1783 E. Park Terr ROW19-0017 copper wire & boring prmit1
ROAD
WORK
AHEAD
SPEEDING FINES
DOUBLED
WHEN WORKERS
ES
PRENT
DISTANCE BETWEEN SIGNS
Speed Spacing (ft.)
A B
40 mph or less 200 200
45 mph 350 350
50 mph or greater 500 500
*Midway between signs.
SYMBOLS
Work Area
■ Channelizing Device (See Index 102-600)
[p Work Zone Sign
Lane Identification + Direction of Traffic
3,
C�
B
■ Taper Length = Y3L Work Area
See Table II
Device Spacing -Taper Device Spacing -Tangent 500'
See Table I See Table I
A
END
ROAD WORK
ROAD
WORK
AHEAD/
GENERAL NOTES DURATION NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour 1. Signs and channelizing devices may be omitted if all of the
peri d or less (excluding establishing and terminating the work area), the advanced following conditions are met:
FLAGSER sign shall be substituted for the WORKERS sign. For location of flaggers a. Work operations are 60 minutes or less.
and FLAGGER signs, see Index 102-603. b. Vehicles in the work area have high-intensity, rotating,
flashing, oscillating, or strobe lights operating.
2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only
on the side where the shoulder work is being performed.
3. When a side road intersects the highway within the TTC zone, additional TTC
devices shall be placed in accordance with other applicable TCZ Indexes.
4. For general TCZ requirements and additional information, refer to Index 702-600.
Taper
Table
I
Speed
(mph)
Device Spacing
12'
Shldr_
Notes
Max. Distance
Between Devices (ft.)
Speed
Cones or
Type 1 or Type II
(mph)
Tubular Markers
Barricades or Vertical
40 72 90
107
Panels or Drums
Taper Tangent
Taper Tangent
L=WS
25
25 50
25 50
30 to 45
25 50
30 50
50 to 70
25 50
50 100
A
END
ROAD WORK
ROAD
WORK
AHEAD/
GENERAL NOTES DURATION NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour 1. Signs and channelizing devices may be omitted if all of the
peri d or less (excluding establishing and terminating the work area), the advanced following conditions are met:
FLAGSER sign shall be substituted for the WORKERS sign. For location of flaggers a. Work operations are 60 minutes or less.
and FLAGGER signs, see Index 102-603. b. Vehicles in the work area have high-intensity, rotating,
flashing, oscillating, or strobe lights operating.
2. SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only
on the side where the shoulder work is being performed.
3. When a side road intersects the highway within the TTC zone, additional TTC
devices shall be placed in accordance with other applicable TCZ Indexes.
4. For general TCZ requirements and additional information, refer to Index 702-600.
Taper
Table
Length
II
- Shoulder
Speed
(mph)
/3L (ft)
8' 10'
Shidr. Shldr.
12'
Shldr_
Notes
25
28 35
42
L= WSz
60
30 40 50
60
35 55 68
82
40 72 90
107
45
120 150
180
L=WS
50 133 167
200
55 147 183
220
60 160 200
240
65 173 217
260
70 187 233
280
8' minimum shoulder width
Y3L = Length of shoulder taper in feet
W = Width of total shoulder in feet
(combined paved and unpaved width)
S = Posted speed limit (mph)
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
THAN 15' BUT NOT CLOSER THAN
2' TO THE EDGE OF TRAVEL WAY.
LAST ZO DESCRIPTION: FY 2019-20
REVISION FD ®
W nT
TWO-LANE, TWO-WAY, WORK ON SHOULDER INDEX SHEET
11/01/17 L STANDARD PLANS 102-602 ]of]
PERMIT NOTES:
ATtT PROPOSES PLACING THE FOLLOWING TELE=PHONE
FACILITIES TO PROVIDE SERVICE:
—175' OF 2PAIR COPPER DROP WIRE (BURIED ENVIRONMENT)
WNICN INCLUDES A 40' ROADWAY BORE !
TRAFFIC ENGINEERING:
USE M.O.T. #102-602
3
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DRIV.EWAY
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DRIVEWAY
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BORE
1770 I
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Permit submittal plans were prepared
under the responsibility charge of Utility
Company full-time employee Jonathan
Maurer and are exempt from the signing
and sealing requirements prescribed
in Section 471 of the Florida Statutes.
Jonathan Maurer
O EXISTING AT&T CABLE
O2 EXISTING AT&T CABLE
O PROPOSED BURIED SVC WIRE
5/10/2019 7:58:52 AM
DRIV IWAY
---P/L------------------
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1750
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3
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3
ELEC
/ TRANSFORMER
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5
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D IVEWAY
I-- – – – – – – – – – – – – – – – – – – – –-P/L —
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�I�IVEWAY
-------------------------P/L --
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3
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CROSS SECTION
LOOKING NORTH
3 3
18'18'
w PARK TERRACE E w
24"min. 241min.
T• •
O
24' CAN /
ELEC
TYPICAL ROADWAY/DRIVEWAY
Bore Detail - NO Drainage Ditch Involved
W PARK TERRACE E w
24"min. 36" 24"min.
min.
2' AS INDICATED 2' —�
min. min.
BURIED SYMBOL LEGEND
Proposed
Existing
Description
B
BURIED CABLE
B
BJ
OUR JOINT -TRENCH
BJ
�_
ENCLOSURE
``^^
SIJ
LO
ENCLOSURE
MANHOLE
PIPE/CONDUIT
CA-MKR
CA -MICR
CABLE MARKER
BURIED SVC WIRE
JOINT -TRENCH SVC
– – – – – –
N/A
BORE
®
N/A
CUT PAVEMENT
I
N/A
SPLICING PIT
200'cffA')
N/A
TRENCH LENQDEPTH
NO OTHER BURIED UTILITIES PRESENT