248 LEVY RD - ROW DRAWINGS248 LEVY ED
CITY_ PERMIT
J .�_
I I SITE MAP I
MOT NOTES
TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
F.D.O.T. DESIGN STANDARD #NO. 600.
Aid
COMCAST
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
Jacksonville, FL 32216
CITY uf-"'F ATLANTIC BEACH9 FL
RIGHT-OF_tiV�Y PERMIT
PROJECT TOTALS
PROP. BURIED CATV: 1372'
PROP. OH CATV: 0'
TOTAL PROP. CATV: 1372'
(0.26MI.)
248 LEVY RD
SUBJECT:
PROPOSED U/G CAN
FACILITIES ON LEVT RD,
ROSE ST AND W 14TH ST.
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 1 OF 7
DATE: 01/18/2018
CIFA: MAP: N /A
A
DRAFTED BY: J. COMPTON
I mm_- I I Feel 5, P, �ISI � ' 1`
Lei - I ym, 9, m
USE CASE 1M.O.T.
NOTES
ALL PROPOSED CONSTRUCTION WILL BE PER CITY OF
ATLANTIC BEACH SPECIFICATIONS AS WELL AS ALL NESC
SAFETY CODES.
ALL PROPOSED CATV WILL BE WITHIN THE CITY OF ATLANTIC
BEACH RIGHT-OF-WAY.
ALL PROPOSED UNDERGROUND CAN WILL BE BURIED A
MINIMUM OF 24" DEEP. EXCEPT BORES 36" DEEP.
NOTIFICATIONS TO ALL UTILITIES INVOLVED WILL BE MADE
PRIOR TO CONSTRUCTION.
LOCATES WILL BE REQUIRED IN ALL PROPOSED
UNDERGROUND AREAS AT LEAST 48 HRS. PRIOR TO
CONSTRUCTION.
ALL PROPOSED UNDERGROUND CATV ROAD BORES WILL USE
CITY APPROVED DIRECTIONAL BORE MACHINE, AS WELL AS
CITY APPROVED CONDUIT.
ALL PROPOSED CATV DIRECTIONAL BORES WILL E;KTEND A
MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT.
ALL PROPOSED CATV DRIVEWAY BORES WILL EXTEND A
MINIMUM OF 2' BEYOND THE EDGE OF PAVEMENT.
IL
COMCAST
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
Jacksonville, FL 32216
ALL UTILITIES LOCATED BY
VISUAL INSPECTION, TO
VERIFIED BY LOCATES.
EOT REPRESENTS EDGE OF
TRAVEL NOT TRUE EDGE OF
PAVEMENT.
E/P REPRESENTS THE TRUE
EDGE OF PAVEMENT.
EOD REPRESENTS THE EDGE OF
DIRT.
HAND DIG TRENCHES 36" DEEP
ACROSS DIRT ROAD.
LEGEND
X POWER POLE
BORE
® POWER TRANSFORMER POLE
------------- SWALE/DITCH
® JOINT USE TRANSFORMER. POLE
o a GUARD RAIL
0 PHONE POLE
0 0 o—z-- FENCE LINE
CAN POLE
PROPOSED OVERHEAD CAN
(S STEEL POLE
— ® - — — — — PROPOSED BURIED CATV
0 CONCRETE POLE
EXISTING OVERHEAD CAN
® JOINT USE POLE
— — — — — — — EXISTING BURIED CAN
® RISER
---•—•—•—•~—•~—•— OVERHEAD ELECTRIC
—�Q ANCHOR
—°—•—•—•—`—`—`—•—^— BURIED ELECTRIC
II OVERHEAD GUY
—°—°-°--°—°—°—°— GAS
VQ CAN FIBER VAULT
— ~—•—•—•—'—'—'~— OVERHEAD TELEPHONE
IN TRAFFIC SIGNAL VAULT
—^~~ ~—'—'~—~— BURIED TELEPHONE
® TRAFFIC SIGNAL POLE
SANITARY SEWER
® TRAFFIC SIGNAL BOX
- -- STORM SEWER
Q- CROSS SECTION REFERENCE
—� `—'-- -- WATER
???'AERIAL FOOTAGE
— CENTERLINE
???'U/G FOOTAGE
EDGE OF PAVEMENT
/ REFERNCE POINTBACK
OF CURB
® STORM DRAIN
®'.®......••® RIGHT OF WAY
CITY uf-"%F ATLANTIC BEACH, F
Ir?IGHT-OF-WAY PET?MIT
1110 .1%0
HDPECONDUIT
TYPICAL DRIVEWAY
DIRECTIONAL BORE
N.T.S.
ROPOSED U/G CATV
ACILITIES ON LEVT RD,
OSE ST AND W 14TH ST
248 LEVY RD.
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 2 OF 7
DATE: 01/18/2018
MAP: N/A
DRAFTED BY: J. COMPTON
MID—BLOCK SIDEWALK CLOSURE
GENERAL NOTES
1. ONLY THE SIGNS CONTROLLING PEDESTRIAN FLOWS ARE SHOWN.
OTHER WORK ZONE SIGNS WILL BE NEEDED TO CONTROL TRAFFIC
ON STREETS.
2. TEMPORARY WALKWAYS SHALL BE A MINIMUM OF 4' WIDE AND KEPT
FREE OF ANY OBSTRUCTIONS AND HAZARDS SUCH AS HOLES, DEBRIS,
MUD, CONSTRUCTION EQUIPMENT, STORED MATERIALS AND ETC.
