SOUND TRANSIT LYNNWOOD LINK EXTENSION · 469+00 470+00 475+00 480+00 485+00 490+00 495+00...
16
CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW FW 255+00 260+00 265+00 270+00 275+00 280+00 CS = 256+75.23 ST = 258+05.23 TS = 268+43.83 SC = 269+83.83 CS = 277+15.81 ST = 278+55.81 MATCHLINE 253+00.00 MATCHLINE 280+00.00 INFILTRATION POND R=2500' V=55 MPH R=3000' V=55 MPH RECONSTRUCT PEDESTRIAN BRIDGE SEE SHEET 53 NO. 10 UNIVERSAL DOUBLE CROSSOVER SIGNAL BUILDING RAMP RAMP 195TH PEDESTRIAN CROSSING NO. 10 DOUBLE CROSSOVER 300 320 340 360 380 400 420 440 300 320 340 360 380 400 420 440 253+00 255+00 260+00 265+00 270+00 275+00 280+00 -0.93% 2600.00' LVC 300.00' PVI 274+00.00 EL 365.00 PVC 272+50.00 EL 366.402 PVT 275+50.00 EL 365.75 ELEVATED EX GRADE AT NB TRACK TOP OF RAIL AT NB TRACK 0.50% 1175.24' -0.93% 2600.00' SOUND TRANSIT LYNNWOOD LINK EXTENSION DWG NO. SHEET OF REV. NO. North Corridor Transit Partners + PREFERRED ALTERNATIVE - SEGMENT B2 (MODIFIED) TRACK PLAN & PROFILE CW CW LEGEND: FW FW STRUCTURE FILL WALL CUT WALL NB TRACK CENTERLINE 15+00 RELOCATED HIGHWAY NOISE WALL WSDOT/ST COMPATIBILITY LIMITS WSDOT ROW WETLAND STRADDLE BENT REVISED OR NEW TRAFFIC SIGNAL S GRADING LIMITS SB TRACK CENTERLINE 59
Transcript of SOUND TRANSIT LYNNWOOD LINK EXTENSION · 469+00 470+00 475+00 480+00 485+00 490+00 495+00...
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FW
255+00
260+
00
265+
00
270+
00
275+
00
2
8
0
+
0
0
CS
=
256+
75.23
ST
=
258+
05.23
TS
=
268+
43.83
SC
=
269+
83.83
C
S
=
2
7
7
+
1
5
.8
1
S
T
=
2
7
8
+
5
5
.8
1
MA
TC
HLIN
E 253+
00.00
M
A
T
C
H
L
IN
E
2
8
0
+
0
0
.0
0
INFILTRATION POND
R=2500'
V=55 MPH
R=3000'
V=55 MPH
RECONSTRUCT
PEDESTRIAN BRIDGE
SEE SHEET 53
NO. 10 UNIVERSAL
DOUBLE CROSSOVER
SIGNAL
BUILDING
RAMP
RAMP
195TH
PEDESTRIAN
CROSSING
NO. 10
DOUBLE CROSSOVER
300
320
340
360
380
400
420
440
300
320
340
360
380
400
420
440
253+00 255+00 260+00 265+00 270+00 275+00 280+00
-0.93%
2600.00'
LVC 300.00'
P
VI 2
74
+0
0.0
0
EL
3
65
.0
0
P
VC
2
72
+5
0.0
0
EL
3
66
.4
02
P
VT
2
75
+5
0.0
0
EL
3
65
.7
5
ELEVATED
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
0.50%
1175.24'
-0.93%
2600.00'
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT B2 (MODIFIED)TRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
59
INFILTRATION
POND
280+
00
285+
00
290+
00
295+00
300+
00
3
0
5
+
0
0
ST
=
278+
55.81
TS
=
293+
10.29
SC
=
294+
50.29
C
S
=
3
0
0
+
2
3
.2
6
S
T
=
3
0
1
+
6
3
.2
6
T
S
=
3
0
4
+
9
3
.2
3
SC
=
306+
03.23
C
S
=
3
0
8
+
3
5
.4
9
MA
TC
HLIN
E 280+
00.00
MA
TC
HLIN
E 307+
00.00
R=800'
V=35 MPH
R=2500'
V=55 MPH
RAISE POWER LINES
NE
205TH
ST
RAMP RAMP
300
320
340
360
380
400
420
440
300
320
340
360
380
400
420
440
280+00 285+00 290+00 295+00 300+00 305+00 307+00
0.50%
1175.00'
3.0
8%
1335.00'
LVC 550.00'
