HomeMy WebLinkAboutPermit 90-01-SMP - CITY OF TUKWILA - HWY 181 & 180TH STREET WIDENING SHORELINE SUBSTANTIAL DEVELOPMENT90-1-SMP
Permit 90-01-SMP - CITY OF TUKWILA - HWY 181 & 180TH STREET WIDENING SHORELINE SUBSTANTIAL DEVELOPMENT
CONDITIONAL USE OR VARIANCE
PERMIT APPLICATION
Planner:
Cross- Reference Files:
Telephone: (206) 433 - 0179
2. RELATION OF APPLICANT TO PROPERTY:
FOR:: STAFF 'USE; :ONLY., .. .
e:> ember:..
eceipt;
TYPE OF ACTION:
EI Substantial Development Permit Q Conditional Use El Variance
1. NAME OF APPLICANT: CITY OF TUKWILA - Department of Public Works
Address: 6200 Southcenter Boulevard
City: Tukwila State: WA Zip: 98188
0 Owner
Q Lessee
[I Purchaser
Q Other
3. PROPOSED DEVELOPMENT (be specific): Widen SR - 181 1,000 feet North & South of
South 180th Street from existing 5 lanes to 6 lanes to provide additional
left turn lanes at South 180th Street. Widen S. 180th St. 500 feet east and
west of SR -181 from existing 5 lanes to 6 lanes to provide right turn lanes at
SR -181. This includes widening the S. 180th St. bridge to 6 lanes from 5 lanes.
4. CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: Public Roadway
(see page 1 of Supplemental Information)
5. TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED
PROJECT (INCLUDE ADDITIONAL FUTURE DEVELOPMENTS
CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION): $ 1,110,000
6. GENERAL LOCATION OF PROPOSED PROJECT: Vicinity of South 180th St. and SR - 181
(W. Valley Highway); 1,000 feet north and south of S. 180th St. along SR -181,
and 500 feet east and west of SR -181 along S. 180th Street , within
N.E. QUARTER of SEC 35 of Township 23 N., Range 4 W.M.,
in Tukwila, King County, Washington, adjacent to the Green River.
(see page 6, figure 1 of Supplemental Information)
t
7. LIST THE MASTER PROGRAM POLICIES (USE PROGRAM SECTIONS OR
PAGE NUMBERS) WHICH ARE APPLICABLE TO THIS DEVELOPMENT:
Overall goals; P4.1: 2,4,5,6,7,8,; 94.2:
Goals 1, Policies 1,4,5,7,8; Public Access Element:, P4.3: Gc.als 1,2,3,4,5,
Policy lb. 2; Circulation Element, P4.4: Goals 1,2, Policies 1,3,;
Recreation Element, P4.5: Goals 1,2, Policies 3, 4a, 4b; Shoreline Use
Element P4.6: Goals 1,2, Policies la, lb, ic, 2,3,4; Conservation Element,
P4.7: Goals 1,2,3, Policies 2,3,4,7,8.9; Environments, P5.1.
8. LIST ANY OTHER PERMITS FOR THIS PROJECT FROM STATE, FEDERAL OR LOCAL GOVERN-
MENTAL AGENCIES FOR WHICH YOU HAVE APPLIED OR WILL APPLY, INCLUDING THE
NAME OF THE ISSUING AGENCY, WHETHER THE PERMIT HAS BEEN APPLIED FOR (AND
IF SO, THE DATE OF THE APPLICATION), WHETHER THEN APPLICATION WAS APPROVED
OR DENIED AND THE DATE OF SAME, AND THE NUMBER OF THE APPLICATION OR PERMIT:
A hydraulic permit from the Department of Fisheries and Department of Game
will be submitted. It is not kri::c4 if there is an existing lease agreement
regarding the S. 180th Street Br_u'e Giee ii _ve:. The DNc: will find out
at the time of this writing. No permits needed for the following: Section 10
and 404 of the Army Corps of Engineers, and Coast Guard Section 9.
(see page 4 and 5 of Supplemental Information)
SHO.t:.L.INE PERMIT APPLICATION
Page 2
9. NATURE OF THE EXISTING SHORELINE. DESCRIBE TYPE OF SHORELINE, SUCH AS
STREAM, LAKE, MARSH, FLOOD PLAIN, FLOODWAY, DELTA; TYPE OF BEACH, SUCH AS
EROSION, HIGH BANK, LOW BANK, OR DIKE; MATERIAL SUCH AS SAND, GRAVEL, MUD,
CLAY, ROCK, RIPRAP; AND EXTENT AND TYPE OF BULKHEADING, IF ANY:
(To be completed by local official)
Type of Shoreline: River
Type of Beach: Dike
Material: Sandy gravel with vegetation cover.
(-.
