PW-18-3350SYMBOLS:
® Work Area
Channelizing Device (See Index 107-600)
[p Work Zone Sign
i
LT' Flogger
b Lane Identification + Direction of Traffic
- - ------------------------------
Device Spacing (See Table 1)
•000.0 ••••-
nHEwo
h -
V ICI .I �J
APPR_04Eq BY
Cl
PAT
ZONING DEPT
• • t
5 ger l 25
Ta le I ..�.
BLDG DEPT
I IMCF Wlr'
All F UERAL
a
--------------
_
V 50' To 100' . May Be omitted if ROAD WORK AHEAD sign is installed ups[rea•
0
•ithin Ire projec•I
�W��•0
- - ------------------------------
Device Spacing (See Table 1)
•000.0 ••••-
nHEwo
h -
roarro
additional TTC devices in accordance with other applicable TCZ Indexes.
Taper Length`_..__..
• • t
•
omitted provided vehicles in the work area have high-intensity rotating,
r
D
Sheet 3.
b. If the queuing of vehicles across an active railroad crossing cannot be
6. When Buffer Space cannot be attained due to geometric constraints, use
V 50' To 100' . May Be omitted if ROAD WORK AHEAD sign is installed ups[rea•
0
•ithin Ire projec•I
�W��•0
highway -rail grade crossing to prevent vehicles from stopping within
greater than 25 mph.
W.AJ AM -10000•
B
C
•
0000
•
Paved Shoulder width is sufficient to provide for an 11' lane
B. Speed limit is 45 mph or less.
between the Work Area and the Edge of Existing Payed Shoulder.
•00.0•0
0000 000
• •00.0:
a distance equal to the Buffer Space shown in Table 1.
2. Temporary Raised Rumble Strips:
D. Vehicles in the work area have high -intensify, rotating, flashing, oscillating,
or strobe lights operating.
A. Use when both of the following conditions are met concurrently:
• ' 0000••
•••
•
•
b. Work duration is greater than 60 minutes.
G. AFADs are not in use.
B. Use a consistent Strip color throughout the work zone.
0000
•
general
shown.
D. Use Option I or Option 1 as shown on Sheet 2. Use only one option
9. Automated Flogger Assist ance Devices (AFADs) may be used in accordance
WITHOUT TEMPORARY RAISED RUMBLE STRIPS
with Specifications Section 102. 990 and the APC vendor drawings.
3. Additional one-way control may be provided by the following means:
50'
A. Flag -carrying vehicle;
209
B. Official vehicle;
0000
• • • T77,
0006:0
305'
D. Traffic signals.
20'
50'
29 50'
359
350'
350'
175'
360'
•••0••
20'
50'
29 100'
509
509
500'
250'
425'
55
20'
50'
• • •
0000••
2640'
•
GENERAL NOTES:
500'
495'
0 •
•
: 0 •
0 i
1. Special Conditions may be required in accordance with these notes
4. When a side road intersects the highway within the TTC zone, place
and the following sheets:
additional TTC devices in accordance with other applicable TCZ Indexes.
A. Railroad Crossings:
5. The two channelizing devices directly in front of the work area may be
a. If an active railroad crossing is located closer to the Work Area than
omitted provided vehicles in the work area have high-intensity rotating,
the queue length plus 300 feet, extend the Buffer Space as shown on
flashing, oscillating, or strobe lights operating.
Sheet 3.
b. If the queuing of vehicles across an active railroad crossing cannot be
6. When Buffer Space cannot be attained due to geometric constraints, use
avoided, provide a uniformed traffic control of ricer or /tagger at the
the greatest attainable length, not less than 200 It, for posted speeds
highway -rail grade crossing to prevent vehicles from stopping within
greater than 25 mph.
the highway -rail grade crossing, even if automatic train warning
7, ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if
devices are in place.
B. If the Work Area encroaches on the Centerline, use the Layout for
all of the following conditions are met:
Temporary Lane Shift to Shoulder on Sheet 3 only if the Existing
A. Work operations are 60 minutes or less.
Paved Shoulder width is sufficient to provide for an 11' lane
B. Speed limit is 45 mph or less.
between the Work Area and the Edge of Existing Payed Shoulder.