P
VI 2
90
+0
0.0
0
EL
3
73
.0
0
P
VC
2
87
+2
5.0
0
EL
3
71
.6
25
P
VT
2
92
+7
5.0
0
EL
3
81
.4
6
LVC 330.00'
P
VC
3
06
+1
0.0
0
EL
4
22
.5
25
ELEVATED
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT BTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
59
MOUNTLAKE TERRACE
TRANSIT CENTER STATION
236TH ST SW
340
360
380
400
420
440
460
480
500
0.91%
490.79'
LVC 330.00'
P
VI 3
07
+7
5.0
0
EL
4
27
.6
0
P
VT
3
09
+4
0.0
0
EL
4
29
.1
0
ELEVATED
340
360
380
400
420
440
460
480
500
0.91%
453.00'
-2.5
0%
597.0
0'
LVC 700.00'
P
VI 4
08
+0
3.0
0
EL
4
40
.8
9
P
VC
4
04
+5
3.0
0
EL
4
37
.6
91
P
VT
4
11
+5
3.0
0
EL
4
32
.1
3
EL
4
33
.5
5
ELEVATED
EX GRADE AT NB TRACK
TOP OF RAIL
AT NB TRACK
I-5 NB & SB
307+00 310+00405+00 410+00 415+00400+00
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT BTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
WSDOT ROW
WETLAND
STRADDLE BENT
S
GRADING LIMITS
SB TRACK CENTERLINE
RELOCATED HIGHWAY
NOISE WALL
WSDOT/ST COMPATIBILITY
LIMITS
REVISED OR NEW TRAFFIC
SIGNAL
ST
AT
IO
N E
QU
AT
IO
N
BA
CK
314+
30.79
AH
EA
D 400+
00.00
59
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FW
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W
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CWCW
CW
CW
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CW
CW
CW
CW
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FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
CW
FW
FW
FW
FW
FW
FW
FW
FW
FW
4
1
5
+
0
0
420+00
425+00
430+00
435+
00
440+
00
CS
=
416+
99.43
ST
=
418+
19.43
TS
=
425+
30.41
SC
=
426+
00.41
C
S =
438+
08.51
S
T =
438+
78.51
TS
=
441+
02.64
SC
=
441+
92.64
M
A
T
C
H
L
IN
E
4
1
5
+
0
0
.0
0
M
AT
CH
LIN
E 442+
00.00
EX. WSDOT
BEAUTIFICATION AREA
RECONSTRUCT RAMP
EX 228TH/230TH SW
OVERPASS
R=1100'
V=40 MPH
R=8000'
V=55 MPH
R=3000'
V=45 MPH
360
380
400
420
440
460
480
500
520
360
380
400
420
440
460
480
500
520
415+00 420+00 425+00 430+00 435+00 440+00 442+00
5
.0
0
%
5
3
7
.0
0
'
LVC 1500.00'
P
VI 4
25
+0
0.0
0
EL
3
98
.4
3
P
VC
4
17
+5
0.0
0
EL
4
17
.1
95
P
VT
4
32
+5
0.0
0
EL
4
35
.9
3
LVC 800.00'
P
VI 4
41
+8
7.0
0
EL
4
82
.7
8
P
VC
4
37
+8
7.0
0
EL
4
62
.7
79
ELEVATED
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
597.0
0'
-2.5
0%
228TH ST SW
228TH/230TH ST SW
BRIDGE
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT BTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
59
R=1000'
V=40 MPH
RECONSTRUCT RAMP
INFILTRATION TANK
FOR RAMP
BIORETENTION AND
DETENTION POND FOR RAMP
MEDIA FILTER DRAIN
FOR RAMP
SEE NOTES
*
440+
00
4
4
5
+
0
0
4
5
0
+
0
0
4
5
5
+
0
0
4
6
0
+
0
0
4
6
5
+
0
0
4
7
0
+
0
0
T
S
=
440+
27.51
S
C
=
4
4
1
+
0
7
.5
1
C
S
=
4
4
4
+
2
7
.3
6
S
T
=
4
4
5
+
0
7
.3
6
T
S
=
4
5
3
+
0
0
.7
6
S
C
=
4
5
4
+
3
0
.7
6
C
S
=
4
5
9
+
3
9
.8
9
S
T
=
4
6
0
+
6
9
.
