
-I_._
190.00 31
W
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a J_ N
I .- 68.
1 04,00
I • er meter Parcel F
$ 7,966 sq. ft ul
�
I
I N Q 4 91'08'12"
� R e 25.00 v)
.1-1 2L*s 39.77
10'�
,J-1) 104.00
SOUTH LINE OF THE NORTH
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I \ . ow 20.15 •1 - 19
Fnd braes pin In conc.
In case 4/23/92 �
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case 43/92
Directions
Scale'
1 " 1.50'
.. AUG 1 41992
COMMUNITY
DEVELOPMENT
Map on File In Vault
V
•
0'
z
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 the
same is made with the free consent and in accordance with the desire of the owner(s).
In witnqs
Name
Name
Name:
Name
whereof we have se
STATE OF WASHINGTON
c i County of King
CD On this day personally appeared before me
ass
to me known to be the individual described in and who executed the 'n and foregoing in-
strument, and acknowledge that signed the same as lam- free and voluntary act and
deed, for the uses and purposes therein mentioned. 77) GIVEN under my ha • e seal this_I day of G 19 9 v
�� �?.• stON••.
v NOTARY
PUBLI C • • STATE OF WAS osy�. qq , N �
County of King ''��In
On this day personally appeared before me
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge 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
Notary Public in and for the State of Washington,
residing at
Short Plat Number I Aa - o63.2 O'41.33
_ SIGNATURES
ands and seals.
ame
Name
Name
Name
Notary Public in
? residing at
for tie State of Washington,
Page /o of //
•
L ...AFFIDAVIT OF OWNERSHI . -
b
O
N
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 ad-
justment /lot consolidation thereof. The undersigned further dedare 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 witness whereof we have set our hands and seals.
Name:
Name:
Name:
Name:
STATE OF WASHINGTON
County of King
Crs
l7■
On this day personally appeared before me 4�P
ame:
Name:
Name:
Name:
to me known to be the individual dscribed in and who executed the wi: n and foregoing in-
strument, and acknowledge that 4 p signed the same as Gt.- free and voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my ha E tc if }cial seal
= N OTARY%; ^ .
i PUBLIC I.z.
.s- A • • b
STATE OF WAS Vvol � $ S a,��.•'
County of King ��i�i88WA �.-`s
1 7 0233
, 19 7 2 --
Notary Public in d for the State of Washington,
residing at i! a
On this day personally appeared before me
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge 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
Notary Public in and for the State of Washington,
residing at
Page // of 1/
Seattle City Light
Roberta Palm Bradley, Acting Superintendent
Norman B. Rice, Mayor
August 11, 1992
Terrance A. Johnson
P. 0. Box 451
Seattle, WA 98111
RECEIVE
SEP 1 61992
COMMUNI
D EVELOPMENT
Dear Mr. Johnson:
10428 - 47th Ave. S., 6 -Lot Development -- Our Project #3473
A City Light Engineer has reviewed your submitted plans and has the
following comments:
The customer shall:
1. Provide City Light with plot plans and legal descriptions of the
private street and the individual lots in order for City Light to
request an underground electrical easement. No construction will be
started until the easement has been secured.
2. Have all grading and clearing completed, but no paving completed.
3. Submit paving depth information.
4. Locate individual driveways to each lot.
5. Stake all property corners and the private road perimeter.
6. Coordinate other utilities to minimize conflicts.
Charges
Pay City Light an.construction charge estimated to be $21,000 for the
underground electrical distribution system plus an installation charge
based on the cost of components for each individual service. Contact your
Electric Service Consultant for these charges.
An initial payment of $5,000 must be paid before crews will begin work. An
additional $13,900 must be paid before the service will be approved for
energizing. A final billing will be rendered to adjust for actual time and
material when the job is completed.
An Equal Employment Opportunity Affinnative Action Employer
City of Seattle — City Light Department, 1015 Third Avenue, Seattle, Washington 98104 -1198. Telephone: (206) 625 -3000, FAX: (206) 625 -3709
Printed on recycled paper
Terrance A. Johnson
Page 2
August 11, 1992
Sincerely,
iy*ocjA2c2vi
Melissa Nelson
Plans Coordinator
MJN:mjn
Enclosures: Marked-up print
cc: -Don Horspool
Department of Labor and Industries
616 - 120th N.E., Suite 201
Bellevue, WA 98005
All charges are in effect for 120 days (calendar] from the date of this
letter. The charges are subject to review after the 120 -day period has
expired. Also, any change in the design of the project will subject the
charges to a review.
Please contact your Electric Service Consultant, Kathy Penman, at 386 -1686
for questions you may have about our requirements. Kathy will also assist
you when you submit additional or revised plans and when you request City
Light inspections.
An Equal Employment Opportunity Affirmative Action Employer
City of Seattle —City Light Department, 1015 Third Avenue, Seattle, Washington 98104 -1198, Telephone: (206) 625 -3000, FAX: (206) 625 -3709
Printed on recycled paper
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Land Surveyor's Cer t;FicateI
Chis short plat correctly represents a
survey made by me or under my direction
In conformance with the requirements of
appropriate state and county statute
E — W centerline Sec. 3 -23 -4
S 88'37'30' E
a 104.00 ` 1 1 0 .00 96.44'
r Parcel B w .
o �' 7,825' sq. ft. a. Parcel C
°' co 0 j t,-) 9,048 sq. ft,
o o Parcel A "co o i •r
v - 7,966 sq. ft. .° ^ R = 25.06 0 (a (n • L = 20.15 -1 . 19 z 'n
0.1 n z � 1 (
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104.00 ���39.49 •, �
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PRIVATE o
)AD FORRESS, EGRESS AND
S 88'38'14' E UTILITILS •
190.00 ' i 1 t ri 1 0
1. _
104.00 - 38.70
water meter Parcel F
7,966 sq. f t,w
0
0
ir 6' wood fence
A-50 V v . /
(D
SOUTH LINE OF NE NORTH
32
Sa : 77 ,
R = 25.00
L .- 20.15
Parcel E
7,8-+1 sq. et,
110.00
S 88'38'57" E
30
RECEIVED BY
PLANS COORDINATOR
O.U. 470
JUN 1 1992
REFERRED TO:
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. Direction:
Scale'
1" = 50'
S 88'38'14" E t
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• 27.5'' Parcel D
9,049 sg
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J� .. McDONNELL & ASSOCIA .3
Consulting Engineers
2812 Colby Avenue
Everett, WA 98201
(206) 258 -2059
DETAILED DRAINAGE STUDY
for
Piggyback Short Plats
10428 47th Ave. South
Seattle, WA.98178
Project. No.:92 -330
Developers: Terrance Johnson
P.O.Box 451
Seattle, WA.98111
Land Surveyor: Schroeter Surveying
Professional Land Surveyors
P.O.Box 813
Seahurst, WA.98063
ISSUED DATE: 8/7/92
REVISION DATE:
XFIRCS 1 ;/ t'.{,/ I 1
RECEIVED
AUG 1 41992
DEVELOPMENT
INTRODUCTION;
8/7/92
92 -330
LEGAL DESCRIPTION:
North half of Tract 30 and all of Tract 31, Merrick's Acre
Tracts, Division No. 2, Addition to City of Seattle, According to
the Plat Recorded in Volume 12 of Plats, Page 47, in King County,
Washington.
Also known as Tracts A and B of Lot Line Adjustment No.685079,
recorded under Auditor's File No. 8707241153.
The site is located in the NE1 /4 of the SE1 /4 of Section 3,
Township 23N, Range 4E, W.M. The Seattle street address is 10428
- 47th Avenue South. The old house will be removed during
construction and the new construction house will be completed.
The area was historically part of South King County but was
recently annexed into the City of Tukwila, Washington.
These storm drainage calculations are based upon the Yrjanainen &
Warren Rational Method as required by the King County 1979
Drainage Ordinance (dated November 1979). The site was
conditionally approved by King County in the mid- 1980's and those
preliminary approval conditions have been accepted by Tukwila as
assigned by King County. Based on conversations with Tukwila
staff, this design has been prepared as it would have been at the
time of King County approval.
Intensity Chart #18 was used to determine the 10 YR /24 HR storm
intensity for King County /Seattle. Retention volume was
determined based upon the 25 YR storm formula with a 10 year
undeveloped release rate.
Average slopes for the existing conditions, based upon topography
supplied by Schroeter Surveying. The original value of the
coefficient of runoff for the historic condition of 0.15 was
based upon dense forest cover with slopes exceeding 5.0 %.
