HomeMy WebLinkAboutP_Traffic_Control_243191_v2EOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPFLFL
FL FLFLFLFLFLFLEOP EOP
EOPEOPEOPEOPFL FL FL FL
FLFLFLFLFLFLFLFLWORKVEHICLEPATH OF AERIAL OVERLASHFLAGGER
AHEAD
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
RIGHT
LANE
CLOSED
AHEAD
BE
PREPARED
TO STOP
FLAGGER
AHEAD
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
FLAGGER
AHEAD
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
X X X
PRIVATE DRIVE
PRIVATE DRIVE
PRIVATE DRIVEBL2'min
10'XXXXXXXXX"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191TCP-11 610/31/17PERMITHBB-12/27/2017REV-1: SITE SPECIFIC TCPHBB2/21/2018REV-2: NO ROAD CLOSUREMN-COMCAST
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
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474#.41#&5 74$#0#46'4+#.5/2*
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474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
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ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. SIDEWALKS OPEN DURING CONSTRUCTION,
WORK BEHIND ALL WALKS
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
PUYALLUP ST [ PROPOSED AERIAL & UNDER GROUND ]
CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN
SE 182ND ST 116TH AVE SEA-MATCH-B ON SHEET 2 OF 6
NOTE:
MAJORITY OF WORK WILL TAKE PLACE IN THE NORTH
BOUND LANE OF 116TH AVE SE AND MOVE SOUTH AS
REQUIRED FOR AERIAL OVERLASH APPROX.. 1,300'.
THERE WILL BE TEMPORARY SHORT TERM CLOSURES OF
STREETS INTERSECTING WITH 116TH AVE SE, FLAGGERS
SIGNAGE AND CONES TO MOVE WITH WORK CREW AS
THEY MOVE. ALL WARNING SIGNS AND CONTROL
CONES ARE NOT TO BLOCK ANY PRIVATE DRIVEWAY
ACCESS.
NOTE:
THIS LAYOUT IS TYPICAL
THROUGH-OUT MAJORITY OF
PATH OF WORK FOR THIS
INSTANCE.
(MOVING) SINGLE LANE CLOSURE - ONE LOANE ROAD AHEAD NOT TO SCALE
EOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLWORKVEHICLEPATH OF AERIAL OVERLASHPRIVATE DRIVE
PRIVATE DRIVE
FLAGGER
AHEAD
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
RIGHT
LANE
CLOSED
AHEAD
BE
PREPARED
TO STOPXX
XXXPRIVATE DRIVE
PRIVATE DRIVE
FLAGGER
AHEAD
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
100'BLXXX"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191TCP-22 610/31/17PERMITHBB-12/27/2017REV-1: SITE SPECIFIC TCPHBB2/21/2018REV-2: NO ROAD CLOSUREMNCOMCAST
NOTE:
THIS LAYOUT IS TYPICAL
THROUGH-OUT MAJORITY OF
PATH OF WORK FOR THIS
INSTANCE
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. SIDEWALKS OPEN DURING CONSTRUCTION,
WORK BEHIND ALL WALKS
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
PUYALLUP ST [ PROPOSED AERIAL & UNDER GROUND ]
CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN
116TH AVE SEB-MATCH-A ON SHEET 1 OF 6
C-MATCH-D ON SHEET 3 OF 6
NOTE:
MAJORITY OF WORK WILL TAKE PLACE IN THE NORTH
BOUND LANE OF 116TH AVE SE AND MOVE SOUTH AS
REQUIRED FOR AERIAL OVERLASH APPROX.. 1,300'.
THERE WILL BE TEMPORARY SHORT TERM CLOSURES OF
STREETS INTERSECTING WITH 116TH AVE SE, FLAGGERS
SIGNAGE AND CONES TO MOVE WITH WORK CREW AS
THEY MOVE. ALL WARNING SIGNS AND CONTROL
CONES ARE NOT TO BLOCK ANY PRIVATE DRIVEWAY
ACCESS.
(MOVING) SINGLE LANE CLOSURE - ONE LOANE ROAD AHEAD NOT TO SCALE
EOPEOPEOP EOPFLFLFLEOPEOPEOP
EOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLEOPEOPEOPEOPFLFLFLWORKVEHICLEPATH OF AERIAL OVERLASHPRIVATE DRIVE PRIVATE DRIVEFLAGGER
AHEAD
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
RIGHT
LANE
CLOSED
AHEAD
BE
PREPARED
TO STOP
FLAGGER
AHEAD
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
X
X
X
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
BE
PREPARED
TO STOP
X X X
XXXXXFLAGGER
AHEAD
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191TCP-33 610/31/17PERMITHBB-12/27/2017REV-1: SITE SPECIFIC TCPHBB2/21/2018REV-2: NO ROAD CLOSUREMNCOMCAST
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. SIDEWALKS OPEN DURING CONSTRUCTION,
WORK BEHIND ALL WALKS
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
PUYALLUP ST [ PROPOSED AERIAL & UNDER GROUND ]
CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN
SE 184TH ST116TH AVE SED-MATCH-C ON SHEET 2 OF 6
E-MATCH-F ON SHEET 4 OF 6
NOTE:
MAJORITY OF WORK WILL TAKE PLACE IN THE NORTH
BOUND LANE OF 116TH AVE SE AND MOVE SOUTH AS
REQUIRED FOR AERIAL OVERLASH APPROX.. 1,300'.