SHOncLINE PERMIT APPLICATION
Page 3
10. IN THE EVENT THAT ANY OF fHE PROPOSED BUILDINGS OR STRUCTURES WILL
EXCEED A HEIGHT OF THIRTY -FIVE FEET ABOVE THE AVERAGE GRADE LEVEL,
INDICATE THE APPROXIMATE LOCATION OF AND NUMBER OF RESIDENTIAL
UNITS EXISTING AND POTENTIAL, THAT WILL HAVE AN OBSTRUCTED VIEW:
(To be completed by local official) Not Applicable
11. IF TH.. APPLICATION INVOLVES A CONDITIONAL USE OR VARIANCE, SET FORTH
IN FULL THAT PORTION OF THE MASTER PROGRAM WHICH PROVIDES THAT THE
PROPOSED USE MAY BE A CONDITIONAL USE, OR, IN THE CASE OF A VARIANCE,
FROM WHICH THE VARIANCE IS BEING SOUGHT:
(To be completed by local official) Not Applicable
12. GIVE A BRIEF NARRATIVE DESCRIPTION OF THE GENERAL NATURE OF THE
IMPROVEMENTS AND LAND USE WITHIN ONE THOUSAND (1,000) FEET IN ALL
DIRECTIONS FROM THE DEVELOPMENT SITE:
Widen public roadway. Green River will not be disturbed. Existing land
use is Light Industrial and Commercial at this time. The existing landscape
is expected to remain the same. This project will not initiate nor encourage
chap es to the existing land use. (see page 3 -5 of Supplemental Information)
DATE: /'"/ "IC SIGNATURE:
(29 /SHOR.APP1,2)
I HEREBY CERTIFY that I am the above- mentioned.applicant for a
permit to construct a substantial development pursuant to the
Shoreline Management Act of 1971, and that to the best of my
knowledge the information submitted is true and correct.
EXISTING CONDITIONS
ROADWAYS
( !r
State Route 181 (West Valley Highway)
Classification: Principal Arterial - Special Multi -Lane
The existing facility provides a four -lane roadway section with left turn channelization at
selected intersections, two -way left turn lanes are present along selected section of the
immediate area traversed b j the route is dominated by commercial and industrial
development in the City of Tukwila and Kent. The remainder of the route, within the
project limits, is undeveloped lands which fall in the path of future commercial expansion.
Snnth 1Aflth Street Minnr
Classification: Arterial
South 180th Street is an urban arterial which serves as a major east /west arterial from Sr
515 to the Sea -Tac vicinity. South 180th Street provides one of the two crossings of the
Green River south of Interstate 405 and north of South 212th Street.
CHANNELIZATION
The existing facility presents four 10 foot through lanes with three foot shoulders. Twelve
foot left turn lanes are provided at the South 1,80th Street intersection as shown in Figures
2 and 3. The left turn lanes continues north, on Sr 181, as a two -way left turn lane.
Shoulder treatment includes guard rail along the side adjacent to the Green River. A curb, and sidewalk section is present on the east side of the north leg of the intersection.
Metal bin retaining walls exist adjacent to the Green River to avoid impacting the river
channel in several locations.
South 180th Street
The present facility is a five -lane urban arterial with left turn channelization and two -way
left turn lanes extending east and west of its intersection with SR 181. Edge treatment
consists of cement concrete curbs, gutters and sidewalks. Existing pavement widths are 60
feet on the west leg as shown in Figures 4 and 6, and 56 feet on the east leg.
PEDESTRIAN /BICYCLE CIRCULATION
Existing pedestrian /bicycle facilities in the vicinity of the Sr 181 /South 180th Street
intersection, include concrete sidewalks on both sides of South 180th Street from the west
pavement seat of the South 180th Street bridge easterly.
Existing concrete sidewalk is available on the east side of SR 181 north of the intersection.
South leg of SR 181 has no existing sidewalk.
-1-
IMPROVEMENT JUSTIFICATION
This intersection has been recognized as a severely congested area in need of improvement
for many years. Vehicles travelling along the South 180th street corridor and at the SR
181 /South 180th Street intersection during peak periods of a typical weekday, experience
excessive delays. During noon and PM peak period, the signal cycle lengths at the SR
181 /South 180th Street intersection become very long, causing poor vehicle progression
through the corridor and excessive significant vehicle queues to form. These queue lengths
extend far enough on all approaches to cause vehicle delays throughout the South 180th
Street corridor and on north and southbound SR 181 in the intersection vicinity.
In order to identify the type of improvements needed to increase vehicle progression and
reduce vehicle delays during the noon and PM peak periods, a study was prepared by
INCA Engineers, Inc. in April of 1989. The results of the short-term and long -term
improvement alternative analysis are summarized as part of this design report.