Natural soils of the site were described by the King County Soil
Survey as
Alderwood urban gravelly sandy loam underlain by silty compacted
sand with gravel (glacial till).
SITE AREA DISTRIBUTION
Existing Conditions:
TOTAL BASIN AREA
TOTAL SITE AREA
OFF -SITE CONT.AREA
BYPASS AREA
RETAINED AREA
= 3.81 ACRES
= 1.38 ACRES
= 2.46 ACRES
= 0.0 ACRES
= 1.38 ACRES
8/7/92
92 -330
DRAINAGE STUDY FOR: Tukwila "Piggyback" Short Plats
I. PEAK RUNOFF RATE FOR 10 -YEAR STORM
RATIONAL METHOD: Q = CIA
II. UNDEVELOPED CONDITION
Asite = 1.376 ac. Ar = 1.376 ac. Ab = 0.0
Aroof = 1,000 sf = 0.023 a. C = 0.9
Asparse= 58,820 sf = 1.357 ac C = 0.15
Cex. = 0.15(1.357) + 0.9(0.023)= 0.16
1.38
Average Slope = (185 - 160)/320 = 0.078 = 7.8%
Runoff Velocity = 1.3 fps
Tc = 10 + 320 = 14.1 min.
60(1.3)
I = 1.33
Q10 = 0.16 *1.33 *1.38 = 0.294 CFS
III DEVELOPED CONDITIONS
WHERE: C = RUNOFF COEFFICIENT
I = RAINFALL INTENSITY
A = ACRES, AREA
Tc = TIME OF CONCENTRATION
Developed Runoff Coefficient Condition:
CDC /ROAD PAVED AREA = 0.219 AC.
ROOF AREA = 0.275 AC.
LANDSCAPE = 0.876 AC.
SUBTOTAL = 1.37 AC.
Cd = 0.2(0.886) + 0.9(0.494) = 0.45
1.38
Note: Calculated based upon the total areas draining to the
Detention System.
IV. MAXIMUM OUTFLOW PER ACRES IMPERVIOUSNESS (CFS /AC)
Qo = ALLOWABLE OUTFLOW
ACREAGE X RUNOFF COEFFICIENT (CD)
10 YEAR
Qo = Q10 = 0.294
AR X Cd (1.38 X 0.45)
= 0.473
8/7/92
92 -330
Y & W DETENTION VOLUME CALCULATION FOR 10 YEAR STORM
Calculations are provided on the attached spreadsheet
(Next Page) with formulas for King County, November 1979,
shown at right.
6/25/92
EXISTING CONDITIONS:
Design Storm: 25yr /24hr
Detained
At(AC)= 1.380
Ar(AC)= 1.380
Lo(r)(ft)= 320.00
deltaTME1= 25.00
Average So(r)( %)= 0.078
Nomograph Vo(r)(fps)
Tc(r)=
I(r)10=
Bypass
Amt.
2 Each
C(r)ex.=
C(r)dev.=
At(AC)=
Cbex=
Cbdev.=
TUKWILA "PIGGYBACK' SHORT PLATS
Y &W Calculation Spread Sheet
File: TJ.WKS
1.30
14.10
1.33
0.16
0.45
n/a
n/a
n/a
REQUIRED STORAGE
Qex(1)= 0.294
Qbyp(CFS)= 0.00
Qadj(cfs)= 0.294
Qo(cfs /ac) 0.471
Tx(min)= 42.39
Vs(cf /ac)= 1353.0
Vt (cf) = 843.9
PIPE DIMENSIONS
DIA. TYPE
54 Typell MH
36 CMP
AVAILABLE DETENTION VOLUME =
CF /FT LF /EA
15.9 3.65
7.07 110
Release Rate: 10yr. /24hr
OffsiteAo(AC)= 2.46
Lo(o)(ft)= 310
deltaTEl= 33.0
So(r)( %)= 0.1065
Vo(r)(fps) =2.20
L1(o)(ft)= 310
S1(r)( %)= 0.0780
V1(r)(fps)=1.3
Tc(o)= 16.32
I(o)10= 1.22
C(o)ex.= 0.35
Off.Qex(2) =1.05
FORMULAE:
S ='"E1. /Lo
Q = C *I *Ar
Tc =10 + Sum(Ln /(Vn *60))
STORAGE FORMULAE:
Qex(1)= (Ar *Crex +Ab *Cbex)i
Qbyp= Ab *Cb(dev) *i
Qadj =Qex(1) -Qbyp
Qo(cfs /ac) =Qadj /(Ar *Cbdev)
T25 = - 25 +(2138/Qo)110.5
Vs= 3420 *T25 /(T10 +25)- 40QoT10
Vt =Vs *Ar *Cr(dev)
VOLUME
116.00
777.70
893.70
8/7/92
VI. ORIFICE SIZING CALCULATIO S
The site aerial topography ma
about 2.46 acres historically
property. To address the poten
the following calculated is
devices for the potential of
County ordinance the offsite f
device by the following method,
Q = C *A *SQRT(2gH)
WHERE Q = Discharge(
C = Coefficie
A = Area of 0
g = Accelerati
H = Head on 0
To = 10 +
310 ' +
60(2.2 fps)
I0(10 yr. /24 hr.) = 1.22
A. ORIFICE #1 SIZING
Q1 = Qt /2 = 1.32 cfs /2.= '.651 cfs
H1 = 3.6'
92 -330
suggests that a wooded area of
has drained through the subject
ial extra flow from the offsite,
presented to adjust the outlet
site flow. Under the 1979 King
ow is bypassed at the restriction
where:
cfs)
t of Discharge(0.62)
ifice, S.F.
on of Gravity (32.2 ft /sec
ifice Center, FT.
For allowable Q = Existing .o - Bypass Q
Existing Qo = °ArCr(exist.) + AbCb(Exist.) + AoCo" I(o)
Bypass Qb = (AbCb)Ir
20
60 1.3 fps)
= 1.33( Tc = 14.1 min.)
Ar = 1.38 ac. Cr = 0.16
Ab = 0.00 ac. Cd = 0.45
Ao = 2.46 ac Co = 0.35 o = 16.32; Io = 1.22
Total H = 3.0' + (0.005 *(110 +: = 3.59 = 3.6 feet
= 16.3 min.;
Qo = (ArCr(exist.) + AbCb(exi.t.) + AoCo) I(o) - (AbCb)Ir
= (1.38(0.16)+ 2.46(0.35)) 1.22 - 0.45(1.33)0.0
= 1.32 cfs
Let's choose a two orifice con iguration to optimize the storage
facility. Divide the allow.Qo into two equal parts such that:
Q1 + Q2 = 1.32 cfs.
/ r0.62 *SQRT(64.4 * 3.6)J =
Al = Q1 /C * SQRT(2gH1)= 0.6
0.07 SF = 9.91 SQ.IN.
Since Al = pi * R
Radius, R1 = SQRT(A1 /pi) = SQ T(9.91 sq.in. /pi) = 1.78 in
D1 = 3.55 (approx .j'= 3-1/2 inches
8/7/92 92 -330
B. ORIFICE #2 SIZING
Q2 = Qt /2 = 0.65 cfs.
H1 = 1.8 feet
A2 = Q2 /C *SQRT(2gH2)= 0.65/0.62 * SQRT(64.4 * 1.8) _
= 0.10 SF = 14.0 SQ.IN.
Since Al = pi * R
Radius, R = SQRT(A1 /pi) = SQRT(14 sq.in /pi) = 2.11 in.
D1 = 2 * 2.11 = 4.23 in. '= 4 -1/4 inches
DOWNSTREAM ANALYSIS
The site and offsite areas currently slope toward the east edge
of 47th Street to a shallow roadside ditch. The ditch slopes
south to a Type 2 storm manhole(i.e.48" diameter). The survey
shows a 12" CP entering the north end of the CB, a 6" CP entering
from the east and an 18 "CP leaving the CB to the west. The system
has been installed for some time and there is no record of the
installation at the City of Seattle. The aerial topographical map
shows a ravine which formerly served as a steep drainage swale
dropping west from 47th to Martin Luther King Way. A
miniwarehouse development was constructed on the wooded site
prior to 1985. As Dick Heintz, P.E., indicated in his 1985
Preliminary Drainage Report, "... the majority of the water is
absorbed into the lower water table and surrounding woods causing
no adverse impact to the soil system below. Small quantities of
runoff is fed onto a paved gutter system on site within the
miniwarehouse."