THERE WILL BE TEMPORARY SHORT TERM CLOSURES OF
STREETS INTERSECTING WITH 116TH AVE SE, FLAGGERS
SIGNAGE AND CONES TO MOVE WITH WORK CREW AS
THEY MOVE. ALL WARNING SIGNS AND CONTROL
CONES ARE NOT TO BLOCK ANY PRIVATE DRIVEWAY
ACCESS.
NOTE:
THIS LAYOUT IS TYPICAL
THROUGH-OUT MAJORITY OF
PATH OF WORK FOR THIS
INSTANCE
(MOVING) SINGLE LANE CLOSURE - ONE LOANE ROAD AHEAD W/(TEMPORARY) ROAD CLOSURE NOT TO SCALE
EOP
EOPEOPEOPEOPFLEOP EOP
EOPEOPEOPEOPFL FL FL FL FL FL
FLFLFLFLFLFLFLFLEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLWORKVEHICLEPATH OF AERIAL OVERLASH PATH OF AERIAL OVERLASHWORKVEHICLEPRIVA
T
E
D
R
I
V
E
PRIVATE
D
R
I
V
E
PRIVAT
E
D
R
I
V
EPRIVATEDRIVEFLAGGER
AHEAD
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
RIGHT
LANE
CLOSED
AHEAD
BE
PREPARED
TO STOP
FLAGGER
AHEAD
BE
PREPARED
TO STOP
ROAD
WORK
AHEAD
XXXXXXXXFLAGGER
AHEAD
FLAGGER
AHEAD
SHOULDER
CLOSED
ROAD
WORK
AHEAD
x x x
PATH OF AERIAL OVERLASH
"DELIVERING EXCELLENCE"
SEFNCO
COMMUNICATIONS
OFDATEREVISIONBYQC11599 SE 182nd STRENTON, WA243191TCP-44 610/31/17PERMITHBB-12/27/2017REV-1: SITE SPECIFIC TCPHBB2/21/2018REV-2: NO ROAD CLOSUREMNCOMCAST
SIGN SPACING = X (FEET)
(4''9#;5 ':24'559#;5/2*
Ä
14#52'4/76%1
474#.*+)*9#;5/2*
Ä
474#.41#&5/2*
Ä
474#.41#&5 74$#0#46'4+#.5/2*
Ä
474#.41#&5 74$#0#46'4+#.5
4'5+&'06#. $75+0'55&+564+%65
74$#0564''65/2*14.'55
Ä
/2*
Ä
ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED
(1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE
INTERSECTIONS AND DRIVEWAYS.
(2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
Ä Ä Ä
Ä Ä
LANE
WIDTH
MINIMUM TAPER LENGTH IN FEET = L
POSTED SPEED LIMIT (MPH)
#..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5
9+..%10(14/6152'%+(+%#6+10556#6'&+06*'
('&'4#./#07#.1070+(14/'&64#((+%%10641.
&'8+%'5
/76%&
%+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51
#&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641.
9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1(
6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0&
#0;52'%+#.%10&+6+105':+56
THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN
THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED
BY THE PUBLIC AUTHORITY HAVING JURISDICTION
SITE NOTES:
1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
2. SIDEWALKS OPEN DURING CONSTRUCTION,
WORK BEHIND ALL WALKS
SPEED
LONGITUDINAL BUFFER SPACE = B
LENGTH
PUYALLUP ST [ PROPOSED AERIAL & UNDER GROUND ]
CONTROL TYPE: LANE SHIFTSITE SPECIFIC TRAFFIC CONTROL PLAN
SE 186TH ST 116TH AVE SEF-MATCH-E ON SHEET 3 OF 6
G-MATCH-H ON SHEET 5 OF 6NOTE:
WORK WILL TAKE PLACE IN THE NORTH BOUND LANE
OF 116TH AVE SE AND MOVE SOUTH AS REQUIRED FOR
AERIAL OVERLASH APPROX.. 1,300'. THERE WILL BE
TEMPORARY SHORT TERM CLOSURES OF 116TH AVE SE,
ALSO AS NEEDED FOR OVERLASHING TO CROSS WEST
ONTO 186TH ST AND CONTINUING FOR APPROX 660',
FLAGGERS SIGNAGE AND CONES TO MOVE WITH WORK
CREW AS THEY MOVE. ALL WARNING SIGNS AND
CONTROL CONES ARE NOT TO BLOCK ANY PRIVATE
DRIVEWAY ACCESS.
(MOVING) SINGLE LANE CLOSURE - ONE LOANE ROAD AHEAD W/(TEMPORARY) ROAD CLOSURE NOT TO SCALE