925 SEMINOLE RD - ATT&T ROW DWG'SVICINITY
MPP
MH 126
PLAZA ST
NOTE,OTHER STREET
NAMES OMITTED FOR CLARITY
lO
o.�
tiZ
w�
ATLANTIC BLVD (AlA)
10/15/201° 10:52:54 AM
_IVE OAK LN
PALMWOOe�N
COUNTRY CLUB 'LN
WORK LOCATION
MH 125
7TH ST
5TH ST
1ST ST cn
m
D
z
w
0
BURIED SYMBOL LEGEND
Proposed
Exlsting
Dmriptlon
-lB-
BURIED CABLE
B
BJ--
BJ
BUR JOINT -TRENCH
ENCLOSURE_
=c�
ENCLOSURE
®
O
MANHOLE
1
PIPE/CONDUIT
CA-MKR _
CA-MKR _,
CABLE MARKER
— -® B
B — —
BURIED SVC WIRE
-� --BJ---
- - —�— _ -
JOINT -TRENCH SVC
--------•
N/A
BORE
7A
N/A
CUT PAVEMENT
j
L---
N/A
SPLICING PIT
200'102�)
N/A
TRENCH LENQDEPTH
CALL BEFORE YOU DIG
y FLORIDA
(to DIAL 811 or
1-800-432-4770
www.call8i i .corn
TWO FULL BUS. DAYS BEFORE YOU DIG
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS
THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE
APPROXIMATE AND POSSIBLY INCOMPLETE. THEREFORE
CERTIFICATION JO THE LOCATION OF ALL UNDERGROUND
UTILITIES IS WITHHELD.
MAINTENANCE OF TRAFFIC
WORKERS WILL UTILIZE M.D.T. CASE #602
FOR THE PROPOSED WORK SHOWN
THROUGHOUT THESE DRAW I NGS.
SEE DRAW i NG 3
FOR THE N.OT. REFERRENGES
SCOPE OF WORK:
83E68213N WILL BE PLACING NEW DUCT BETWEEN TWO EXISTING
MANHOLES ALONG SEMINOLE RD. STARTING AT THE
INTERSECTION OF SEMINOLE RD AND PLAZA ST, THE DUCT WILL
GO NORTH ALONG SEMINOLE RD TO 11TH ST. THE CONDUIT
WILL BE PLACED BY DIRECTIONAL BORING. THE MANHOLES ARE
LOCATED IN THE S/W. A 5' X 5' SECTION OF SIDEWALK WILL
BE REMOVED FOR THE BORING PITS. THE S/W WILL RESTORED
TO LIKE OR BETTER CONDITION. NO AMA RAMPS WILL BE
DISTURBED BY THE S/W CUTS.
ATTSE
PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
SEMINOLE RD
Exchange:
904246
Designer:
Pellegrinljony
Phone:
904-727-1546
Authorization:
83E.68213N
Dwg. I of 3
34 PROPOSED CONDUIT
10/15/2018 1:42:58 PM
A 5' X 5' SECTIONOF
S/W WILL REMOVED FOR
THE BORE PIT, AND
RESTORED TO LIKE OR
BETTER CONDITION.
?l
IL
o MH 11 6 Bore Detail - NO Drainage Ditch Involved
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9 min.
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min.
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WAT MET
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48" 36'min.
min.
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21 6
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Bore Detail - NO Drainage Ditch Involved
Q -o
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w
ST'- 36"min.
gpC
1 1 ro B
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p
1 - 6
min.
11 2+85 � 2+73
FIRE HYD
1
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STORM MH 1 1 j� t
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11 1 ®
1+56
STORM MH 11 � � gQC
MH 125
1+11 11 1 0+00 J P GAZA SIT—
CATV
TCATV HH _ —
1 '
A 5' X 5' ECTION OF
S/W WILL R MOVED FOR 1
THE BORE HT. , AND
RESTOREDT LIKE OR
BETTER CON ITION. 1
GZ 1
m 3� olo
1 1
48" 36'm1n.
min.