C. There are no sight obstructions to vehicles approaching the work area for
Reduce [he posted speed when appropriate.
a distance equal to the Buffer Space shown in Table 1.
2. Temporary Raised Rumble Strips:
D. Vehicles in the work area have high -intensify, rotating, flashing, oscillating,
or strobe lights operating.
A. Use when both of the following conditions are met concurrently:
E. Volume and complexity of the roadway has been considered.
a. Existing Posted Speed is 55 mph or greater;
F. If a railroad crossing is present, vehicles will not queue across rail tracks.
b. Work duration is greater than 60 minutes.
G. AFADs are not in use.
B. Use a consistent Strip color throughout the work zone.
S. See Index ]02-600 for TCZ requirements and additional information.
C. Place each Rumble Strip Set transversely across the lane at locations
general
shown.
D. Use Option I or Option 1 as shown on Sheet 2. Use only one option
9. Automated Flogger Assist ance Devices (AFADs) may be used in accordance
throughout work zone.
with Specifications Section 102. 990 and the APC vendor drawings.
3. Additional one-way control may be provided by the following means:
50'
A. Flag -carrying vehicle;
209
B. Official vehicle;
209
C. Pilot vehicles;
305'
D. Traffic signals.
20'
When flaggers are the sole means of one-way control, the flaggers
must be in sight of each other or in direct communication at all times.
LAST
REVISION
11/01117
FY 2018-19
Prn STANDARD PLANS
TWO-LANE, TWO-WAY,
WORK WITHIN THE TRAVEL WAY
CONDITIONS
WHERE ANY VEHICLE, EOUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LINE 2'
OUTSIDE THE EDGE OF TRAVEL WAY.
INDEX I SHEET
102-6031 1 of 3 1�
TABLE I
• •
•
••
•
Posted
Speed
DEVICE
Maximum Spacing
of Cones or
Tubular Markers
Ona Ona
Taper Tangent
SPACING
Maximum Spacing of
Type I or Type It
Barricades7Pdnels7Drums
On a Ona
Taper Tangent
A
Distance
Between
Signs
B C
•
D
•
Buffer
Space
15
20'
50'
20 50'
200'
20C
200'
100'
155'
30
20
50'
20' 50
109
200
200
100
200'
35
29
50'
29 50'
200'
209
200'
100'
250'
40
20'
50'
20' 59
209
209
209
700'
305'
45
20'
50'
29 50'
359
350'
350'
175'
360'
50
20'
50'
29 100'
509
509
500'
250'
425'
55
20'
50'
20' 709
2640'
1500'
1000'
500'
495'
60
20'
50'
20' 709
2640'
1509
1009
500'
570'
65
20'
50'
20' 109
2640'11
SOU
1000'
500'
645'
70
20'
50'
29 709
2640'
1509
1000
500'
730'
TWO-LANE, TWO-WAY,
WORK WITHIN THE TRAVEL WAY
CONDITIONS
WHERE ANY VEHICLE, EOUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA BETWEEN
THE CENTERLINE AND A LINE 2'
OUTSIDE THE EDGE OF TRAVEL WAY.
INDEX I SHEET
102-6031 1 of 3 1�
v
REPLACEMENT BASE • • • • • •
• t • •
(NEW MATEPoAL) 1.5' dTCH •NDTH • 1.5' • • • • • •
vAR1Es • • • • • • • •
•
• • • • • ••• ••
RESTORATION 0r• ROAD CUT
FOR UTILITY CROSSING
GENERAL NOTES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED
4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE
MATERIAL (1.5" MIN. THICKNESS)
5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE
CONTENT OF 70% (60% FOR LOCAL STREETS)
6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES
I---- 30 Vill ---+ LEGEND
} q CENTER ONE
M MONUMENT LINE
? a R1' RIGHT OF WAY
6 P/L PROPERTY UNE
M E O. P. EDGE OF PAVEMENT
GAS MAIN
SOD RESTORATION DETAIL
SCALE NOT TO SCALE
T. T. TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC. SERVICE LINE
PE. PLASTIC
STM. SEW. STORM SEWER
NE. 102TH ST
77'
121'
13'
----------
GPS M�1�3i
S
TIE IN SVC TO GAS
1 WITH T.T./E.F.V.
1
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EX1`'t'2 CJ`S 12' i
fi S�
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O RO
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50' 4* / PPS 0�0
I—OCATION MAP (N.T.S.)