1989 LEVEL OF SERVICE
Based on peak hour turning movement counts collected by Trafficount, for the City of
Tukwila, in February 1989 during both the noon and PM peak periods, a level of service
(LOS) analysis was conducted at the intersection of SR 181 /South 180th Street, following
calculation procedures outlined in the 1985 Highway Capacity Manual. Both the noon
(11:30 a.m.-12:30 p.m.) and PM peak (4:15 -5:15 p.m.) hours were examined to determine
existing level of service and potential intersection capacity of various improvement
alternatives.
An operational analysis was conducted at the intersection. Currently, the intersection of
SR 181 /South 180th Street operates at LOS E (57 seconds of delay per vehicle) and LOS F
(64 seconds delay per vehicle) during the 1989 noon and PM peak hours, respectively,
indicating jammed stop and go conditions.
Implementation of the proposed improvements will significantly increase mobility, lessen
accident potential and decreas delays. The proposed improvements would provide an
additional 10 to 15 years of service over existing conditions.
-2-
3
PROPO ED IMPROVEMENTS
The improvements recommended in this design are proposed for the intersection
improvements of the SR 181 /South 180th Street intersection in Tukwila, Washington, as
shown in Figure 1.
Proposed improvements include:
L Widening the south side of the west approach of South 180th Street to provide an
additional through lane and sidewalk.
L Widening both the north and south approaches of SR 181 to the east to provide dual
northbound to westbound and southbound to eastbound protected left -turn lanes.
L Widening the east approach of South 180th Street to provide an exclusive
westbound to northbound right turn lane.
L New traffic signal system and lighting improvements.
L Signing, striping and channelization improvements.
Proposed improvements are described in detail below:
L SR 181 South Leg.
An additional 18 feet of roadway will be added on the east side of the existing five -
lane facility to provide an additional left -turn lane as shown in Figure 2.
L SR 181 North Leg
An additional 12.5 feet of roadway, including curb and gutter, will be added on the
east side of the existing five -lane facility to provide an additional left turn lane as
shown in Figure 3.
L South 180th Street West Leg
The existing urban street section will be widened an additional 18 feet to provide a
right turn lane at the intersection with SR 181 as shown in Figure 4. The widening
will include a six foot sidewalk on the south side. The addition of a six foot sidewalk
on the north side is also provided.
L South 180th Street East Leg
Similar to the west leg of South 180th Street, the improvement includes widening
the east leg 12.5 feet on the north side to provide a nght turn lane. In addition to
the street widening a 6 foot sidewalk will be reconstructed adjacent to the curb as
shown in Figure 6.
SIGNALIZATION
STORM DRAINAGE
EARTH WORK
In addition to the roadway widening a new traffic signal system will be installed at the SR
181 /South 180th Street intersection. Improvements include new signal poles, mast arms,
vehicle and pedestrian signal heads emergency pre - emption sensors, and luminaires.
This intersection will be interconnected with the existing signalized intersections Sperry
Drive /South 180th Street and 72nd Street /South 180th Street.
Storm drainage facilities for widening the SR 181 /South 180th Street intersection will
consist of minor modifications to existing storm sewer systems in place on SR 181 and
South 180th Street. Runoff will be diverted to existing catch basins by adding catch basins
and inlets at selected locations.
Runoff outfall is to enter Green River. To eliminate adverse effects to the water quality of
the river during construction, bails of hay and silt fences will be installed to prevent erosion
along the west side of the river bank. Oil and grease separators are to be installed in
special catch basins to separate oil and grease from water.
Approximately 5,000 cubic yards of granule material from State approved sites will be used
to construct roadway embankment. Clearing and grubbing work would generate
approximately 500 cubic yards of extraneous materials which will be removed from the site
and disposed of in accordance with construction requirements of the . State and APWA
specifications.
EXISTING CONDITIONS
The Orillia Bridge (South 180th Street Bridge) over Green River is located along South
180th Street intersection on the west approach.
The existing structure, constructed in 1968, was designed for HS20 Loading and is in good
condition. The present roadway width is 60 feet. The superstructure consists of welded
steel plate girders continuous over spans at 37 feet -115 feet -37 feet supporting a light
weight concrete deck. Concrete abutments and wall piers are supported by treated timber
piles.
The South 180th Street Bridge will be widened an additional 20 feet to provide a right turn
lane at the intersection with SR 181. The widening will include 8 foot sidewalks on both
sides of the bridge, and a 12 foot wide right turn lane on the south side of the bridge.
Currently, the bridge provides 2 to 4 foot sidewalks, See Figure 5. Existing concrete
abutments, piers and treated timber piles will be extended to support three additional
welded plate girders with composite concrete decks.
The existing span lengths and vertical clearances will be maintained. The widened portion
will be designed for AASHTO HS20 Liveload matching that of the existing structure. The
bridge deck will be flared at the east abutment to provide a'turning radius of 55 feet and an
8 foot sidewalk as both corners.