Within the miniwarehouse site, there are 4 Type II storm manholes
with galvanized shear gates that control surface water, releasing
controlled flows on to Martin Luther King Way. It is assumed that
flow restriction was designed according to pertinent King County
standards at the time. City of Seattle as -built plans of Martin
Luther King Way indicate that runoff from the east side of this
major arterial flows north in open ditch to an 18 inch CP
culvert and a CB (i.e. Seattle,type 151) then crosses to the west
side in 18" culvert.
At the next downstream manhole, the 18" identified on the Exhibit
as D18 -7 connects with a 48" culvert(D48 -8). Both culverts
discharge to a 60" culvert (D60 -8) which may be a retention pipe
with a 36" outlet pipe(D36 -8). The water may also back up into a
large wetland pond area which is part of the I -5 highway drainage
system. Considering the large capacities of the downstream pipe
network, the regional nature of the storage provided and the
large paved surface areas of the commercial sites downstream, the
proposed development of 6 lots with detention is not expected to
noticeably affect the downstream conditions that now exist.
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VELOCITY IN FEET PER SECOND
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AVERAGE . VELOCITIES FOR_ ESTIMATING TRAVEL TIME FOR OVERLAND FLOW
5
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SOIL CONSERVATION SERVICE
TECHNICAL RELEASE NO.55
JANUARY 1975
20
50
40
30
20
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:AR /DELTA
88 ° 38'54"
0 ° 13'34"
4 88 ° 37'30"
rJ 0 ° 15'47"
XJ34 ° 53'00"
A R E A B Y B E( ` R I N G S A N D D I ` A N C E S
DIST /RAD
310.310
193.240
310.440
193.120
0.354
AREA = 60009 SQUARE FEET or 1.378 ACRES
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'
UNDEVELOPED LAND
Wood & Forest 0.05
Sparse Trees & Ground Cover 0.10
0.15
Light Grass to Bare Ground
DEVELOPED AREA
Pavement & Roofs 0.90
Gravel Roads & Parking Lots 0.75
City Business 0.85
Apartment Dwelling Areas 0.80
Industrial Areas (Heavy) 0.70
Industrial Areas (Light) 0.60
Earth Shoulder 0.50
Playground 0.25
Lawns, Meadows & Pastures 0.20
Parks & Cemetery 0.15
5/79
'Cimeoc
1)%
1.0-1.5
1.5-3.0
3.0-3.5
3.5-4.0
4.0-6.0
6.0-9.0
9.0-15.0
RUNOFF
18
FACTORS FOR STORM SEWERS
" H FLAT. ROLLING
0-5% >5%
0.10
0.15
0.20
0.90
0.80
0.90
0.85
0.80
0.70
0.50
0.30
0.25
0.20
SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Gross. Acre)
DU/GA . . •. 0.30
DU/GA 0.35
DU/GA 0.40
DU/GA 0.45
DU/GA 0.50
DU/GA 0.60
DU/GA 0.70
duration rainfall intensity
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Certificate No.'
Rhnrt Plni: Nn.i
So. Victor St.
S 88'27'25' E
238.51'
Fnd pinch in N'Iy rim SSMH 4/23/92
Land Surveyor's Certificate'
This short plat correctly represents a
survey rude by me or under My direction
In conformance with the requirements of
appropriate state and county statute
32
A
E — W centerline Sec. 3- -23- -4
1 6' wood fence
S 88'37'30' E
-'� 110.00
Parcel B
7,825' sq. ft.
5' chain link
fence
a 104.00
1o' x
F
€01 $ >. Parcel A M 0
NI 7,966 sq. ft. o o
▪ tie 88'51'48"
.off R m 25.00
o o L_ 38.77 I
•� o . 104.0pp9.� �� 39.49 .....,1
o PRIVATE ROAD FOR INGRESS. EGRESS EAND Q`
I�N S88'38'14 "E
G s
2349f
190.00 31
88.50 _
104.00
r•
er meter ' Parcel F
7,966 sq. ftW
N. A'' 91'08'12"
II R 25.00
. NI L'a 39.77 ,
Id g
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104.00 •-. — 110.00
"s 1 5 88'38'57" E
SOUTH LINE OF THE NORTH 30
HALF OF TRACT 30
R fl 25.00
N . a 20.15
I
R a 25.0
L a 20.15
Parcel E
7,841 sq. ft.
Fnd brass pin in conc.
In case 4/23/92
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Parcel C
• 9,048 sq. ft.
S 88'38'14" E
11.8 '
80.37
/M27.5'
m'
Parcel D
9,049 sq. ft.
96.31
Map on File In Vault
•��ra
aouremonammit
.N
iA
o•
Page of
August 3, 1993
Mr. Terrance A. Johnson
P.O. Box 451
Seattle, WA 98111
City of Tukwila John W. Rants, Mayor
Department of Public Works Ross A. Earnst, P. E., Director
Subject: Status of Johnson Piggyback
Dear Sir:
The following list has been compiled for the turnover of the proposed public
system:
a) A revised letter of request for turnover from the developer.
Not complete.
b) As -built plans for the proposed public facility. Completed.
c) A list of materials /cost for sewer, storm and street. Not
complete (need Developer's signature).
d) A Bill of Sale for sewer, storm and street. Not complete.
e) Easement /right -of -way for the proposed public facilities. Not
completed. Need easement for regional detention facility.
Recorded final plat does not show easement.
One -year maintenance bond for facilities to be turned over to
the City. Not complete.
g) Signed off permits. Completed.
As soon as the above uncompleted items have been submitted for review,
processing the closure of your project can begin.
If you have any questions, please call me at 433 -0179.
Sincerely,
( 4AlLt
U
Greg Villanueva
Utilities Inspector
GV:ad
cf: Johnson Piggyback development file
(10:41)
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665
May 21, 1992
City of Tukwila
Department of Community Development Rick Beeler, Director
Terrance A. Johnson
6723 Beacon Avenue South
Seattle, Wa. 98108
RE: PIGGYBACK SHORT PLAT L92 - 0032 & 0033
Dear Mr. Johnson:
John W. Rants, Mayor
The purpose of this letter is to explain the sequence of events in
order to complete your piggyback short plat. The comments listed
below are based on our meeting of Tuesday, May 19, 1992.
As indicated in the meeting, the City will honor the preliminary
short plat approved by King County in 1986 because this property
was annexated into the City of Tukwila in the spring of 1989. The
City policy is to accept prior application approvals from other
jurisdiction.
The conditions are requirements that need to be met prior to final
approval of your piggyback short plat.
PIGGYBACK SHORT PLAT
* Provide sewer and water availability forms from the City of
Seattle. (Note: Minimum residential water requirements -
1,000 gpm /20 psi residual pressure.)
* Parcel C house may need to be sprinkled depending where
the required fire hydrant is location.
* Install no parking signs within the cul -de -sac because the
driveways will be used as part of the hammer head.
* Show on the map page the location of existing and proposed
hydrants to serve properties and meet Tukwila Fire Department
requirements.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
Page Two Johnson Piggyback Short Plat
ROAD IMPROVEMENTS
The 40 ft. private access road width and 80 ft. diameter cul -de -sac
width are acceptable dimensions by easement only if Public Works
private access road requirements and 47th Avenue South R/W
dedications are met. These requirements are identified below.
* 47th Avenue South is a classified as a "local street ".
Therefore, dedication of an additional 10 feet of R/W is
needed to bring the half 47th Avenue South width up to the
desired 30 feet. This must be included on the short plat map.
* In the 80 diameter cul -de -sac easement provide a designed
pavement section with 69 feet of pavement radius, curb and
gutter and 5 foot wide sidewalk.
* In the 40 foot wide easement for the private access road you
need to provide 24 feet of pavement for roadway stem with
curbs and gutters on both sides of the private access road,
and a sidewalk on one side of the road to 47th Avenue South.
* Provide drainage for private access road connecting into 47th
Avenue South drainage system.
* On the short plat map show a 25 foot curb radius at 47th
Avenue South.
* Install a stop sign and "Private Street" sign at the 47th
Avenue South intersection.
UTILITY REQUIREMENTS
* Comply to the City's undergrounding ordinance (refer to Public
Works)
* Comply to the City's development standards for construction of
the infrastructure improvements.
* A Land Altering Permit will be required because over 50 cubic
yards and 6,000 square feet will be disturbed.
* Provide a maintenance agreement for the private access road
and common use utilities.
* Identify any other structures like rockeries or retaining
walls to be constructed as part of the development.
Page Three
Assistant Planner
Johnson Piggyback Short Plat
* Rockeries must exceed 4 feet in height and not include any
surcharge.
