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S1-BT120-CMP1
S 1-BT120-CMP2
GB- SEAL -MR46
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GB-SEAL-BM488
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BT120-CMP106
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
LAKE
401+59.97
25.10' LT
BEGIN
2
LAKE
401+62.80
37.24' LT
BEGIN
3
LAKE
401+61.21
41.58' LT
BEGIN
4
LAKE
401+84.89
44.95' LT
END STOP BAR/ BEGIN CENTERLINE
5
LAKE
402+12.07
41.08' LT
END
6
LAKE
402+17.60
29.54' LT
END
7
S TC
618+39.11
18.99' RT
BEGIN
8
S TC
618+50.13
21.06' RT
BEGIN
9
S TC
618+38.43
0.00' T
E N D
10
S TC
618+33.14
15.45' LT
BEGIN
11
S TC
618+38.73
18.49' LT
END
12
S TC
618+49.71
18.61' LT
END
13
S TC
618+34.13
27.52' LT
BEGIN
14
N TC
518+04.60
27.41' RT
BEGIN
15
LAKE
403+50.81
26.00' LT
BEGIN
16
LAKE
403+61.81
26.00' LT
BEGIN
17
LAKE
403+50.37
13.19' RT
END
18
LAKE
403+61.38
13.19' RT
END
19
LAKE
403+50.01
0.00' T
END
20
LAKE
403+62.07
0.00' T
BEGIN
21
N TC
518+04.03
15.06' RT
BEGIN
22
N TC
518+09.07
16.16' RT
BEGIN
23
N TC
518+20.08
16.05' RT
BEGIN
24
N TC
518+03.88
14.99' LT
END
25
N TC
518+10.62
15.78' LT
END
26
N TC
518+21.59
21.84' LT
E N D
27
N TC
518+04.22
0.00' T
E N D
28
LAKE
405+04.07
0.01' LT
BEGIN
29
LAKE
404+80.32
23.08' LT
BEGIN
30
LAKE
405+02.13
17.54' LT
END
31
LAKE
405+13.76
11.07' LT
BEGIN
32
LAKE
405+29.74
19.75' LT
BOTTOM OF ARROW
33
LAKE
405+35.73
15.40' LT
BOTTOM OF ARROW
34
LAKE
404+86.32
51.32' LT
BEGIN
35
LAKE
404+97.33
38.29' LT
END
36
LAKE
404+91.95
48.38' LT
END STOP BAR/ BEGIN CENTERLINE
37
LAKE
404+92.83
60.73' LT
END
38
LAKE
405+15.33
12.58' LT
BEGIN
39
LAKE
404+85.24
42.03' LT
BEGIN
BT120-CMP205
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
RAINIER
202+60.74
66.02' RT
BEGIN
2
RAINIER
202+44.79
65.62' RT
END
3
RAINIER
202+50.79
76.11' RT
CENTER OF ARROW
A
10/24/2025
MR
MS
I MR
CoR Permit Responses - CNWD #001
1
06/13/2025
MR
DP
MR
ADDENDUM#1
0
12/10/2024
MR
LG
MR
ISSUED FOR BID
No.
DATE
DSN
CHK
APP
REVISION
DESIGNED BY:
M. ROUGH
DRAWN BY:
M. ROUGH
CHECKED BY:
L. GILBERT
APPROVED BY:
M. ROUGH
BT120-CMP201
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
RAINIER
207+78.66
48.67' RT
END
2
N TC
510+81.88
20.97' LT
BEGIN
3
N TC
510+81.93
0.00' T
BEGIN
4
N TC
510+92.16
2.03' LT
END OF SYMBOL
5
N TC
512+11.74
0.01' RT
END
6
N TC
512+12.21
15.00' LT
BEGIN
7
N TC
512+12.21
15.00' RT
END
8
N TC
512+23.22
15.00' LT
BEGIN
9
N TC
512+23.22
15.00' RT
END
10
N TC
512+23.74
0.00' T
BEGIN
11
N TC
512+45.89
27.48' RT
BEGIN
12
N TC
512+45.87
38.59' RT
BEGIN
13
N TC
512+88.48
27.48' RT
END
14
N TC
512+88.50
38.59' RT
END
15
RAINIER
207+81.23
36.22' RT
BEGIN
16
NOT USED
17
RAINIER
206+27.37
48.43' RT
END
18
RAINIER
206+37.51
48.53' RT
END
19
S TC
610+71.58
15.01' RT
END
20
S TC
610+84.18
17.34' LT
BEGIN
21
S TC
610+83.30
