800 CAVALLA RD ROW22-0048 102-60310/12/20206:15:07 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
ROAD WORK
END
NOTES:
AHEAD
WORK
ROAD
AHEAD
ROAD
ONE LANE
AHEAD
WORK
ROAD
AHEAD
STRIPS
RUMBLE
AHEAD
ROAD
ONE LANE
ROAD WORK
END
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
PRESENT
WHEN WORKERS
DOUBLED
SPEEDING FINES
AHEAD
FLAGGER
AHEAD
FLAGGER
(See Note 4)
Temporary Raised Rumble Strip Set
(See Note 4)
Temporary Raised Rumble Strip Set
CLOSED
SHOULDER
RIGHT
AHEAD
STRIPS
RUMBLE
SYMBOLS:
Work Zone Sign
Work Area
Flagger
Channelizing Device (See Index 102-600)
Lane Identification and Direction of Traffic
communication at all times.
the flaggers must be in sight of each other or in direct
When flaggers are the sole means of one-way control,
d. Traffic signals
c. Pilot vehicles
b. Official vehicle
a. Flag-carrying vehicle
following means:
5. Additional one-way control may be provided by the
work zone sign spacing.
Strips Ahead" signs (MOT-18-10) and associated
raised rumble strips are not used, omit "Rumble
duration is greater than 60 minutes. If temporary
posted speed is 55 mph or greater and the work
4. Use temporary raised rumble when the existing
(W20-7A).
(W20-7) instead of "Flagger Ahead” sign with text
3. Optionally, use "Flagger Ahead" sign with symbol
device spacing values.
See Index 102-600 for “L”, “B”, “X” and channelizing
X = Work Zone Sign Spacing
B = Buffer Length
2. L = Taper Length
with work within the traveled way.
1. This Index applies to Two-Lane, Two-Way Roadways
the Plans.
shoulder, close the lane or shoulder in accordance with
9. If the work encroaches on a marked bicycle lane or ridable
speed when appropriate.
will be in place for 24 hours or less. Reduce the posted
the Edge of Existing Paved Shoulder and the Work Zone
to provide for an 11' lane between the Work Area and
only if the Existing Paved Shoulder width is sufficient
Layout for Temporary Lane Shift to Shoulder on Sheet 2
B. If the Work Area encroaches on the Centerline, use the
train warning devices are in place.
the highway-rail grade crossing, even if automatic
grade crossing to prevent vehicles from stopping within
traffic control officer or flagger at the highway-rail
crossing cannot be avoided, provide a uniformed
b. If the queuing of vehicles across an active railroad
extend the Buffer Space as shown on Sheet 2.
the Work Area than the queue length plus 300 feet,
a. If an active railroad crossing is located closer to
A. Railroad Crossings:
these notes and the following sheets:
8. Special Conditions may be required in accordance with
and the APL vendor drawings.
used in accordance with Specification Sections 102, 990
7. Automated Flagger Assistance Devices (AFADs) may be
hours or less.
omitted when the work zone will be in place for 24
along with associated work zone sign spacing, may be
signs (MOT-13-06) and "End Road Work" signs (G20-2),
6. The "Speeding Fines Doubled When Workers Present"
2"
2"
(Yellow)Centerline
LaneTravelEdge of
(Yellow)Centerline
LaneTravelEdge of2'
S
pacin
g (Typ.)
1
Set
1 Set
Pa
ved
S
houlderPa
ved
S
houlder
Edge Line (White)
Edge Line (White)
Strip In Line
Center Rumble
3
Strips Per
Set
4 Strips
Per Set
1'-
0"
4"
20'
S
pacing (Typ.)
Tape (Typ.)StripingRemovable
(Typ.)
Rumble Strip
Portable Type
11/01/20 1 2
TWO-LANE, TWO-WAY
WORK WITHIN THE TRAVEL WAY 102-603
W20-1F W20-4
W20-1FW20-4
(See Note 4)
MOT-18-10
(See Note 3)
W20-7A
(See Note 4)
MOT-18-10
(See Note 3)
W20-7A
(See Note 6)
MOT-13-06
(See Note 6)
G20-2 (See Note 6)
MOT-13-06
(See Note 6)
G20-2
W21-5a
XX
X BXXX
XXX250'
50'-100'
50'-100'
ƿL
XX
PORTABLE TYPE
OPTION - 2
RUMBLE STRIP SETS
REMOVABLE STRIPING TYPE
OPTION - 1
ROW22-0048
10/12/20206:15:14 AMREVISIONDESCRIPTION:
REVISION
LAST
ofSTANDARD PLANS
FY 2021-22 SHEETINDEX
X
Tangent
X
375' 250'X
X 50' to 100'
Tangent
DO
STOP
ON
TRACKS
NOT
Extended Buffer Space
15' Clear (Typ., Each Side)
Shifted Lane (11' Min.)
B B
AHEAD
FLAGGER
Edge of Existing Travel Lane (Typ.)
Edge of Existing Paved Shoulder (Typ.)
X
AHEAD
ROAD
ONE LANE
X
R/R Tracks
CLOSED
SHOULDER
RIGHT
SYMBOLS:
50' to 100'
50' to 100'50' to 100'
X
Channelizing Device (See Index 102-600)
Work Area
Lane Identification and Direction of Traffic
Work Zone Sign
Flagger
L/3
11/01/20 2
TWO-LANE, TWO-WAY
WORK WITHIN THE TRAVEL WAY 102-603 2
(See Note 3)
W20-7A
W20-4 W21-5a
Work Area
Layout
Cont.
Work Area
SPECIAL CONDITIONS
TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION
TEMPORARY LANE SHIFT TO SHOULDER WHEN WORK AREA ENCROACHES ON THE CENTERLINE
(See Sheet 1)
Cont. Layout
(See Sheet 1)
Cont. Layout
(See Sheet 1)
Cont. Layout