Mr. Johnson, if this does not accurately reflect the understanding
reached at our meeting or should you have additional questions
regarding these matters, please contact me at 431 -3682.
cc: J. Pace, Senior Planner
P. Fraser, Senior Engineer
N. Olivas, Fire Marshall
ibevelopment_, Johnson Piggyback Short Plat.
City of Tukwila
Department of Public Works Ross A. Earnst, P. E., Director
TO: Ron Cameron /Jack Pace /Darren Wilson
FROM: Phil Fraser
DATE: May 20, 1992
SUBJECT: Johnson Piggyback Short Plat - 10428 47th Ave. South
M E M O R A N D U M
John W. Rants, Mayor
Darren Wilson comments at 5/19/92 meeting with applicant indicated
the piggyback short plat conditions approved through King County to
date will be grandfathered into Tukwila's short plat process.
The subject submittal requires additional information in order to
continue Public Works staff review. The following comments are
provided to assist the applicant in his resubmittal:
1. Both existing and proposed topography to be shown on plan (2 ft.
contours) along with proposed lowest floor elevations of future single
family structures. Grades of proposed private access road (max 15 %),
private driveways (max 15 %) and utilities (gravity sewer [min. 2% for
side sewers] and storm) are also to be shown. Show existing public
drainage system and water courses. Existing public sanitary sewer and
water mains to be shown (including elevation at proposed connection
point for future side sewers). Identify methods of sewage and
drainage disposal on plan.
2. Provide letters of availability from Val Vue Sewer District and
Water District No. 125.. (Note: Minimum residental water requirements
- 1,000 gpm /20 psi residual pressure.)
3. Show location of existing and proposed hydrants to serve
properties. Placement of hydrants to meet Tukwila Fire Department
requirements.
4. The 40 ft. private access road width and 80 ft. diameter cul -de -sac
width are acceptable dimensions by easement only if Pubic Works
private access road requirements and 47th Ave. South R/W dedications
are met. These requirements are identified below.
5. According to adopted Functional Classification System for City
Streets, 47th Ave. South is a "local access street ". Therefore,
dedication of an additional 10 feet of R/W is needed to bring the half
47th Ave. South width up to the desired 30 feet. Identify this R/W
dedication on short plat plan.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431
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L (1
Page 2
May 20, 1992
Johnson piggyback short plat
xc: Development File
Fire Dept.
Read File
PF:A:Johnson
6. This request reflects our discussion with Nick Olivas, Fire
Marshall, at our 5/19/92 meeting. In the 80 diameter cul -de -sac
easement provide a designed pavement section with a 69 ft. pavement
radius, curb and gutter and 5 ft. wide sidewalk. In the 40 ft. wide
easement for the private access road provide a 24 ft. wide paved
roadway stem (City Engineer's request), curbs & gutters on both sides
of the private access road, and a sidewalk on one side of the road to
47th Ave. South. Also provide associated drainage for private access
road connecting into 47th Ave. South drainage system.
7. Show 25 ft. radius curb returns at 47th Ave. South. Also identify
a stop sign and "Private Street" sign at the 47th Ave. South
intersection.
8. The City's undergrounding ordinance will apply to this development.
9. The City's development standards will apply to the construction of
infrastructure for this development.
10. The City's Land Altering Ordinance will apply to the construction
of this development.
11. Include a recorded maintenance agreement as part of this short
plat identifying parties responsible for maintenance and operation of
private access road and common use utilities.
12. Identify any other structures like rockeries (4 ft. max. /no
surcharge) or retaining walls to be constructed as part of the
proposed short plat.
A copy of the City's typical residential site plan was provided the
developer.
April 10, 1992 Invoice #92 -102
To:
Thank You,
Mike Carroll
Mr. Terrance Johnson
PO Box 451
Seattle, Washington 98111
INVOICE
From: Mike Carroll
PO Box 7474
Tacoma, Washington 98407 .
Belling Period: March 15 to April 15 1992
Project: Johnson/Tukwila Property
LABOR CHARGES
DATE TASK HOURS RATE COST
April 5 Wetland Assess 3.0 ' $ 40.00 $ 120.00
April 8 Wetland Report 2.5 $ 40.00 $ 100.00
Please make check payable to: Charles D. Carroll
TOTAL INVOICE AMOUNT $ 220.00
Please remit $220.00 for professional services described above on your Tukwila
property. Thank you for the opportunity to provide you professional environmental
services on this project.
April 8, 1992
Dear Terrance;
Soils
Mr. Terrance A. Johnson
PO Box 451
Seattle; Washington 98111
RE: Wetland Assessment, Johnson . Property, 47th Avenue South,
Tukwila, Washington.
At your request a wetland assessment was completed April 5, 1992 on your 47th avenue property
in Tukwila, Washington. The site was assessed in accordance with the Federal Manual for
Identifying and Delineating Jurisdictional Wetlands (FICWD, 1989). This is the manual currently
used in the City of Tukwila. Under this manual three criteria, including hydrology, soils, and
vegetation, are required to make a wetland determination. The following letter describes the
existing conditions of those three criteria, and makes a subsequent wetland determination.
Hydrology
Site investigations followed a small two day storm event. No water was observed on -site.
No evidence of ponding or surface water conveyance was seen. Data plots at four locations did
not identify any shallow groundwater. Subsurface soil. indicators did not indicate any apparent
wetland hydrology.
A small swale is located in the northeast corner of the property (Lot 3). This swale runs westerly
into a pipe in the center of the property. No evidence of recent conveyance was observed in the
swale. A defined channel is lacking as is deposition of sediments. The off -site area drained by the
swale has been graded into a church parking lot. This has apparently diverted surface waters
toward Ryan Avenue to the east. It appears that the on -site swale is inactive.
Soils on -site were assessed at four data plots in each plant community and in low areas that may
support hydric soils. No indicators of hydric soils were found. All identified soils are mineral
with relatively high chroma subsurfaces. All soils were dry and no ponding was observed at the
time of investigation. All on -site soils are nonhydric.
Vege4ation
Two plant communities are present on -site. One is a nearly mor }otypic stand of Himalayan
blackberry with scattered grasses where light penetration allows` them to be competitively
successful. This community occupies approximately 70 percent of the subject property. The
second community .is an herbaceous community dominated by quackgrass, thistle, bentgrass,
plantain, dandelion, dock, blackberries, and velvet grass. Both communities lack a
dominance of hydrophytes and are considered nonhydrophytic.
1 -el3 2c33
1
Wetland Determination
Wetlands are determined for all areas that support wetland hydrology, hydric soils, and
hydrophytic vegetation. These criteria are lacking for all portions of the property and a
nonwetland determination is made for the entire property.
A small area of approximately 1200 square feet in the northeast corner of the property meets the
City steep slope criteria. This area is probably a Class 2 slope. A geotechnical study would be
required to build on this slope. No setbacks from the toe -of -slope are required and the proposed
footprint on Lot 3 does not appear to impact the slope.
From these site investigations, it appears that the proposed six -lot short plat is not restricted by
sensitive areas. Please feel free to call me with any questions or concerns. Thank you for the
opportunity to assist you with this project.
Sincerely,
w . v e r attc \
Mike Carroll
Wetland biologist/Soil scientist
•
TO:
FROM:
DATE:
SUBJECT:
GV:ad
10:4
SNIP
k: tAA3, 4411, 4.: rM. v:..'avxiawaew1,.....,11.ro.N.IRC MIRMIMUM.mtva 3 01 .;4fuv:etO3ta72.4VA«wuewg...... xem3.
City of Tukwila
Department of Public Works
Phil Fraser
Pat Brodin
John Pierog
Ted Freemire
Darren Wilson
Greg Villanueva
March 22, 1993
Johnson Piggyback
M E M O R A N D U M
w
John W. Rants, Mayor
Ross A. Earnst, P. E., Director
A meeting has been scheduled to discuss the above subject. The
issues are: 401.1 407,, v.' �1;m4m Weser, ` my/<c Ay
King County road design I ='e 15' /e`
City of Seattle sewer pre-cast cone
(rivate roa oor dedicated roa
The developer has been notified of the meeting scheduled
at 3:30 p.m. Monday, March 22, in conference room #2.
to begin
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431
r
STEP DETAIL
ACCESS DETAIL
8" Min. 18" Max.
Precast
Concrete
Rings
Precast Cone Section
CHANNELIZATION DETAIL
Kor—N—Seal
Inside Drop (Min 0.1' Max 1.5'
6" Min.
6" Min.
t,g o MAulleila
Legs may be parallel or approximately
radial at option of manufacturer
except that all steps in any manhole
shall be similar.