0.00' T
BEGIN
22
S TC
610+81.32
15.00' RT
END
23
S TC
610+93.30
0.00' T
END OF SYMBOL
24
S TC
612+12.81
0.00' T
END
25
S TC
612+13.46
15.00' LT
BEGIN
26
S TC
612+13.25
15.00' RT
END
27
S TC
612+24.37
15.00' LT
BEGIN
28
S TC
612+24.86
0.00' RT
BEGIN
29
S TC
612+24.37
15.00' RT
END
30
S TC
613+04.27
15.18' LT
BEGIN
31
S TC
613+03.85
0.00' T
END
32
S TC
613+04.27
15.00' RT
END
33
S TC
613+15.28
15.00' LT
BEGIN
34
S TC
613+15.82
0.00' T
BEGIN
35
S TC
613+15.28
15.00' RT
END
36
S TC
611 +70.83
48.50' RT
BEGIN
37
S TC
612+39.33
48.50' RT
END
38
S TC
612+44.65
39.50' RT
BEGIN
39
S TC
612+49.33
48.50' RT
BEGIN
40
S TC
613+12.79
48.50' RT
END
41
S TC
612+83.79
48.50' RT
BEGIN
42
S TC
613+06.79
48.50' RT
BEGIN
SUBMITTED BY:
10/23/2025 R. PARGAS
DATE:
12/10/2024
SrRIDE
BRT General Engineering Consultant
REVIEWED BY:
J. ALTCHECH
Q J
- Q
U
cn cn
W J
J
SOUNDTRANSIT
DATE:
12/10/2024
A
BT120-CMP202
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
N TC
515+34.90
15.00' LT
BEGIN
2
N TC
515+34.90
0.00' T
E N D
3
N TC
515+34.90
15.00' RT
END
4
N TC
515+45.87
15.00' LT
BEGIN
5
N TC
515+45.87
0.00' T
BEGIN
6
N TC
515+45.87
15.00' RT
END
7
N TC
516+89.66
0.01' RT
END OF SYMBOL
8
N TC
517+68.81
27.56' RT
BEGIN
9
S TC
617+98.20
27.47' LT
BEGIN
10
S TC
617+92.17
15.13' LT
END
11
S TC
617+78.27
0.00' T
END OF SYMBOL
12
S TC
617+60.15
39.87' RT
BEGIN
13
S TC
617+85.24
31.69' RT
END
14
S TC
616+46.54
49.75' RT
END
BT120-CMP203
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
S TC
611+30.68
82.39' RT
BEGIN
2
S TC
611 +45.97
82.79' RT
E N D
3
S TC
612+44.01
60.00' RT
END
4
S TC
612+43.49
80.47' RT
BEGIN
5
S TC
612+42.85
104.50' RT
END
6
S TC
612+40.38
197.87' RT
BEGIN
7
S TC
612+41.62
221.94' RT
E N D
8
S TC
613+65.54
184.66' RT
BEGIN
9
S TC
613+67.19
206.21' RT
END
10
RAILAKDW
716+05.55
0.00' T
BEGIN
11
RAILAKDW
716+05.55
11.00' LT
END
12
S TC
613+21.46
200.50' RT
BEGIN
13
S TC
613+22.92
212.41' RT
END
14
RAINIER
204+39.37
66.05' RT
BEGIN
15
RAINIER
204+22.78
66.14' RT
END
16
RAINIER
204+29.39
77.60' RT
CENTER OF ARROW
17
S TC
613+89.65
124.83' RT
CENTER OF LEGEND
18
S TC
613+97.87
83.32' RT
CENTER OF LEGEND
BT120-CMP204
PAVEMENT MARKING POINT TABLE
POINT NO.
ALIGNMENT
STATION
OFFSET
DESCRIPTION
1
S TC
614+04.55
56.10' RT
BEGIN
2
S TC
614+04.18
60.90' RT
BEGIN
3
S TC
614+25.37
55.41' RT
END
4
S TC
614+25.24
50.92' RT
END
5
S TC
616+45.05
54.25' RT
END
6
S TC
614+15.61
122.14' RT
BEGIN
7
S TC
616+25.05
119.72' RT
END
SCALE:
NTS
FILENAME:
S1-BT120-CMD101-107
CONTRACT No.:
RTA/CN 0205-24
DATE:
12/10/2024
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
CHANNELIZATION DETAILS
T-433222
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING No.:
BT120-CMD105
FACILITY ID:
BT120
SHEET No.: REV:
155 A
M
N
T
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