The proposed widening to the north side of the existing bridge will be limited to widening
the easterly 40 feet of the structure. The abutment will be extended to support a welded
steel plate girder which will attach to the existing exterior at the east pier. The roadway
deck will be flared to provide a turning radius of 55 feet and an 8 foot sidewalk. Again,
existing span lengths and vertical clearances will be maintained.
SEA , TAC
IN
AI IPORT
Li
TUKWILA
S.180th ST
S.212th ST.
S.208th ST.
VICINITY MAP
CITY OF TUKWILA
SR 181 / S. 180TH STREET IMPROVEMENTS
T23 N
% Panther
Lake
IF
FIGURE 1
R/W
R/W
VARIABLE
3' 3' 10' 10' 6'
L.
METAL BIN WALL
VARIABLE
3'4 I I'
LL'
Q
VARIABLE
6' 10' 10' 3'
T L.
EXISTING
II' 6'
L.
Q
6' 12' I I' II ' 4'
T. L.
L.T. L.
PROPOSED
C
VARIABLE R/W
TYPICAL ROADWAY .SECTION
SOUTH LEG SR 181
LOOKING NORTH
L.T. L. = LEFT TURN LANE
CITY OF TUKWILA
SR 181 / S. 180TH STREET IMPROVEMENTS
R/W
FIGURE 2
i
R/W
R/W
VARIABLE
3' 10' 10' 6'
VARIABLE
4 11'
L.
6'
TL
3'
EXISTING
11' 6'
L.
6' 12'
T.L.
VARIABLE
L.T. L.
PROPOSED
13'
VARI ABLE
11'
TYPICAL ROADWAY SECTION
NORTH LEG SR 181
LOOKING NORTH
17'
12.5
R/W
R/W
5'S /W
4'
CITY OF TUKWILA FIGURE 3 J
SR 181 / S. 180TH STREET IMPROVEMENTS
R/W
Asu
4'
R/W
36'
36'
6' 12' 12' 6'
L.
12' 6' 6' 12'
L. T.L.
EXISTING
g.
36'
6' 12' 12'
T.L.
PROPOSED
36'
R W
PRIVATE
PARKING
R/W
12'
R. T.L.
18'
TYPICAL ROADWAY SECTION
SOUTH 180TH ST. (WEST LEG)
LOOKING EAST
R.T. L. = RIGHT TURN LANE, LT L. = LEFT TURN LANE
CITY OF TUKWILA
SR 181 / S. 180TH STREET IMPROVEMENTS
6'
PRIVATE
PARKING
FIGURE 4
4' 12' 12'
L.
EXISTING
12'
L
6' 6' 12' 12' 4'
T.L.
c_
10' 12'
T. L.
PROPOSED
LOOKING EAST
L.T.L. = LEFT TURN LANE
CITY OF TUKWILA
SR 181 / S. 180TH STREET IMPROVEMENTS
12'
1
TYPICAL ROADWAY SECTION
SOUTH 180TH ST (WEST LEG)
GREEN RIVER BRIDGE
12' 8'
■ r _
R.T. L.
20'
FIGURE 5
R/W R/W
R/W
1-
6 12.5'
R.T.L.
12.5'
50' 50'
11' 11' 6 6' 11' 11'
50'
11'
L. T.L
EXISTING
11' _6' 6' 11'
L. T.L
PROPOSED
TYPICAL ROADWAY SECTION
SOUTH 180TH ST (EAST LEG)
LOOKING EAST
R.T. L = RIGHT TURN LANE, L.T. =, LEFT TURN LANE
CITY OF TUKWILA
SR 181 / S. 180TH STREET IMPROVEMENTS'
11'
50'
6'
R/W
FIGURE 6
000020-0008-08
CENTERPOINTE 980782
C/0 MANAGEMENT NORTHWEST INC
PO BOX •6309
LYNNW000 WA 98036
000020- 0017 -07
UNION OIL'CO OF CALIFORNIA
PROPERTY TAX
PO BOX 7600
LOS ANGELES CA
640760- 0160-09
CAM INDUSTRIES INC
18250 68TH S
KENT WA
788890- 0170 -07
CORPORATE PROPERTY
C/O WALKER JOHN
305 E 47TH ST
NEW YORK NY
362304- 9013-03
GLAOSJO WILLIAM M
15706 SE 160TH PL
RENTON WA
362304- 9016-00
CITY OF TUKWILA
6200 SOUTHCENTER BV
TUKWILA WA
362304- 9017 -09
BOEING WILLIAM E.JR
1325 4TH AVE SUITE 1940
SEATTLE WA
362304- 9038 -04
BLU SKY ASSOCIATES
8009 S 180TH 4103
KENT'WA
362304- 9043 -07
CHU CHI-TAI
4431 NE 23RD CT
RENTON WA
362304 - 9057 -00
WINMAR COMPANY INC
PO BX 21545
SEATTLE WA
891449
90051
5N2095
98032
INVESTOR651900