BJ
,�
22' m6
Bore Detail - NO Drainage Ditch Involved
Cl- o
Q-
C) w
w
48"
m/n.
a n a. t...,re r
CALL BEFORE YOU DIG
Y FLORIDA
(0 DIAL 811 or
1-800-432-4770
www..11811-com
TWO FULL BUS. DAYS BEFORE YOU DIG
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS
THE LOCATION OF UTILITIES SHGWN ON THIS PLAT ARE
OXI
APPRMATE ANO POSSIBLY INCOMPLETE.THEREFOPE
CERTIFICATION TO THE LOCATION OF ALL UNDERGR0UN0
UTILITIES IS WITHHELD.
36'min.
min.
A TTSE
PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
Exchange:
SEMINOLE RD
904246
Designer:
Pellegrin1jony
Phone:
904-727-1546
Authorization:
83E68213N
Dwg. 2 of 3
ROAD
WORK
aHEAI
I
A
*
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
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 No. 600)
Qi Work Zone Sign
Lane Identification + Direction of Traffic
10/15/2018 11:05:03 AM
A
■ ■
■ ■=Area
c in
NMMEMM
■
B ■ Taper Length = %L `�
See Table II
Device Spacing -Taper Device Spacing -Tangent 500'
See Table I See Table I
Table I
Device Spacing
— N/A -
Max. Distance Between Devices (ft.)
Type I or Type I I
Cones or Barricades or Vertical
Tubular Markers Panels or Drums
Taper Tangent Taper Tangent
ROAD
25 50 25 50
WORK
END
AHEAD
ROAD WORK
55 68 82
ROAD
WORK
aHEAI
I
A
*
SPEEDING FINES
DOUBLED
WHEN WORKERS
PRESENT
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 No. 600)
Qi Work Zone Sign
Lane Identification + Direction of Traffic
10/15/2018 11:05:03 AM
A
■ ■
■ ■=Area
c in
NMMEMM
■
B ■ Taper Length = %L `�
See Table II
Device Spacing -Taper Device Spacing -Tangent 500'
See Table I See Table I
Table I
Device Spacing
Speed
(mph)
Max. Distance Between Devices (ft.)
Type I or Type I I
Cones or Barricades or Vertical
Tubular Markers Panels or Drums
Taper Tangent Taper Tangent
25
25 50 25 50
30 to 45
25 50 30 50
50 to 70
25 50 50 100
G=
END
ROAD WORK
GENERAL NOTES DURATION NOTES
traffic
lanes in a
one hour period or less (excluding 1. Signs and channelizing devices may be omitted if all of the following
1. Wheal four or more work vehicles enter the through
estab ishing and terminating the work area), the advanced FLAGGER sign shall be substituted for the conditions are met:
WOR' ERS sign. For location of flaggers and FLAGGER signs, see Index No. 603. a. Work operations are 60 minutes or less.
b. Vehicles in the work area have high-intensity, rotating, flashing,
2. SHO�JLDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side oscillating, or strobe lights operating.
wher� the shoulder work is being performed.
3. Whe a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in
actor ance with other applicable TCZ Indexes.
4. For goneral TCZ requirements and additional information, refer to Index No. 600_
Table II
Taper Length - Shoulder
Speed
(mph)
Y3L (ft)
Notes
8' 10' 12'
Shldr. Shldr. Shldr.
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
XL = Length of shoulder taper in feet
W = Width of total shoulder in feet (combined paved
and unpaved width)
S = Posted speed limit (mph)
A TTSE
PROPOSED TELEPHONE FACILITIES
CONDITIONS
ON RIGHT OF WAY OF
ATLANTIC BEACH
WHERE ANY VEHICLE, EQUIPMENT,
WORKERS OR THEIR ACTIVITIES
ENCROACH THE AREA CLOSER
SEMINOLE RD
THAN 15' BUT NOT CLOSER THAN
2' TO THE EDGE OF TRAVEL WAY.
Exchange:
904246
Designer:
Pellegrin1jony
Phone:
904-727-1546
Authorization:
83E68213N
Dwg. 3 of 3