8
9
T
S
=
4
6
7
+
7
5
.
7
9
S
C
=
4
6
9
+
0
5
.
7
9
220TH ST SWI-5 OFF RAMP
400
420
440
460
480
500
520
540
560
400
420
440
460
480
500
520
540
560
442+00 445+00 450+00 455+00 460+00 465+00 469+00
ELEVATED
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
1.00%
LVC 800.00'
P
VI 4
41
+8
7.0
0
EL
4
82
.7
8
P
VT
4
45
+8
7.0
0
EL
4
86
.7
8
LVC 675.00'
P
VI 4
56
+4
3.0
0
EL
4
97
.3
6
P
VC
4
53
+0
5.5
0
EL
4
93
.9
78
P
VT
4
59
+8
0.5
0
EL
4
85
.5
4
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT BTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
NOTES:
1. FOR PREFERRED ALTERNATIVE OPTION, 220TH
STREET SW STATION OPTION, SEE SHEETS 23 & 24.
59
F
W
F
W
F
W
F
W
FW
FW
CW
CW
C
W
CW
C
W
CW
C
W
CW
CW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
F
W
F
W
FW
FW
FW
FW
FW
FW
FW
FW
SD
470+
00
475+00
480+00
485+00
490+00
495+00
T
S
=
4
6
7
+
8
7
.9
5
S
C
=
4
6
9
+
1
7
.9
5
CS
=
4
74
+4
5.5
3
ST
=
475+
75.53
M
A
T
C
H
L
IN
E
4
6
9
+
0
0
.0
0
MA
TC
HLIN
E 496+
00.00
DETENTION POND
DETENTION VAULT
INFILTRATION FACILITIES
R=3000'
V=55 MPH
HIGH RAIL
VEHICLE ACCESS
SIGNAL/COMM
BUNGALOW
NO. 10 DOUBLE
CROSSOVER
TPSS
RAISE POWER
LINES
RECONSTRUCT
ROAD
RAISE POWER
TRANSMISSION LINES
15 FEET
212TH ST SW
NO. 10
DOUBLE CROSSOVER
320
340
360
380
400
420
440
460
320
340
360
380
400
420
440
460
469+00 470+00 475+00 480+00 485+00 490+00 495+00 496+00
-4
.0
0
%
2
3
1
0
.0
0
'
LVC 1200.00'
P
VI 4
92
+2
5.0
0
EL
3
62
.6
4
P
VC
4
86
+2
5.0
0
EL
3
86
.6
48
ELEVATED
TOP OF RAIL AT NB TRACK
EX GRADE AT NB TRACK
HIGH RAIL
VEHICLE
ACCESS
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT BTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
ST
A 491+
00.00
EN
D S
EG
ME
NT
B
BE
GIN
S
EG
ME
NT
C
STA 491+00.00
END SEGMENT B
BEGIN SEGMENT C
59
P
U
D
FW
FW
FW
FW
F
W
F
W
F
W
F
W 4
9
5
+
0
0
5
0
0
+
0
0
5
0
5
+
0
0
510+00
5
1
5
+
0
0
5
2
0
+
0
0
525+00
T
S
=
5
0
5
+
6
7
.6
6
S
C
=
5
0
7
+
4
7
.6
6
C
S
=
5
1
5
+
6
6
.4
2
S
T
=
5
1
7
+
4
6
.
4
2
T
S
=
5
1
9
+
8
1
.
6
7
S
C
=
5
2
1
+
1
1
.6
7
M
A
T
C
H
L
IN
E
4
9
6
+
0
0
.0
0
M
A
T
C
H
LIN
E
523+
00.00
R=1800'
V=55 MPH
R=1400'
V=45 MPH
RAISE POWER LINES
RAISE POWER LINES
~ FUTURE PUD SUBSTATION ~
~ FUTURE SCHOOL DISTRICT ~
DEVELOPMENT
RAISE POWER LINES
ROADWAY RECONSTRUCTION
52ND AVE W
48TH AVE W
INTERURBAN
TRAIL
320
340
360
380
400
420
440
460
320
340
360
380
400
420
440
460
496+00 500+00 505+00 510+00 515+00 520+00 523+00
2.0
0%
1150.0
0'
-1.25%
650.00'
LVC 450.00'
P
VC
5
22
+7
5.0
0
EL
3
91
.9
56
LVC 1200.00'
P
VT
4
98
+2
5.0
0
EL
3
74
.6
4
LVC 650.00'
P
VI 5
13
+0
0.0
0
EL
4
04
.1
4
P
VC
5
09
+7
5.0
0
EL
3
97
.6
43
P
VT
5
16
+2
5.0
0
EL
4
00
.0
8
ELEVATED
TOP OF RAIL AT NB TRACK
EX GRADE AT NB TRACK
ELEVATED
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT CTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
DETENTION
VAULT
59
5
2
5
+
0
0
530+
00
535+
00
540+00
T
S
=
5
1
9
+
8
1
.