Steps to be located over shelf, not
over channel.
24"
. . .
Crushed Rock 12" Min.
9 1/2" for Precast M.H.
Note:
Slope Shelf to Pipe: 4X
Side Channel
ACCESS, CHANNELIZATION,
& STEP DETAIL
MH Ring & Cover
See S-8.
Rubber Gasket & Grout at All Joints.
. .
12" Typ. Step See Detail
4" Min.
Construct Channel &
Shelf in Field
Smooth Finish with
5 (1/2) Class Conc.
5 Sack Cement Mix
with 1/2" Aggregate.
Precast Base
Not to scale.
Aug 6, 1990
S-3
Standard Drawings
42 / DIV. VII
c
L
L
2
For MH. Specs
See Sect. 63
Cost In Place Bose Section
Precast Bose Section.
Casting See Std. Plan 42.
Adjustment Section.
Modified Step See
Std. Plan 41.
Precast Cone,
Precast Section.
Steps See Std. Plan 41.
4fg Reducing Slob.
Ladder See Std. Pion 41.
Max. pipe size 42".
(Max. pipe size may be
limited by pipe configuration)
Const. Channel Shelf.
DO NOT SCALE
STANDARD PLAN NO. 36
LI
Type II - 72
Manhole
Revised 1974
•
•
PRELIMINARY COMMITMENT FOR TITLE INSURANCE
To: ATTN: SHARON
NORTHWESTERN TITLE ESCROW
1201 THIRD AVENUE, SUITE 1410
SEATTLE, WA 98101
NORTH '':_. ESTERN
TITLE
TM A Minnesota Title Compa
P
1201 Third Avenue
Suite 1410
Seattle, WA 98101 (206) 625.1952
Unit: 1
Your Reference: 9203 - 5290 /Johnson
Effective Date: March 2, 1992 at 8:30 a.m.
Policy or Policies to be issued:
ALTA Owner's Form B -1970 Policy X Amount: $155,000.00
Standard X Extended Premium: $ 630.00 .
'. Tax: $ 51.66
Rate: Standard
Y
•
Our Order No.: NTO5.921 •
Proposed Insured: Terrence A. Johnson,' married,' as his separa e
estate
CASCADE SAVINGS and LOAN ASSOCIATION
TITLE INSURANCE COMPANY OF MINNESOTA agrees to issue on request and on
recording of any appropriate documents, its policy or policies .s
applied for, with coverage as indicated, based on this prelimin.ry
commitment that fee simple title to the property described here n is
vested on the date shown above in
subject only to the exceptions shown' herein and to the terms,
conditions and exceptions contained in the policy form.
This report and commitment shall have. no force or effect except as a
basis for the coverage specified herein.
Jack Crawford, Title Offic:r
Fred Marquiss Title Offic:r
Lisa Gosciejew, Title Assi taut
Phone: 625 -1985 and 625 -1.52
FAX: 292 -8057
SEE ATTACHED EXHIBIT "A" FOR LEGAL DESCRIPTION.
( CONTINUED )
1. GENERAL TAXES,,PLUS INTEREST AND PENALTY AFTER DELINQUENCY; 1ST
HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER 1:
•For Year: 1992
Amount Billed: $388.89
31 Amount Paid: $ 0.00
Parcel No.: 547680- 0290 -06
Levy Code: 2430
ASSESSED VALUATION PER KING COUNTY OFFICE OF FINANCE:
Land:
Improvements:
NOTE:
Taxes and swm fees may not always be divisible into two equal
half payments. The higher amount ($.01 more) is always due on
the first half payment by April 30th. The odd cent(s) must be
rounded upward. Second half is usually $.01 less.
Affects Lot A.
GENERAL TAXES, PLUS INTEREST AND PENALTY AFTER DELINQUENCY; 1ST
HALF DELINQUENT ON MAY 1; 2ND HALF DELINQUENT ON NOVEMBER. 1:
For Year:
Amount Billed:
Amount Paid:
Parcel No.:
Levy Code:
ASSESSED VALUATION PER KING COUNTY OFFICE OF FINANCE:
Land:
Improvements:
NOTE:
Taxes and swm fees may not always be div,i/sible into two
half payments. The higher amount ($.01 hn is always due on
the first half payment by April 30th.' T''he odd cent(s) must be
rounded upward. Second half is usually $.01 less.
Affects Lot B.
$32,400.00
$ 0.00
1992
$1,374.33
$ 0.00
547680 - 0281 -07
2430
$27,200.00
$87,300.00
Tax Account No.: 547680- 0281 -07
Levy Code No.: •2430
Affects Lot B.
.NT052921/1073' Page 2
NORTHWESTERN
TITLE A�
AWL Mhnawta lido company
2. LIABILITY FOR SUPPLEMENTAL SURFACE WATER MANAGEMENT ASSESSMENT:
It appears improvements subject to said assessment are located on
the premises, but there is no assessment therefor.
3. Excise tax, if unpaid.
NOTE:
For purpose of determination of amount of excise tax due, said
property is situate in: City of-Tukwila
As of the date hereof the Excise Tax Rate is: .0153 •-
Confirmation of the current excise tax rate chargeable for the
property described herein should be made on date of recording.
4. DEED OF TRUST, AND THE TERMS AND CONDITIONS THEREOF:
,� Grantor.:
Trustee:
Beneficiary:
Amount:
Dated:
Recorded:
Recording No.:
William L. Nelson and Lorene Nelson, husband
and wife
Commonwealth Land Title Insurance Company, a
Pennsylvania Corporation
Cascade Savings' and Loan Association
$78,800.00
December 31, 1986
August 18, 1987 .
8708180420
The address of the lender or the last assignee, as disclosed of
record is as follows:
2828 Colby Avenue
Everett, WA 98201
Said Deed of Trust is a re- recording of instrument recorded June
4, 1987, under King County Recording No. 8706040359.
Said Deed of Trust is a re- recording of instrument recorded
February 3, 1987, under King County Recording No. 8702030697.
5. According to the application for title insurance, title is to
vest in Terrence A. Johnson, married, as his separate estate. We
find numerous items of record against persons with similar names,
the effect of which upon the title cannot be determined without
the showing of proper identification.
It is requested that the attached questionnaire be properly and
completely filled in and returned to this'icompany to assist us in
establishing the identity of said incoini'ng owner as to said
items. We will report further by supplemental report after our
examination of the questionnaire.
6. According to the application, title is to vest in Terrence A.
Johnson, presumptively subject to the community interest of the
spouse, if married. The Company has been unable to search for,
and does not insure against•, matters disclosed by a search of the
records against the name of said spouse.
NT052921/1073 Page 3
kJRTHWESTERN
TITLE ��
A Mmisow rdc Company
NOTE 1:
The language contained in the printed Exclusions from Coverage and
Conditions and Stipulations of the policy committed for may be
examined by inquiry at the office which issued the Commitment, and a
specimen copy of the insurance policy form (or forms) referred to in
this commitment will be furnished promptly upon request.
NOTE 2:
Investigation should be made to determine if there are any service,
installation, maintenance, or connection charges for sewer, water or
electricity..
NOTE 3:
In the event this transaction fails to close, a cancellation fee will
be charged for services rendered in accordance with our schedule.
NOTE 4:
SEE ATTACHED EXHIBIT "B" FOR FURTHER EXCEPTIONS
AH /dp
1073
lcc: Attn: George Noble
Greenstone Properties
3450 Martin Luther King Jr. Way S.
Seattle, WA
lcc: Cascade Savings and Loan
2828 Colby
Everett, WA 98201
.NT052921/1073 Page.4
NJRTHWESTERN
TITLE A
A Minnesota Title Company
w. 1srLL+: Ix'• ?.:G�:�:'w;.LS�:'itYU�:iNri'F./ Ain?} 1' s' ii u[.#`✓.: M, ttin�: if•^ 4' fS_ �rXRx�xi�ww,. ro. w„ wa, ru. w..+. �, w. w, .• vnroao� .+•n *w...,ww+�nenw+x•.rvex; 1�U.nics..x'�rrt'v
EXHIBIT "A"
The North half of Tract 30 and all of Tract 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, according to the plat
recorded in Volume 12 of Plats, page 47, in King County, Washington;
(Also known as Tracts A and B of Lot Line Adjustment No. 685079,
recorded under Auditor's File No. 8707241153). •
END OF EXHIBIT "A"
NT052921/1073 Page 5
\ n
1 ::RTHWESTERN
TITLE / EPL
�•',`� A Minnesota Tide Company
Grantee:
Purpose:
Area Affected:
EXHIBIT "B"
A. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF:
NT052921/1073 Page 6
1 , JRTHWESTERN
TfTL /,�
�•t A Minnesota Ttle Company
City of Seattle, a municipal corporation
Electric underground distribution facilities
That portion of the North half of Tract 30
and all of Tract 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, Addition to the City of
Seattle, as recorded in Volume 12 of Plats,
page 47, records of King County, Washington,
described as follows:
Beginning.at the intersection of the
centerline of 47th Avenue South with the
monument line in South 107th Street (a.k.a.