10017
731149
98058
269700
98188
8N2919
98101
751254
98032
10377
98055
6N9999
98111
000020 - 0009 -07
A & H COMPANY
PC BOX 2547
KIRKLAND WA
640760- 0130-06
REHN PAUL
7011 S 182ND ST
KENT WA
640760 - 0170
BARGHAUSEN THOMAS A
18215 72N0 S
KENT WA
362304-9037-05
CHU CHI-TAI
4431 NE 23R0 CT
RENTON WA
362304- 9039-03
8LU SKY ASSOCIATES
8009 S 180TH :103
KENT WA
362304- 9053 -04
BLU SKY ASSOCIATES
8009 S 180TH '0103
KENT WA
362304- 9079 -04
BOEING WILLIAM E JR
1325 4TH AVE SUITE 1940
SEATTLE WA
362304 - 9087-04
CONTROLLER DEPT
P 0 BOX 160
SEATTLE WA
963025
98033
98031
832072
98032
362304 - 9011-05
LEIGH RABEL f, STAR MACHINEB32274
P 0 BOX 3595
'SEATTLE WA 98124
Z0377
98055
751255
98032
751253
98032
362304 - 9061-04
LEIGH RABEL 6 STAR MACHINER832272
P.O. BOX 3595
SEATTLE WA 98124
8N2919
98101
R0577'
98111
362304-9062-52
RYDER TRUCK RENTAL INC 900692
PO BOX 58128
TUKWILA WA
98138
362304- 9074-09
V E S I R E A L ESTATE LTD PAR711448
3605 132ND AVE SE STE 300
BELLEVUE WA 98006
362304- 9097 -02
SCIOLA NICK +PATRICIA ANN 9D2289
17 BRIDLEW000 CIRCLE
KIRKLAND WA 98033
362304-9094 -05
ARMSTRONG DANE A+ JACQUELYN 654899
T FIRST INTERSTATE BANK OF WA
POBCX 160 FIC - 12 /COMPTROLLER DEPT
SEATTLE WA 98111
362304- 9095 -04
BANC PROPERTIES III 876652
ARMSTRONG DANE 6 JACQUELYN
2363 40TH V23
LONGVIEW WA 98632
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50
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30
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ASPHALT WALK
Prop. Line
HIGH WATER
500 YR. FLOOD
ELEV. 26.6
APPROX.LOW
WATER
ELEV.5.0 !
R/W Li
R/W
SECTION A -A
SCALE: HORIZ. I "• 40'
VERT. I "• 20'
CITY OF TUKWILA
Proposed Rood Approach
in
O
R/W
i " ri h �
LT L:
EXIST. GUARD RAIL
EXIST. BIN WALL
LEL. -PROPOSED
WIDENING
Close Road Approach
Lett
By Others
W one
�� - Esist. Parking Area
40
30
20
10
0
50
40
30
20
10
0
R t c We II
O
0
N
o`
v
W
Begin improvement Lett
Sta. 13 +80
•
a
•
W
b
W
3
5
LASPHALT WALK
4 ELEV. 268
HIGH WATER
500 YR. FLOOD
R/W
.LOW
WATER '1 LEX1ST. GUARD RAIL
WATER
_ ELEV.5.0
F PIER NO.2
RAILING
M -- - 1=11 MN
HIGH WATER
500 YR.FLOOD$
ELEV. 26.6
APPROX.LOW
WATER
ELEV. 5.0
— EXIST. SIDEWALK ELEV. 24.0
SECTION B -8
SCALE' HGRIZ. 1 "• 40'
VERT. I "• 20'
1 PIER N0.3
SECTION D -D
SCALE HGRIZ. 1 "•40'
VERT. 1 "• 20'
CITY OF '
R/W
11' 11' 12' 11' t2_5' 10.5'
i II
S
36 Lt 39
9.5' PROPOSED WIDENING
LT.L. I
(SR161
1 SENSOR BOX
1
PEDESTRIAN
CROSSING
STRIPING
L
SR 181 / SOUTH 1
STREET IM
mprovement Lett
I+80
WATER
B. FLOOD
26.8
ROX.LOW
TER
EV. 5.0
24.0
R/W
SECTION B -B
SCALE' HGRI2. 1 "• 40'
VERT. I "• 20'
E PIER N0.3
SECTION D -0
SCALE: NORM I "•40'
VERT. I "• 20'
R/W
II' II' 12' II' t2.5' 1 0.6'
i II
ESR I81
PEDESTRIAN
CROSSING
STRIPING
•
i
CITY OF TUKWILA
J
C
O
co iv
+ 212
a
N ►�E
39 I 53 d ti ° c 13
U) WW
R/W Line . 180' 7
1 , .� :, �1
511Ibc 27.14 ow /
, I ,
R/W Line
1 9.5' PROPOSED WIDENING
LT L\ LT. L.