6
7
S
C
=
5
2
1
+
1
1
.
6
7
C
S
=
527+
02.72
ST
=
528+
32.72
TS
=
538+
74.80
SC
=
539+
44.80
M
A
T
C
H
L
I
N
E
5
2
3
+
0
0
.
0
0
DETENTION
VAULT
GUIDEWAY
DISPERSION
R=1400'
V=45 MPH
R=600'
V=25 MPH
NO. 8 MODIFIED
DOUBLE CROSSOVER
LYNNWOOD TRANSIT
CENTER STATION
SEE SHEETS 44 & 43
LYNNWOOD TRANSIT
CENTER GARAGE
SEE SHEET 42
E
N
D
O
F
P
R
O
J
E
C
T
S
T
A
5
4
1
+
8
5
.
3
2
POSSIBLE FUTURE
LRT EXPANSION
TPSS
SIGNAL/COMM
BUNGALOW
300
320
340
360
380
400
420
440
300
320
340
360
380
400
420
440
523+00 525+00 530+00 535+00 540+00 545+00545+76
1.00%
1460.32'
LVC 450.00'
P
VI 5
25
+0
0.0
0
EL
3
89
.1
4
P
VT
5
27
+2
5.0
0
EL
3
91
.3
9
PV
I 5
41
+8
5.3
2
EL
4
06
.0
0
ELEVATED
TOP OF RAIL AT NB TRACK
EX GRADE AT NB TRACK
46TH AVE W
DIRECT
ACCESS
TO I-5
44TH AVE W
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT CTRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNALS
GRADING LIMITS
SB TRACK CENTERLINE
S
S
SEE SHEET 20 FOR
ASSOCIATED ROADWAY
IMPROVEMENTS
SEE NOTES
*
NOTES:
FOR PREFERRED ALTERNATIVE LYNNWOOD TRANSIT
CENTER STATION OPTION, SEE SHEETS 44 &45.
59
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE - SEGMENT CASSOCIATED ROADWAY IMPROVEMENTS
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNALS
GRADING LIMITS
SB TRACK CENTERLINE
S
S
S
SEE SHEET 19 FOR TRACK/STATION DETAILS
59
RECONSTRUCT
RAMP
CONSTRUCT STRUCTURE OVER
LRT AT OFF-RAMP. SEE SHEET 46
R=1700'
V=45 MPH
R=3300'
V=55 MPH
RECONSTRUCT
ROAD
RECONSTRUCT BRIDGE - SEE SHEET 48
S
INFILTRATION FACILITY
66+72
70+00
75+
00
80+00 85+00
90+00
BP
=
66+
71.80
TS
=
71+
04.52
SC
=
72+
14.52
CS
=
73+
03.46
ST
=
74+
13.46
TS
=
75+
37.46
SC
=
75+
97.46
CS
=
76+
62.58
ST
=
7
7+
22
.5
8
TS
=
81+
96.37
SC
=
8
2+
66
.3
7
CS
=
84+
20.03
ST
=
84+
90.03
TS
=
86+
57.04
SC
=
87+
27.04
CS
=
8
8+
86
.2
5
ST
=
89+
56.25
CW
CW
CW
CWCW
CWCW
CW CW
CW
CW
CW
CW
CW
CW
CWCW CW CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW CWCW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
CWCW
CW CW CWCW CW
CWCW CW CW
CW CW
FWFW FW
FWFW FW
FW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW CW CW
CW CWCW
CWCW CW CW
CWCW CW
CWCW
CW CW CWCW CW
CW
FW FW
FWFW
FW
FW
FW
FW
FW
FWFW FW
FWFW
FW FW FW
CW
CWCW
C
W
CWCW CW
CW CW CWCW
CWCW CW
CW
CWCW CW CW
CWCW
CW CW
R=1800'
V=35 MPH
NE 130TH STREET STATION
SEE SHEETS 30 & 31
R=8000'
V=55 MPH
R=7000'
V=55 MPH
MA
TC
HLIN
E 64+
00.00
MA
TC
HLIN
E 91+
00.00
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
655.37
-0.84%
ELEVATED
300
320
340
360
380
400
420
440
64+00 65+00 70+00
300
320
340
360
380
400
420
440
70+00 75+00 80+00 85+00 90+00 91+00
0.50%
1460.00'
LVC 710.00'
P
VI 8
5+
50
.0
0
EL
3
79
.0
3
P
VC
8
1+
95
.0
0
EL
3
77
.2
63
P
VT
8
9+
05
.0
0
EL
3
64
.0
9
NE 130TH STREET STATION
NB
I-5 OFF
RAMP