South Ryan Way) ;
thence North, 00°33'23" East along said
centerline 740.2 feet;
thence South ° 16'39',''East 30.00 feet;
thence South 00 ° 33'23" West 41.00 feet to the
true point of beginning;
thence South 88 ° 16'39" East 8.00 feet;
thence on a curve to the right, the center of
which bears South 88 ° 16'39" East, having a
radius of 22 feet and subtending central
angle of 91 °09'58 ", 35.00 feet to a point of
tangency;'
thence South 88 ° 16'39" East 101.15 feet to a
point of curve;
thence on a curve to the right, the center of
which bears South 00 ° 33'23" West, having a
radius of 17 feet and subtending a central
angle of 53 ° 07'48 ", 15.76 feet to a point of
reverse curve;
thence on a curve to the left, having a
radius of 43 feet andisubtending a central
angle of 286 0 15 1 36';; 214.84 feet to a point
of reverse curve;,
thence on a curve to the right; having a
radius of 17 feet and subtending a central
angle of 53 ° 07'48 ", 15.76 feet to a point of
tangency;
thence North 88 ° 16'39" West 102.82 feet to a
point of curve;
thence on a curve to the right, the center of
which bears North 00 ° 33'23" East, having a
radius of 22 feet and subtending'a central
angle of 88 ° 50'02 ", 34.11 feet;
thence North 88 °16'39" West 8.00 feet;
NT052921/1073 Page 7
I , JRTHWESTERN
TITLE
m �� A Minnesota TUe Company
thence South 00 °33'23" West 82.01 feet to the
true point of beginning.
Recorded: June 25, 1985
0 Recording No.: 8506250529
B. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF:
Grantee: The City of Seattle, a municipal corporation
of the State of Washington
Purpose: Watermain and appurtenances, including but
not limited to connecting water service
pipes, hydrants and meters
Area Affected: That portion of the North half of Tract 30
and all of Tract 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, Addition to the City of
Seattle, as recorded in Volume 12 of Plats,
page 47, records of King County, Washington,
described as follows:
Beginning at'the intersection of the
1 centerline of 47th Avenue South as platted •
with the monument line in South 107th Street
(a.k.a. South Ryan Way);
thence North 00 ° 33'23" East along said
centerline a distance of 740.2 feet;
thence South 88 ° 16'39" East a distance of
30.00 feet to the true point of beginning;
thence South 00 °33'23" West a distance of
41.62 feet;
thence South 89 °26'37" East a distance of
10.00 feet;
thence on a curve to the right, the center of
which bears South 89 °26'37'! East, having a
radius of 20 feet and subtending a central
angle of 91 ° 09'58 ", an arc distance of 31.82
feet to a point of tangency;
thence South 88 ° 16'39" East a distance of
95.04 feet' to a point of curve;
thence on a curve ;to 'the right, the center of
which bears South 1 ° 143'21." West, having a
radius of 15 feet and subtending a central
angle of 56 ° 22'07 ", an arc distance of 14.76
feet to a point of reverse curve;
thence on a curve to the left, the center of
which bears North 58 ° 05'28" East, having a
radius of 50 feet and subtending a central
angle of 292 °44'15 ", an arc distance of
255.46 feet to a point of reverse curve;
thence on a curve to the right, the center of
which bears North 54 °38'46" West having a
radius of 15 feet and subtending a central
angle of 56 °22'07 ", an arc distance of 14.76
feet to a point of tangency;
Recorded:
Recording No.:
C. BASEMENT, AND THE TERMS AND CONDITIONS THEREOF:
Grantee: Pacific Northwest Bell Telephone Company, a
Washington Corporation
Purpose: Underground communication lines and above
ground cabinets
Area Affected: Beginning at the intersection of the
centerline of 47th Avenue South as platted
with the monument line in South 107th Street
(a.k.a. South Ryan Way);
thence North 00 ° 33'23" East along. said
centerline a distance of 740.2 feet; thence
South 88 °16'39" East a distance of 30.00 feet
to the true point of beginning;
thence South 00 °33'23" West a distance of
41.62 feet; thence South 89 °26'37" East a
distance of 10.00 feet; thence on a curve to
the right, the center of which bears South
89 °26'37" East, having a radius of 20 feet
and subtending a central angle of 91 ° 09'58 ",
an arc distance of 31.82 feet to a point of
tangency;
thence South 88 ° 16'39" East a distance of
95.04 feet a pointof curve;
thence on a curve toj the right, the center of
which bears South,l °43'21!' West, having a
radius of 15 feet and subtending a central
angle of 56 °22'07 ", an 'arc distance of 14.76
feet to a point of reverse curve; -
thence on a curve to the left, the center of
which bears North 58 °05'28" East, having a
radius of 50 feet and subtending a central
angle of 292 °44'15 ", an arc distance of
255.46 feet to a point of reverse curve;
NT 3 Page 8
t∎, .
TITLE A
A Minnesota Tide Company
thence North 88 °16'39" West a distance of
96.70 feet to a point of curve; ••-
thence on a curve to the right, the center of
which bears North 1 ° 43'21" East, having a
radius of 20 feet and subtending a central
angle of 88 ° 50'02 ", an arc distance 31.01
feet; •
thence North 89 ° 26'37" West a distance of
10.00 feet;
thence South 00 ° 33'23" West a distance of
40.40 feet to the true point of beginning.
June 24, 1985
8506240887
Recorded:
Recording No.:
Grantee:
Purpose:
Area Affected:
N1152921/1073 Page 9
E. EASEMENT, AND THE TERMS AND CONDITIONS THEREOF:
' ..JRTHWESTERN
TITLE 14X
A Minnesota Tire Company
thence on a curve to the right, the center of
which bears North 54 °38'46" West having a
radius of 15 feet and subtending a central
angle of 56 ° 38'46" West having a radius of 15
feet and subtending a central angle of
56 ° 22'07 ", an arc distance of 14.76 feet to a
point of tangency;
thence North 88 ° 16'39" West a distance of
96.70 feet to a point of curve;
thence on a curve to the right, the center of
which bears North 1 ° 43'21" East, having a
radius of 20 feet•and subtending a central
angle of 88 °50'02 ", an arc distance of 31.01
feet;
thence North 89 °26'37" West a distance of
10.00 feet;
thence South 00 °33'23" West a distance of
40.40 feet to the true point of beginning.
Said easement being (A) all streets as
contructed or to be constructed within the
above described property (This clause to
become null and void if and when said roads
are dedicated to the public) (B) The
exterior 10 feet, parallel with and adjoining
the street frontage of all lots and tracts,
said lots and tracts as delineated on the
final approved plat.
July 3, 1985
8507030444
D. Covenants, Conditions, Restrictions, Easements,'Dedication,
Notes, and Recitals, if any, contained on Boundary Line
Adjustment recorded under Recording No. 8707241153.
(Copy attached)
Washington Natural Company, a Washington .
Corporation , t
Gas pipeline or pipelines
That portion of the North half of Tract 30
and all of Tract 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, Addition to the City of
Seattle, as recorded in Volume 12 of Plats,
page 47, records of King County, Washington,
described as follows:
3
3 Recorded:
Recording No.:
Beginning at the intersection of the
centerline of 47th Avenue South as platted
with the monument line in South 107th Street
(a.k.a. South Ryan Way);
thence North 00 °33'23" East along said
centerline a distance of 740.2 feet;
thence South 88 °16'39" East a distance of
30.00 feet to the true point of beginning;
thence South 00 °33'23" West a distance of
41.62 feet; thence South 89 ° 26'37" East a
distance of 10.00 feet; thence on a curve to
the right, the center of which bears South
89 ° 26'37" East, having a radius of 20 feet
and subtending a central angle of 91 ° 09'58 ",
an arc distance of 31.82 feet to a point of
tangency; thence South 88 °16'39" East •
distance of 95.04 feet to a point of curve;
thence on a curve to the right, the center of
which bears South 1 °43'21" West, having a
radius of 15''feet and subtending a• central
angle of 56 °22'07 ", an•arc distance of 14.76
feet to a point of reverse curve; thence on a
curve to the left, the center of which bears
North 58 °05'28" East, having a radius of 50
feet and subtending a central angle of
292 ° 44'15 ", an arc distance of 255.46 feet to
a point of reverse curve; thence on a curve
to the right, the center of which bears North
54 ° 38'46" West having a radius of 15 feet and
subtending a central angle of 56 ° 22'07 ", an
arc distance of 14.76 feet to a point of
tangency; thence North 88 ° 16'39" West a
distance of 96.70 feet to a point of curve;
thence on a curve to the right, the center of
which bears North 1 ° 43'21" East, having a
radius of 20 feet and subtending a central
angle of 88 °50'02 ", an arc distance of 31.01
feet; thence North 89.°26'37" West a distance
of 10.00 feet; thengeSouth 00 ° 33'23" West a
distance of 40.40, e;et to the true point of
beginning.