DX. LOW , LEXIST. GUARD RAIL
.5.0 '
TRAFFIC SENSOR BOX
L
0
EXIST.
GUARD RAIL
TO REMAIN
Corp. Limits .� • 1 �
CITY OF KENT
32'- 2"
B'_ 2•
SIDE-
WALK
24' 0"
2 LANES ® I2' -0"
2
SECTION C -C
SCALE I "• 10'
E S. 1BOTH ST.
57'' I"
Le FND
2" 26' -O W2" WIDENING
41V-0"
4 LANES ®12'-0"
4' -0" EXIST. SIDE -
POUR WALK TO BE
STRIP REMOVE
cwr.n.ev.
L 1
1 WEB 1
1
le-3" DECK EXIST. 0' -a" 1 7. -5" ' T-
S" 7' -5 3= III /2"
riTYErl
t EXIST.
GIRDERS
PROPOSED
WIDENING
•- lt PROPOS*
GIRDERS
STREET IMPROVEMENT LAYOUT
fiI111M11
antks SR 181 / SOUTH 180TH STREET IMPROVEMENTS
SHEET 2 OF 2
•IIINOINIEMPIINCI•STREETS•WATIER•SIRWEIM•PARKIPEUILDING.
Ii
10/89
12 /89
SR 181 / SOUTH
STREET 11
•
Slope Catch Line
Prop. Line
7
1 . 1 011
Arjrw . tp`al
il' it;4°)
..... .....
5
0
■
Retaining Wall
0
az
4.
A = 48' 24' 45"
R 700'
T 314.68'
L 591.47'
4112Parearal.w4.1.2r4.41.4r/ Ar...juir";""Firjr°
.• !../
. ..
" • • -45 .... /7 0/ .. .0,74/: . .. • . : . . . .. . ...
..... ..... ..... .•.•. ......
.. . . .
. . . ...........
' Ripe zoo
Shoulder Line
Edge of Pavement
soriorAmWONNINIM. Nikalaigaggitoir
23 . 4 11raftgrea ro ,„,
ra
/Or agarIAKIOIMECITIMPICIAMPAPardrip
I ..... 1 34.
5G /8/ ( WL'57 VALLEY HWY )
•
R/W Line
R/W Line
NOTE: Old Centerline of SR 181 is Corporate
Limits of Kent and Tukwila.
R/W Line
Proposed R/W Line
.... - - - :•
•
•1 ,
Curb and Gutter
Proposed R/W Line
= 501'30"
R - 2000'
T - 87.76'
L =175.41'
CITY OF TUKWILA
7.,
CITY OF KENT
4°2310213iiiii Alr 0.
"rdnPalaitt zo,, seamis......000000900 , 0
&
- - •
..... •
Shoulder Line
. —7
0
a t
28
-me%
co
1')
29 (.!
. .0
K.: • - —
• ^ • "-
cm= 94? /8/
•-+ E
ee Offset with 30'
Rep
Shoulder
55 •
WL'97'
VALLE)
I TY OF TUKWILA
SR 181 is Corporate
d Tukwila.
S
rI 1-
�
� (.v HNN. 1
5Q 18/ (
ea' RIVER ZONE
// CT ZONE ..... ..
--
SW LOW IMPACT .... ....•.,•;.....
H a.
O
to
t
to
0
N
c1 r� l .. _55'R
f Y OF KENT
N
8
0
ID
N
N
eo' w
45"mr∎0I/ / /� // /
Shoulder Line
P
c E
8 �" y
°
i W o
` 0.
Nt.
« 9
tn WfW
0 8
a-i
28 2e
7 r
31.1 .1
0
4' Offset with 30' Taper (Typ.) -
0
4' Shoulder -
L 80•8
30
SR /81 (WLSr VALLEY MW )
I
Ref. Wall
n� — 1 „1v -,6.
