W20-7A MOT-18-10

(See Note 3) W20-4 (See Note 4) MOT-13-06 W20-1F

(See Note 6)
G20-2
(See Note 6) SPEEDING FINES
RUMBLE ROAD
FLAGGER ONE LANE DOUBLED
ROAD STRIPS WORK
END AHEAD WHEN WORKERS
AHEAD AHEAD AHEAD
PRESENT
ROAD WORK

Temporary Raised Rumble Strip Set 250' X X X X X

(See Note 4)

25' -50'

X X X X X X B Temporary Raised Rumble Strip Set

(See Note 4)

50'-100' 50'-100'

END
SPEEDING FINES ROAD WORK
ROAD RUMBLE RIGHT
DOUBLED ONE LANE FLAGGER
WORK STRIPS SHOULDER ROAD
WHEN WORKERS
AHEAD CLOSED AHEAD G20-2
AHEAD AHEAD
PRESENT (See Note 6)

W20-1F MOT-13-06 MOT-18-10 W21-5a W20-4 W20-7A

(See Note 6) (See Note 4) (See Note 3)

4
2" S
t 1
ri
ps Se
le Pa t
Pe
ab g ve r
NOTES: ov i n d S
m p S et
Re t ri p. ) 4" ho
1. This Index applies to Two-Lane, Two-Way Roadways 6. The "Speeding Fines Doubled When Workers Present" 2"
S
(Ty ul
de
pe r
with work within the traveled way. signs (MOT-13-06) and "End Road Work" signs (G20-2), 2' Ta
S of
along with associated work zone sign spacing, may be pa e
ci dg el
ng E v
2. L = Taper Length omitted when the work operation will be in place for 24 e) a
(
Ty t
hi Tr e
p. W n
B = Buffer Length hours or less. ) ( La
ne
X = Work Zone Sign Spacing Li
e
See Index 102-600 for “L”, “B”, “X” and channelizing 7. Automated Flagger Assistance Devices (AFADs) may be dg
E
ne
device spacing values. used in accordance with Specification Sections 102, 990 li
ter
n )
and the APL vendor drawings. Ce l ow
l
3. Optionally, use "Flagger Ahead" sign with symbol Ye
(

(W20-7) instead of "Flagger Ahead” sign with text 8. Railroad Crossings:

(W20-7A).

a. If an active railroad crossing is located closer to OPTION - 1

4. Use temporary raised rumble strips when the existing the Work Area than the queue length plus 300 feet, REMOVABLE STRIPING TYPE
posted speed is 55 mph or greater and the work extend the Buffer Space as shown on Sheet 2.

duration is greater than 60 minutes. If temporary

raised rumble strips are not used, omit "Rumble b. If the queuing of vehicles across an active railroad
Strips Ahead" signs (MOT-18-10) and associated crossing cannot be avoided, provide a uniformed
e
work zone sign spacing. traffic control officer or flagger at the highway-rail bl
m e
Ru in
3
L
grade crossing to prevent vehicles from stopping within er n S 1
nt I tri S
et
5. Additional one-way control may be provided by the the highway-rail grade crossing, even if automatic Ce rip ps
t 1' Pa
S -0 ve Pe
following means: train warning devices are in place. " d r
S S
20 ho et
a. Flag-carrying vehicle ' pe ul
S
pa Ty p de
b. Official vehicle ci le tri r
b S )
ng a
rt e p.
c. Pilot vehicles (
Ty Po bl
(Ty
m
d. Traffic signals
p.
) Ru of
e
te) dg el
E
hi av
When flaggers are the sole means of one-way control,
W
( Tr e
ne n
Li La
the flaggers must be in sight of each other or in direct e
dg
E
communication at all times.

ne
i
l
er
SYMBOLS: nt )
Ce l ow
7:07:33 AM

l
Work Area Ye
(

Channelizing Device (See Index 102-600)

OPTION - 2
Work Zone Sign
PORTABLE TYPE
7/13/2022

Flagger

RUMBLE STRIP SETS

Lane Identification and Direction of Traffic
REVISION

LAST DESCRIPTION:
FY 2022-23 TWO-LANE, TWO-WAY
INDEX SHEET
REVISION

11/01/21 STANDARD PLANS WORK WITHIN THE TRAVEL WAY 102-603 1of 2
 DO NOT
STOP
ON
TRACKS

250' X
Cont. Layout
(See Sheet 1)

15' Clear (Typ., Each Side) Work Area

R/R Tracks

Extended Buffer Space

X 50' to 100' 50' to 100'

Cont. Layout Tangent
(See Sheet 1)

TEMPORARY RAILROAD CROSSING BUFFER SPACE EXTENSION

W20-7A
(See Note 3) W20-4 W21-5a

ONE LANE RIGHT

FLAGGER
ROAD SHOULDER
AHEAD CLOSED
AHEAD

Shifted Lane (11' Min.)

375' X X X X
Cont. Layout

25'-50'

Work Area
Edge of Existing Travel Lane (Typ.)

B B Edge of Existing Paved Shoulder (Typ.)

X 50' to 100' 50' to 100'

Cont. Layout Tangent
(See Sheet 1)

TEMPORARY LANE SHIFT TO SHOULDER WHEN WORK AREA ENCROACHES ON THE CENTERLINE
(For Work Operations In place 24 Hours or Less)

SYMBOLS:
Work Area
7:06:37 AM

Channelizing Device (See Index 102-600)

Work Zone Sign

Flagger
7/13/2022

Lane Identification and Direction of Traffic

SPECIAL CONDITIONS
REVISION

LAST DESCRIPTION:
FY 2022-23 TWO-LANE, TWO-WAY
INDEX SHEET
REVISION

11/01/21 STANDARD PLANS WORK WITHIN THE TRAVEL WAY 102-603 2 of 2