October 13, 1987
8710130836
END OF EXHIBIT "B"
NT052921/1073 Paac 10
•:)RTHWESTERN
TITLE AWL
co A Minnesota Tide company
NORTHWESTERN
TITLE �
Lv
1201 Third Ave.. Suite 1410
Seattle. Washington 98101.3095
206/625.1952
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Dimensions of subject promises are•
This sketch does not purport to show all highways, roads or easements affecting said properly. No liability is assumed for variations in dimensions and location, and is not
based upon a survey of the property described in this order. 11 is furnished without charge, solely for the purpose of assisting in locating the described premises. The Company
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1 Crtt;
CITY OF TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
APPLICANT
Name:
Signature:
LOCATION
Street Address:
PARCELS
Zoning District
Existing Use
Proposed Use
Proposed Lot Size
Se
DATE OF LAST PLAT:
QUARTER
A
3
SECTION
B
Z3
TOWNSHIP
SHOF; PLAT 4..
APPLICATION << 04 1992
6300 Southce. ^ter Boulevard, i LJ 1
Telephone: (206) 431 -3680
l■ A- i/) rUWO
Address: (U t ) 9.3 g ea�/o. 9 6-vtoft v � �OV
Cit L & ' 2 il % ' p : -/ 0706 Phone:7aiJ'y,�J
V" /� � 1 I Date: S—II f p�
/04faF /1)4\ fl„e��� i gsl
If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and
nearest intersection.
C
-4
RANGE
D
LEGAL DESCRIPTIONS
BEFORE THE SHORT SUBDIVISION:
AFTER THE SHORT SUBDIVISION:
SHf?RT PLAT NUMBER L ` 0 -
' TY OF TUKWILA, WASHING1
E
This space reserved for recorder's use
Return to:
Dept. of Community Development
Planning Division
City of Tukwila
6300 Southcenter Boulevard
Tukwila, Washington 98188
APPROVAL
Reviewed and approved by the Short
Subdivision Committee and hereby certi-
fied for filing this 28 day of
�l ✓ ,19 Tz-
hairman, Short Subdivision Committee
DEPARTMENT OF ASSESSMENTS
Examined and approved this
day of ,19_.
Assessor
Deputy Assessor
Page / of //
•
EXISTING LEGAL DESCRIPTION
THE NORTH HALF OF TRACT 30 AND ALL OF TRACT 31, MERRICK'S
ACRE TRACTS DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE,
ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE
47, IN KING COUNTY, WASHINGTON;
(ALSO KNOWN AS TRACTS A AND B OF LOT LINE ADJUSTMENT NO.
685079, RECORDED UNDER AUDITOR'S FILE NO. 8707241153).
P'qe
PARCEL A AFTER DEDICATIONS
THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT THE NORTHWEST CORNER OF SAID TRACT 31 AND THE
EAST MARGIN OF 47TH AVE. SOUTH; THENCE S 88 ° 37'30" E, ALONG
THE NORTH LINE OF SAID TRACT, 10.00 FEET TO THE EAST LINE OF
THE WEST 10 FEET OF SAID TRACT 31 AND THE TRUE POINT OF
BEGINNING; THENCE CONTINUING S 88 ° 37'30" E 94.00 FEET;
THENCE S 0 ° 13'34" W 76.60 FEET; THENCE N 88 ° 38'14" W 69.49
FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT
WITH A RADIUS OF 25 FEET AND AN ARC OF 38.77 FEET TO THE
EAST LINE OF SAID WEST 10.00 FEET; THENCE N 00 ° 13'34" E,
ALONG SAID EAST LINE 52.11 FEET TO THE TRUE POINT OF
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 °38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF. REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
.
THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31
LYING S 88 ° 37'30" E 104.00 FEET FROM THE NORTHWEST CORNER
THEREOF; THENCE S 0 ° 13'34" W 76.60 FEET; THENCE S 88 ° 38'14"
E 39.49 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO
TEE LEFT WITH A RADIUS OF 25 FEET AND AN .ARC OF 20.15 TO A
POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE RIGHT WITH
A RADIUS OF 40 FEET AND AN ARC OF 57.19 FEET; THENCE N
0 ° 13'34' E 64.11 FEET TO THE NORTH LINE OF SAID TRACT 31;
THENCE N 88 ° 37'30" W, ALONG THE NORTH LINE OF SAID TRACT,
-110.00-FEET-TO THE - POINT- OF...BEGINNING.. .
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.7.5; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
/'94e
PARCEL C
<...•.,....•. "
. ..
THAT PORTION OF TRACT 31, MERRICK'S ACRE TRACTS DIVISION NO.
2, ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT
RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 31
LYING S 88 ° 37'30” E 214.00 FEET FROM THE NORTHWEST CORNER
THEREOF; THENCE S 0 W 64.11 FEET TO A POINT OF
CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIAL
BEARING OF N 37 ° 05'30" E, A RADIUS OF 40 FEET AND AN ARC OF
37.89; THENCE S 88 ° 38'14" E 80.37 FEET TO THE EAST LINE OF
SAID TRACT 31; THENCE N 0 ° 15'47' E, ALONG SAID EAST LINE,
96.56 FEET TO THE NORTE LINE OF SAID TRACT 31; THENCE N
88 ° 37'30" W 96.4 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND/OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A PAINT OF CURVATURE; THENCE ON A
CURVE TO TEE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
PARCEL D
•
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 31 S
0 ° 15'47" W 96.56 FEET FROM THE NORTHEAST CORNER OF SAID
TRACT 31; THENCE CONTINUING, S 0 ° 15'47' W, ALONG THE EAST
LINE OF SAID TRACTS, 96.56 FEET TO THE SOUTH LINE OF THE
NORTH HALF OF TRACT 30; THENCE N 88 ° 38'57" W, ALONG SAID
SOUTH LINE, 96.31 FEET; THENCE N 0 ° 13'34' E 65.06 FEET TO A
POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A
RADIAL BEARING OF S 36 E, A RADIUS OF 40 FEET AND AN
ARC OF 36.30 feet; THENCE S 88 ° 38'14" E 80.37 FEET TO THE
POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, AND -
UTILITIES AS SHOWN UPON THE PLAT MA.P, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR'
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS '30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS. AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
P9e ____aF..22..
PARCEL E
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 116.63
FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14' E 104.00 FEET TO THE TRUE POINT OF BEGINNING;
THENCE CONTINUING S 88 ° 38'14' E 38.70 FEET TO A POINT OF
CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF
-25 FEET AND AN ARC OF 20.15 TO A POINT OF REVERSE CURVE;
THENCE ON A CURVE TO TEE LEFT WITH A RADIUS OF 40 FEET AND
AN ARC OF 58.77 feet; THENCE S 0 ° 13'34" W 65.06 FEET TO THE
SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30, SAID POINT
'BEINGN 88 ° 38'57" W 96 FROM THE EAST LINE OF SAID
TRACT 30; THENCE N 88 ° 38'57' W, ALONG SAID SOUTH LINE,
110.00 FEET; THENCE N 0 ° 13'34' E 76.60 FEET TO THE TRUE
POINT OF BEGINNING.
TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON THE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE S
88 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
,C)99& 4,2Z
PARCEL F - AFTER DEDICATIONS
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13 1 34" W 116.63
FEET FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE
CONTINUING S 0°13'34" W, ALONG SAID MARGIN 76.62 FEET TO THE
SOUTH LINE OF THE NORTH HALF OF SAID TRACT 30; THENCE S
88 ° 38'57" E, ALONG THE SOUTH LINE OF SAID NORTH HALF, 10.00
FEET TO THE EAST LINE OF THE WEST 10.00 FEET OF SAID TRACT
30 AND THE TRUE POINT OF BEGINNING• THENCE CONTINUING S
88 ° 38'57" E 94.00 FEET; THENCE N 0 E 76.60 FEET;
THENCE -N 88 ° 38'14' W -68.50 FEET TO A POINT-OF-CURVATURE;
THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AND
AN ARC OF 39.77 FEET TO THE EAST LINE OF THE SAID WEST 10;
THENCE S 00 13'34" E 50.93 FEET TO THE TRUE POINT OF
BEGINNING.
.TOGETHER WITH A PRIVATE ROAD FOR INGRESS, EGRESS AND
UTILITIES AS SHOWN UPON TEE PLAT MAP, SAID PRIVATE ROAD
SHALL BE MAINTAINED, REPAIRED, AND /OR REBUILT BY THE OWNERS
OF THE PARCELS HAVING LEGAL ACCESS THEREFROM AND THEIR
HEIRS, ASSIGNS AND SUCCESSORS, DESCRIBED AS FOLLOWS;
THAT PORTION OF TRACTS 30 AND 31, MERRICK'S ACRE TRACTS
DIVISION NO. 2, ADDITION TO THE CITY OF SEATTLE, ACCORDING
TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 47, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS;
BEGINNING AT A POINT OF THE WEST LINE OF SAID TRACTS AND THE
EAST MARGIN OF 47TH AVE. SOUTH LYING S 0 ° 13'34" W 76.62 FEET
FROM THE NORTHWEST CORNER OF SAID TRACT 31; THENCE $
B8 ° 38'14" E 143.49 FEET TO A POINT OF CURVATURE; THENCE ON A
CURVE TO THE LEFT WITH A RADIUS OF 25 FEET AN ARC OF 20.15
FEET TO A POINT OF REVERSE CURVE; THENCE ON A CURVE TO THE
RIGHT WITH A RADIUS OF 40 FEET AND ARC OF 190.15 FEET TO A
POINT OF REVERSE CURVATURE; THENCE ON A CURVE TO THE LEFT
WITH A RADIUS OF 25 FEET AN.ARC OF 20.15; THENCE N 88 ° 38'14"
W 142.70 FEET TO THE WEST LINE OF SAID TRACTS AND THE EAST
MARGIN OF 47TH AVE. SOUTH; THENCE N 0 ° 13'34" E 40.01 FEET TO
THE POINT OF BEGINNING.
t i V.. ..Fnd conc. o� yv/braas pin
Q • • In case 4/3 92
55 5' offset north
N 88'27'39" W
279.96
•
20' 120'
♦, to
l
2
O 104.00
re-
10'
I(1 g
m 1
Il 5
00
0
er meter
Land Surveyor's Certificate
This short plat correctly represents a
survey rude by rye or under my direction
In conforr ance 'sith the requirements of
appropriate stai.rr and county statute
ATE
tr 23‘05e
Certificate No.i
So. Victor St.
S 88'27'25" E
' • 238.51
Fnd pinch In N'ly rim SSMH 4/23/92
4.
5' chain link
fence
Parcel A
7,966 sq. ft.
Ad 88'51'46"
R s 25.00 1 L a 38.77
Q9.49. ' 39.49
104.01
PRIVATE ROAD FOR INGRESS, EGRESS EA ND
S 88'38'14" E '
190.00 31
104,00
68.50
Parcel F
7,966 sq. ftw.
1
n
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r-
N L• 91'08'12"
:2I R 25.00
• 1 L *• 39.77
c3
10'1'
•,J-{l
104.00
/ -, n n ") ri /. I i/1 •?.�
E - W centerline Sec. 3 --23 -4
/ wood fence
8
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0
CD
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l / 7
% / S8.
R a 25.00
co La 20.15
N
SOUTH LINE 0F THE NORTh
HALF OF TRACT 30
32
S 88'37'30' E
38.70
110.00
Parcel B
' 7,825' sq, ft,
Parcel E
7,841 sq. ft,..
110.00
S 88'38'57" E
30
Still f 1 1 m Intr
R fl 25.00
� ` a 20.15
in case 4/23/92
ass • ln In conc.
case 4/23/92
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Directions
Scale
1" is 50'
Parcel C
9,048 sq. ft.
/ A G O .ttf t i Coq
+ (oat _ be.
4 tUL Id. on `1't1►S
? ? )
• S88'38'14 E
11.6' 80.37
27.5'
Parcel D
9,049 sq. ft,
AUG 1 41992
COM "' J N ITY
DEVELOPMENT
MLp on File In Vault
.N
Page 9' or_ l�
DECLARATION:
_ SIGNATURES
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 the
same is made with the free consent and in accordance with the desire of the owner(s).
In with- whereof we have s -t ur ands and seals.
Name. 11 �I�II Ut/ A `4& l ame:
Name. Name.
Name: Name.
Name. Name.
STATE OF WASHINGTON
County of King
On this day personally appeared before me c-e.._
to me known to be the individual described in and who executed the ithin and foregoing in-
strument, and acknowledge that signed the same as ak--- free and voluntary act and
deed, for the uses and purposes therein mentioned.
GIVEN under my hand and official seal this / day of 72 Q'-e - ,19 9 2
s ooty me
��, CREq� �,. Notary Public in
�;
04 E .• r ''•residing at
o
e 4 : z
• M
STATE OF WASIENVTANT 4` 6sli
County of King '•.� ct j�•• Ma. • s; '•Z%
. 44 OF P ,�,.
On this day personally app b me
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge that signed the same as free and voluntary act and
deed, for the uses and purposes therein mentioned.
d for the State of Washington,
GIVEN under my hand and official seal this day of ,19
Notary Public in and for the State of Washington,
residing at
Short Plat Number 1 %• 0e f x..3,3 Page /6 of //
DECLARATION:
STATE OF WASHINGTON
County of King
•
•••• • Z
STATE OF WASH N
}i�iiitP
County of King
,Z9a -d43=3
FFIDAVIT OF OWNERSHIP
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 ad-
justment /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 witness w whereof we have set our h and seals.
Name: 1 co 1� 0
Name: Name:
Name: Name:
Name: Name:
On this day personally appeared before me ���,t
to me known to be the individual described in and who executed the
strument, and acknowledge that p _si the same as O.-- free
deed, for the uses and purposes therein mentioned.
t ossumeu t .
GIVEN under my ld,i ��
deal this / day of
o
Notary Public i
residing at
On this day personally appeared before me
to me known to be the individual described in and who executed the within and foregoing in-
strument, and acknowledge 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
Page 2/
n and foregoing in-
and voluntary act and
,19 902
d for the State of Washington,
,19
Notary Public in and for the State of Washington,
residing at
of .//
't Fnd conc. o w /brass pin
N in case 4/3/92
d 5' offset north
So. Victor St.
z
N W S 88'27'25" E
____,....„--. — ~ 38.51'
279'96 .�1
Fnd punch in N'ly rim SSMH 4/23/92
N
N
xi
.4 --1 S.88'37'30' E
O 104.00 • �'• ��- 110.00
Parcel B
�' 7,825' sq. ft.
a i'-
o Parcel A M W � �
h. 0• 7,966 sq. ft, o R = 25.00
',5 o L = 20.15 ?.19
to Z N` .
n I \
0
��- " ° 104.00 39.49 I
96.44'
Parcel C
r 9,048 sq. ft.
co
DATE
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7
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20'
w
17
20'
7.ertiFicate No.)
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x
0
o PRIVATE ROAD FOR NGRESS, EGRESS AND
N
• S 88 E UTILITICS ' S 88'38'14" E
N 190.00 • 31 - • ! 0 -11. ' 6: 80.37 •-i
el 27.5 Parfet D
38.70 " __961.49 sq ft
47o(.
5.104468 :8
11 LS
D)
1 04.00
wbter meter
Parcel F
7,966 sq. ft!-L1
d•
M
0
0
104.00
z
!�
SOUTH LINE OF NE NORTH
HALF OF TRACT 30
Land Surveyor's Certificate
Phis short plat Correctly represents o.
Survey made by roe or under my direction
to conformance with the requirements of
appropriate state and county statute
Parcel E •
7,8-+1 sq. et.
110.00
S 88'38'57" E
30
End brass pin in conc.
in case 4/23/92
R = 25.00 8.77.
cD L - 20.15
tD
D o i ,;"
/ 46°'
Fnd ass pin in conc.
case 4/23/92
•FS
• 96.31.
Map on FI(e In Vault
Direction) - -- .. a
Scale)
1 " =50'