55'R
41\ +1 r <: t;
,I,c
N LINE SHEET 2 STA. IS
it
t /Lb. a
SEE stiftr 2 FOR+ AU.. CU SECTIQ�S
w rap• Line
..I J
U V
MAT
u
0 0
�/
• stair
Imo
)
•• • +iM. •
—_ Vr.• i... /ee.swMrisoayee
U `” i •
55'
10
a
. .n
V
R
0
•
M
a
.J�
CITY OF TUKWILA
LEGEND
PRO. EL.EV
E7.ISr. Ei.EV
SR 181 / SOUTH 180TH STREET IMPROVEMENTS
STREET IMPROVEMENT LAYOUT
Mishit
SHEET 1 OF 2
000020 - 0017 -07:
UNION OIL:CO OF
PROPERTY TAX
PO BOX 7600
LOS ANGELES .CA
000020 - 0008-08
.CENTERPOINTE. 980782
C /O'MANAGEMENT NORTHWEST INC
PO BOX 6309
LYNNW00D WA 98036
640760 - 0160 -09
CAM INDUSTRIES INC
18250 68TH S
KENT WA
362304- 9013 -03
GLAOSJO.WILLIAII M
15706 SE 160TH PL
'RENTON WA
362304- 9016 -00
CITY OF TUKWILA
6200 SOUTHCENTER BV
TUKWILA WA
362304- 9017 -09
BOEING WILLIAM E.JR
1325 4TH AVE SUITE 1940
SEATTLE WA
362304- 9038 -04
BLU SKY ASSOCIATES
8009 S 1 80TH 4103
KENT WA
362304- 9043 -07
CHU CHI-TAI
4431 NE 23RD CT
RENTON WA
362304- 9057 -00
WINMAR COMPANY:INC
PC BX 21545
SEATTLE WA
CALIFORNIA 891449
90051
5N2095
98032
788890- 0170 - 07
CORPORATE PROPERTY.INVESTOR651900
C/0 WALKER JOHN
305 E 47TH ST
NEW YORK NY
731149
98058
269700
98188
8N2919
98101
• 751254
98032
20377
98055
6N9999
98111
10017 f=
000020-0009 -07
-A-& WCOMPANY.
PC BOX 2547
:KIRKLAND WA
640760 - 0130-06
REHN PAUL.
•7011 S 182ND ST
KENT. WA
640760- 0170 -07
BARGHAUSEN THOMAS A
18215 .72ND S
KENT WA
362304- 9037-05
CHU CHI-TAI
4431 NE 23RD CT
RENTON WA
362304- 9039-03
BLU SKY ASSOCIATES
8009 S 180TH :103
KENT WA
362304- 9079 -04 •
BOEING WILLIAM E JR
1325 4TH.AVE SUITE 1940
SEATTLE WA.
362304 - 9087 -04
CONTROLLER DEPT
P 0 BOX 160
SEATTLE.WA
963025
98033
98031
832072,
98032
362304 - 9011-05
•LEIGH RABEL-E STAR. MACHINE832274
P 0 80X 3595 . ' •
SEATTLE
• 98124;•
20377
98055
751255
98032
362304- 9053 -04
BLU SKY ASSOCIATES . 751253
8009 S 180TH
KENT WA 98032
362304- 9061 -04
LEIGH RABEL & STAR MACHINER832272
P.O. BOX 3595
SEATTLE WA
98124
8N2919
98101
R0577 •
98111
:362304- 9097 -02
SCIOLA`NICK +PATRICIA
17 ,BRIOLEWOOD CIRCLE
KIRKLAND<WA
. 362304.!.90627.2 TRUCK :RENT.AL: :INC.
PO::.80X.Y58128
..TUKWILA i..WA ..
.900692
98138.
362304- 9074 -09
VC S I _ REAL ESTATE - LTD PAR711448
3605 132ND "AVE SE STE 300
BELLEVUE:.WA 98006
362304- 9094 -05 •:
ARMSTRONG • DANE A+JiCQUELYW 65'i899
FIRST INTERSTATE BANK OF, WA
POBOX :160.FIC -12 /COMPTROLLER: :DEPT
SEATTLE WA 98111
.362304- 9095 - 04 •
BANC . PROPERTIES:: 111 T
ARMSTRONG- DANE '6 •..a )ACOUELYN
:2363: 40TH: 023
, LONGVIEW WA
•
•
''.:98632., •
000020 - 0008 -08
CENTERPOINTE. 980782
C /O NORTHWEST INC
PO BOX • 6309
LYNNW000 WA 98036
000020- 0017 -07
UNION OIL CO OF CALIFORNIA 891449
PROPERTY TAX
PO BOX 7600
L05 ANGELES.CA 90051
640760 - 0160 -09
CAM INDUSTRIES INC
18250 68TH S
KENT WA
788890 - 0170 -07
CORPORATE PROPERTY
C/0 WALKER JOHN
305 E 47TH ST
NEW YORK NY
362304- 9013
GLAOSJO WILLIAM M
15706 SE 160TH PL
RENTON WA
362304 - 9016-00
362304- 9017 -09
BOEING WILLIAM E.JR
1325 4TH AVE SUITE 1940
SEATTLE WA
362304- 9038 -04
BLU SKY ASSOCIATES
8009 S 180TH 4103
KENT WA
362304- 9043-07
CHU CHI -TAI
4431 NE 23RD CT
RENTON WA
BV
362304- 9057 -00
WINMAR COMPANY.INC
PO 8 X 21545
SEATTLE WA
5N2095
98032
INVESTOR651900
10017
731149
98058
269700
98188
8N2919
98101
•751254
98032
20377
98055
6N9999
98111
000020 - 0009 - 07
A & H COMPANY
PC BOX 2547
KIRKLAND WA
640760- 0130 -06
REHN PAUL'
,7011 S 182N0 ST
KENT WA
640760- 0170 -07
BARGHAUSEN THOMAS A
18215 72N0 S
KENT WA
362304 - 9037 -05
14 CHI- AI
4 3RD
NTON WA
4
EN WA
3623
4- 9053 -04
SK AS '• QC
0
362304 - 9061 -04
LEIGH RABEL STA
P 0 BO 359
963025
98033
98031
832072
98032
362304- 9011 -05
LEIGH RABEL E STAR 'MACHINE832274
P 0 BOX 3595 • •
SEATTLE WA • 98124.