1
1 0
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0, 1
Ih �U
If$II 1
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•
• • •• ••
••
••
•
• • • • • •
•
RILL LANE
• •
•
•
••• • • •
I
I
SURFACE REP
TENT •
• • •
•
• • • • • •
SURFACE
c
a
I I
� SAW CU ASPHALT
(TYPICAL)
REPLACEMENT BASE • • • • • •
• t • •
(NEW MATEPoAL) 1.5' dTCH •NDTH • 1.5' • • • • • •
vAR1Es • • • • • • • •
•
• • • • • ••• ••
RESTORATION 0r• ROAD CUT
FOR UTILITY CROSSING
GENERAL NOTES
1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE
THICKNESS OF THE BASE, MIN. 8" AND MAX. 18"
2. BASE MATERIAL SHALL BE PLACED IN 6" MAX. (LOOSE MEASUREMENT)
LAYER AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO 98% OF
MAX. DENSITY PER AASHTO T-180
3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED
4. SURFACE MATERIAL SHALL BE CONSISTENT WITH SURROUNDING SURFACE
MATERIAL (1.5" MIN. THICKNESS)
5. BASE MATERIAL SHALL HAVE A MIN. LBR. OF 100 AND A MIN. CARBONATE
CONTENT OF 70% (60% FOR LOCAL STREETS)
6. CONTRACTOR SHALL SOFT DIG TO VERIFY LOCATION OF EXISTING UTILITIES
I---- 30 Vill ---+ LEGEND
} q CENTER ONE
M MONUMENT LINE
? a R1' RIGHT OF WAY
6 P/L PROPERTY UNE
M E O. P. EDGE OF PAVEMENT
GAS MAIN
SOD RESTORATION DETAIL
SCALE NOT TO SCALE
T. T. TAPPING TEE
E.F.V. EXCESS FLOW VALVE
SVC. SERVICE LINE
PE. PLASTIC
STM. SEW. STORM SEWER
NE. 102TH ST
77'
121'
13'
----------
GPS M�1�3i
S
TIE IN SVC TO GAS
1 WITH T.T./E.F.V.
1
rjP GPS
EX1`'t'2 CJ`S 12' i
fi S�
. P� 6
O RO
o�ze
A. op SSG �P� 6O
50' 4* / PPS 0�0
I—OCATION MAP (N.T.S.)
1
1 0
I��Ill�l
_ � � • IIIlillll
0, 1
Ih �U
If$II 1
. •' � ill► IIS
Iii" SII
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PROFILE CROSSING NE. 101th ST.
SCALE: (V) 1:5' (H) NTS.
N
W r E
SCAI.S:1'-90'
�—
10
Go
— 50'
8
GRD.
I Of,I
8
ZI-------------------- ------------- -1W
ROP. -'" PLASTIC
GAS SVC. TO BE
36" MIN. DIRECTIONAL BORED
�o LOK
I
I
qa
4
'-
4
c
a
I I
1 I GAS MAIN
0
0
PROFILE CROSSING NE. 101th ST.
SCALE: (V) 1:5' (H) NTS.
N
W r E
SCAI.S:1'-90'
�—
10
Go
�
co
w
i
i
�o LOK
qa
r-'
c
a
..
ALL EXISTING UTILITIES SHOWN 0,
THESE PLANS ARE TO BE
CONSIDERED APPROXIMATE &
SHOULD BE VERIFIED BY THE
CONTRACTOR PRIOR TO THE
START OF WORK OPERATIONS
0
o„
�C
x
Na. OF SHEt9:
SMT No.: j
Drawing File: \\browardfs\volt\users\PGMXC\Documen ts\RESIDENTIAL\2018\NE 101 ST. 1490, MIAMI SHORES, FL\1490 NE 101 ST.MIAMI SHORES, FL.dwg 10/31/2018