NEW
NE 130TH ST
BRIDGE
NEW I-5
OFF
RAMP
LVC 355.00'
P
VI 6
7+
35
.0
0
EL
3
70
.0
1
P
VC
6
5+
57
.5
0
EL
3
71
.4
94
P
VT
6
9+
12
.5
0
EL
3
71
.3
4
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
PREFERRED ALTERNATIVE OPTION SEGMENT ANE 130TH STREET STATION OPTION - TRACK PLAN & PROFILE
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
59
RECONSTRUCT
RAMP
CONSTRUCT STRUCTURE OVER
LRT AT OFF-RAMP. SEE SHEET 46
R=5000'
V=55 MPH
R=3300'
V=55 MPH
RECONSTRUCT
ROAD
RECONSTRUCT BRIDGE - SEE SHEET 48
S
INFILTRATION FACILITY
CW
CW
CW
CWCW
CWCW
CW CW
CW
CW
CW
CW
CW
CW
CWCW CW CW
CW
CW
CW
CW
65+00
70+00
75+00
80+00
85+00
90+00
TS
=
63+
30.40
SC
=
64+
50.40
CS
=
65+
51.80
ST
=
66+
71.80
TS
=
69+
79.65
SC
=
70+
69.65
CS
=
7
2+
41
.1
3
ST
=
73+
31.13
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW CWCW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW
CWCW
CW CW CWCW CW
CWCW CW CW
CW CW
FWFW FW
FWFW FW
FW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CW
CWCW CW CW
CW CWCW
CWCW CW CW
CWCW CW
CWCW
CW CW CWCW CW
CW
FW FW
FWFW
FW
FW
FW
FW
FW
FWFW FW
FWFW FW
FW
CWCW CW CW
CWCW CW
CWCW
CW CW CWCW CW
CW
FW FW
FWFW
FW
FW
FW
FW
FW
FWFW FW
FWFW
FW FW FW
CW
CWCW
C
W
CWCW CW
CW CW CWCW
CWCW CW
CW
CWCW CW CW
CWCW
CW CW
CWCW CW CW
CWCW CW
CWCW
CW CW CWCW CW
CW
C
W
65+00
70+00
75+00
80+00
85+00
90+00
TS
=
63+
30.40
SC
=
64+
50.40
CS
=
65+
51.80
ST
=
66+
71.80
TS
=
69+
79.65
SC
=
70+
69.65
CS
=
7
2+
41
.1
3
ST
=
73+
31.13
MA
TC
HLIN
E 64+
00.00
MA
TC
HLIN
E 91+
00.00
300
320
340
360
380
400
420
440
64+00 65+00 70+00
300
320
340
360
380
400
420
440
70+00 75+00 80+00 85+00 90+00 91+00
0.50%
LVC 710.00'
P
VI 8
5+
50
.0
0
EL
3
79
.0
3
P
VC
8
1+
95
.0
0
EL
3
77
.2
63
P
VT
8
9+
05
.0
0
EL
3
64
.0
9
NEW I-5
OFF
RAMP
NB
I-5 OFF
RAMP
NEW
NE 130TH ST
BRIDGE
NE 130TH STREET STATION (FUTURE)
LVC 355.00'
P
VI 6
7+
35
.0
0
EL
3
70
.0
1
P
VC
6
5+
57
.5
0
EL
3
71
.4
94
P
VT
6
9+
12
.5
0
EL
3
71
.3
4
ELEVATED
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
PREFERRED ALTERNATIVE OPTION SEGMENT ANE 130TH STREET OPTION (FUTURE) STATION
TRACK PLAN & PROFILE
59
ELEVATED
400
420
440
460
480
500
520
540
400
420
440
460
480
500
520
540
415+00 420+00 425+00 430+00 435+00 440+00 442+00
5
.0
0
%
4
3
7
.6
0
'
LVC 1500.00'
P
VI 4
25
+0
0.0
0
EL
3
98
.4
3
P
VC
4
17
+5
0.0
0
EL
4
17
.1
95
P
VT
4
32
+5
0.0
0
EL
4
35
.9
3
LVC 800.00'
P
VI 4
40
+8
7.6
0
EL
4
77
.8
1
P
VC
4
36
+8
7.6
0
EL
4
57
.8
09
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
597.0
0
-2.5
0%
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
PREFERRED ALTERNATIVE OPTION SEGMENT B220TH STREET SW STATION OPTION - TRACK PLAN & PROFILE
59
4
4
0
+
0
0
4
4
5
+
0
0
4
5
0
+
0
0
455+00
4
6
0
+
0
0
4
6
5
+
0
0
4
7
0
+
0
0
C
S
=
4
4
4
+
0
6
.