20377
98055
751253
98032
362304- 9079 -04
362304 - 9087 -04
CONTROLLER DEPT
P 0,00X 160
SEATTLE WA
ER8 72
98124
8N29.19
98101
R0577'
98111
362304- 9062-52
RYDER °TRUCK RENTAL INC 900692
PO 80X 58128
TUKWILA WA
98138
362304- 9074 -09
V E S I R E A L ESTATE LTD PAR711448
3605 132ND AVE SE STE 300
BELLEVUE.WA 98006
362304- 9097 -02
SCIOLA NICK +PATRICIA ANN 902289
17 BRIDLEW000 CIRCLE
KIRKLAND WA
98033
362304- 9094 -05
ARMSTRONG DANE A +JACQUELYN 654899
X FIRST. INTERSTATE BANK OF
POBQX 160 FIC- 12 /COMPTRQLLER DEPT
SEATTLE WA .98111
362304- 9095 -04
BANC PROPERTIES III 876652
ARMSTRONG DANE E JACQUELYN
2363 40TH 023
.LONGVIEW WA
98632
COMMENTS:
City of Tukwila
PLANNING DEPARTMENT
6200 Southcenter Boulevard
Tukwila, Washington 98188
(206) 433 -1849
FROM: JOANNE JOHNSON
PHONE NO: 433 -1849
SUBJECT: ATTACHED PUBLIC NOTICE
PAGE(s): 1 (+ Cover Sheet)
EDITION OF THE VALLEY DAILY NEWS.
FAX #: 433 -1833
PLEASE PUBLISH IN THE MARCH 2, AND MARCH 9, 1990
FAX TRANSMISSION
DATE /TIME: 2-28-1990 9:30 A.M.
TO VALLEY DAILY NEWS
(Name) (Company Name) (FAX #)
AFF
DIANN MARTINEZ hereby declare that:
0 Notice of Public Hearing
[l Notice of Public Meeting
[l Board of Adjustment Agenda Packet
[� Board of Appeals Agenda Packet
J Planning Commission Agenda Packet
[] Short Subdivision Agenda Packet
D A V I T O F D I S T R I B U T I O N
(] Determination of Nonsignificance
O Mitigated Determination of Non -
significance
C1 Determination of Significance
and Scoping Notice
[l Notice of Action
O Official Notice
Notice of Application for (] Other
Shoreline Management Permit
O Shoreline Management Permit 0 Other
was mailed to each of the following addresses on , 19 .
WAS PUBLISHED IN THE MARCH 2, AND MARCH 9, 1990 EDITIONS OF THE VALLEY DAILY NEWS.
Name of Project ROADWAY IMPROVEMENTS
File Number 90 -1 -SMP
(� NOTICE OF APPLICATION FOR
SHORELINZ MANAGEMENT SUBSTANTIAL DEVELOP ti1T PERMIT
90 - 1 - SMP
Notice is hereby given that THE TUKWILA PUBLIC WORKS DEPARTMENT,
(state full name)
who is the OWNER
(re ationship to property, such as owner, purchaser, lessee, etc.)
of the below- described property has
filed an application for a substantial
development permit
for the development of ROADWAY IMPROVEMENTS ?NC' UDTN( WTEFNTN(; THE FXSTTNGr
(describe development, including uses)
INTERSECTION AND BRIDGE FROM 5 LANES TO 6 LANES.
located at VICINITY OF SR -181 (W. VALLEY HIGHWAY) AND 180TH
(street address)
within the N.E. of Section 35
(quarter section)
of Township 23
N., Range 4 W.M.,
in Tukwila, King County, Washington.
Said development is proposed to be
within 200' of the Green River and /or
its associated wetlands. Any person
desiring to express his views or to
be notified of the action taken on
this application should notify REBECCA FOX, ASSOCIATE PLANNER
(name, title of local government official)
Planning Department, City of Tukwila,
6200 Southcenter Boulevard, Tukwila,
WA 98188, in writing of his interest
within thirty days of the final date
of publication of this notice which is
Written comments must be received by
(date)
(date)
MARCH 9, 1990
MARCH 8, 1990
Published in: Valley Daily News - MARC)I 9. 1490 AND MARCH 9,19gn
(publication date(s))
Distribution: City Clerk, Mayor, Adjacent Property Owners,
Department of Ecology, Property Owner, File
(23 /P2.SH0RNTC) LR 11/24/87