HomeMy WebLinkAboutP_Traffic Control SR515_250909_v1.pdfFILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:52
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 13
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
S
E
E
S
H
E
E
T
T
C
9
8
M
A
T
C
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L
I
N
E
TC91
S
1
6
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T
SR 515
SR
515
S
2
1
S
T
S
T
TA
T
A
T
A
T
A
TA
LBO
T
RD
S
A B C
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
D
48"
48"
ROAD
CLOSED
AHEAD
W20-3
A
B
D
36"
36"
R3-2 (R/B/W)
X
X
X
E
X
X
A
C
X
C
G
1
0
0
'
H
2.0 SEC 2.0 SEC
mPCMS
1 2
ROUTE
ALT
USE
AHEAD
CLOSED
SR 515
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
100'
100'
XX
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
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A
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A
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T
H
IS
S
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E
E
T
M
A
T
C
H
L
IN
E
B
D
C
X
30"
36"
R3-5R (B/W)
E
F
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
F
G
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
/DD MM- MM/DD
ROAD
TO ROAD CLOSURE
INSTALL FIVE DAYS PRIOR
XAM - XPM
H
ROAD
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
X
A
H
H
$TOT
111
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
ONLY
m
P
C
M
S
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:54
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 14
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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T
C
_
S
R
5
1
5
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
S
E
E
S
H
E
E
T
T
C
9
7
M
A
T
C
H
L
IN
E
TC92
S P U G E T D R
S
1
5
T
H
S
T
SR
515 I-405 NB ON-RAMP
T
A
T
A
X
X
X
X
A B
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
ROAD
CLOSED
AHEAD
W20-3
B
A
A
B
D
C
D
D
60"
30"
R11-3 (B/W)
ROAD CLOSED
LOCAL TRAFFIC ONLY
##MILES AHEAD
D
ROAD
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
C
X
$TOT
111
S
E
E
S
H
E
E
T
T
C
1
00
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
S
E
E
S
H
E
E
T
T
C
9
9
M
A
T
C
H
LIN
E
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
ONLY
EXIT
EXIT
ONLY
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:56
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 15
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
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c
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S
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A
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s
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X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
5
1
5
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
S
E
E
T
H
IS
S
H
E
E
T
M
AT
C
H
LIN
E
S E E TH IS S H E E T
M A T C H L IN E
S
E
E
S
H
E
E
T
T
C
9
8
M
A
T
C
H
LIN
E
X
X
X
X
SR
515
S
R
E
N
T
O
N
V
IL
L
A
G
E
P
L
I-405 SB
OFF-R
A
MP
I-405
SB
A B D
W20-1
ROAD
WORK
AHEAD
48"
48"
E
48"
48"
ROAD
CLOSED
AHEAD
W20-3
D
B
A
48"
48"
CLOSED
AHEAD
2 LANES
LEFT
W20-501L
7D
7D
7D
7C
H
48"
60"
R11-1501 (B/W)
W ILL BE
CLOSED
/DD MM- MM/DD
ROAD
TO ROAD CLOSURE
INSTALL FIVE DAYS PRIOR
XAM - XPM
36"
36"
R3-1 (R/B/W)
X
X
X
1
0
0
'
D
C
X
100'
X
X
X
A
B
D
G
30"
36"
R3-5R (B/W)
E
G
A
X
C
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
H
I
I
2.0 SEC 2.0 SEC
mPCMS
1 2
ROUTE
ALT
USE
AHEAD
CLOSED
SR 515
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
X
F
36"
36"
R3-2 (R/B/W)
F
X
F
T
A
T
A
$TOT
111
TC93A
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
ONLY
m
P
C
M
S
Plot 17
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
SEE SHEET TC98
B
A
A
60"
30"
R11-3 (B/W)
ROAD CLOSED
LOCAL TRAFFIC ONLY
##MILES AHEAD
B
ROAD
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:58
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
$TOT
111
S P U G E T D R
BENSON RD S
BENSON RD S
S
P
U
G
E
T
D
R
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w
:
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W
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w
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P
r
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j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
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P
v
m
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P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
5
1
5
.
d
g
n
TC93B
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25