2
5
S
T
=
4
4
4
+
9
6
.
2
5
T
S
=
4
5
1
+
2
1
.
6
4
S
C
=
4
5
2
+
5
1
.6
4
C
S
=
4
5
8
+
0
1
.6
4
S
T
=
4
5
9
+
3
1
.
6
4
T
S
=
4
6
8
+
0
3
.
8
9
S
C
=
4
6
9
+
3
3
.
8
9
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
F
W
C
W
C
W
F
W
F
W
F
W
F
W
F
W
M
A
T
C
H
L
IN
E
4
4
2
+
0
0
.0
0
M
A
T
C
H
L
I
N
E
4
6
9
+
0
0
.
0
0
220TH STREET
SW STATION OPTION
SEE SHEETS
40 & 41
R=1000'
V=40 MPH
R=5000'
V=55 MPH
ELEVATED
220TH ST SW STATION
420
440
460
480
500
520
540
560
420
440
460
480
500
520
540
560
442+00 445+00 450+00 455+00 460+00 465+00 469+00
1.00%
906.40'
LVC 800.00'
P
VT
4
44
+8
7.6
0
EL
4
81
.8
1
LVC 1000.00'
P
VI 4
58
+9
4.0
0
EL
4
95
.9
0
P
VC
4
53
+9
4.0
0
EL
4
90
.8
89
P
VT
4
63
+9
4.0
0
EL
4
75
.8
9
EX GRADE AT NB TRACK
TOP OF RAIL AT NB TRACK
2
1
0
6
.0
0
'
-4
.0
0
%
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
CW CW
LEGEND:
FW FW
STRUCTURE
FILL WALL
CUT WALL
NB TRACK CENTERLINE
15+00
RELOCATED HIGHWAY NOISE WALL
WSDOT/ST COMPATIBILITY LIMITS
WSDOT ROW
WETLAND
STRADDLE BENT
REVISED OR NEW TRAFFIC SIGNAL
S
GRADING LIMITS
SB TRACK CENTERLINE
PREFERRED ALTERNATIVE OPTION SEGMENT B220TH STREET SW STATION OPTION - TRACK PLAN & PROFILE
59
MINIMUM VERTICAL CLEARANCE REQUIREMENT OVER ROADWAYS
SHALL BE 27.0' MIN. FROM TOP RAIL TO ROADWAY BELOW.
NOTES:
30'-8 3/4"
7'-5 3/4"
WSDOT COMPATIBILITY AREA
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
ELEVATED TYPICAL SECTION - DUAL TRACK
PREFERRED ALTERNATIVETYPICAL SECTONS
59
33'-9"
MIRROR IMAGE AT WEST SIDE OF I-5
NOTES:
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
RETAINED FILL WALLS TYPICAL SECTION
PREFERRED ALTERNATIVETYPICAL SECTIONS
59
LIGHT SCREEN / FENCE OR
SOUNDWALL BESIDE RESIDENTIAL AREAS.
LOCATIONS TBD
STATION PLATFORM
SEE ARCHITECTURAL PLANS
OCS POLE
OCS POLE
SB PGL
SOUND TRANSIT LYNNWOOD LINK EXTENSION
DWG NO.
SHEET OF
REV. NO.
North Corridor
Transit Partners
+
ELEVATED CENTER STATION TYPICAL SECTION
PREFERRED ALTERNATIVETYPICAL SECTIONS
59