( FOR DETAILS SEE INDEX 600 )
3. POST MOUNTED SIGNS LOCATED NEAR OR ADJACENT TO A SIDEWALK
SHALL HAVE A 7' MINIMUM CLEARANCE FROM THE BOTTOM OF SIGN
TO THE SIDEWALK.
CONDITIONS
WHERE ANY VEHICLE, EQUIPMENT
WORKERS OR THEIR ACTIVITIES
ENCROACH ON THE SIDEWALK FOR
A PERIOD OF MORE THAN 60 MINUTES
Sts
COMCAST
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
Jacksonville, FL 32216
Shoulder Work
(2'-15' From the Edge of Pavement)
(Maintaining two—way traffic in two travel lanes)
d
4
IT—
FIaggsr Symbol
SHIFTING TAPER
Mem
l�
Arrow Display
o®_
Hlgh Level Warning Device
®
Work Area
URBAN (high speed)
CASE 1 M.O.T.
Shoulder Work With Minor Encroachment
(Within 2' of the Edge of Pavement)
CASE 2 M.O.T.
Lane Closure on a Two—Lane Road
(Two Flogger Operation)
A CASE 3 MOT SHALL ONLY BE IMPLEMENTED
WHILE CONTRACTOR PERSONNEL ARE
PRESENT. DURING OFF HOURS THIS MOT
SHOULD BE REMOVED AND TWO LANES OF
TRAFFIC RESTORED.
Lane Closure in Advance of an Intersection
(Work Area on the Through Road)
Work in Travel Lane or a Minor Urban Street ® q
(Maintaining Two—Way Traffic)
®O d >T
a� —
smrm
MINIMUM 11' WIDTH FOR EACH TEMPORARY �\
LANE. IF CANNOT BE MAINTAINED, A A
CASE 3 MOT
MUST BE USED. �Y
CASE 4 M.O.T.
effi>
7r—
ALL ROAD CROSSINGS SHALL BE DONE IN A
ONE DAY. CROSS STREETS ARE TO BE o V
RESTORED TO TWO LANES OF TRAFFIC Il 1
DURING NON—WORKING HOURS.
CASE 5 M.O.T.
ITY OF C'aTLANTjC BEACH,
1PIGHT—OF—WAY PEROMITF
EG N
a
Channelizing D.A
IT—
FIaggsr Symbol
SHIFTING TAPER
Portable Sign Support
l�
Arrow Display
URBAN (low speed)
Hlgh Level Warning Device
®
Work Area
URBAN (high speed)
Warning Sign
SIGN SPACING
ROAD TYPE
TAPER LENGTH (L)°
DISTANCE BETWEEN SIGNS^
AT LEAST L
SHIFTING TAPER
A
B
C
URBAN (low speed)
100
100
100
URBAN (high speed)
350
350
350
RURAL
500
500
500
E.pr.saway/Freeway
1,000
1.500
2,640
2 45mph = high speed
° SPEED CATEGORY TO BE DETERMINED BY HIGHWAY AGENCY
°° DISTANCES ARE SHOWN IN FEET. THE COLUMN HEADING A B. AND C ARE THE DIMENSIONS
SHOWN IN FIGURES 6H-1 THROUGH 6H-46 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEMCES
(MUTCD). THE A DIMENSION IS THE DISTANCE FROM THE 1PANSMON OR POINT OF RESTRICTION TO THE FIRST
SIGN. THE 8 DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS
THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. (THE THIRD SIGN IS THE FIRST ONE IN THE THREE—SIGN
SERIES ENCOUNTERED BY A DRIVER APPROICHING A TEMPORARY TRAFFIC CONTROL ZONE).
NOTE: LONGITUDINAL DIMENSIONS ARE TO BE ADJUSTED TO FIT FIELD CONDITIONS. SEE FOOT INDEX N. 600
TAPER LENGTH CRITERIA
TYPE OF TAPER
TAPER LENGTH (L)°
MERGING TAPER
AT LEAST L
SHIFTING TAPER
AT LEAST 0.51.
SHOULDER TAPER
AT LEAST 0.33L
ONE LANE, TWO WAY TRAFFIC TAPER
100 Fr. MAXIMUM
DOWNSTREAM TAPER
100 Fr PER LANE
MUUIS FUR L ARE AS FOLLOWS
FOR SPEED LIMITS OF 40 MPH OR LESS
L—WS s
60
WHERE: L - TAPER LENGTH IN FEET
W - WIDTH OF OFFSET IN FEET
S — POSTED SPEED LIMIT
FOR SPEED UNITS OF 45 MPH OR GREATER
L—WS
MAINTENANCE OF TRAFFIC REQUIREMENTS
1. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PIAN SHALL BE
SUBMITTED TO THE CITY OF ATLANTIC BEACH, TRAFFIC ENGINEERING DIVISION
FOR REVIEW AND APPROVAL PRIOR TO IMPLEMENTATION.
2. PROJECT WORK HOURS ARE BETWEEN 7:00 AM TO 7:00 PM ON
RESIDENTIAL STREETS, AND 9:00 AM TO 4:00 PM ON COLLECTOR OR
ARTERIAL STREETS.
3. CONTRACTOR MUST MAINTAIN EXISTING SIGNING. IF SIGNS ARE DAMAGED
DUE TO HIS ACTIVITY, THE CONTRACTOR 15 REQUIRED TO REPLACE THEM IN
ACCORDANCE WITH CURRENT CITY STANDARD SPECIFICATIONS IMMEDIATELY.
4. THIRTY FOOT RADII ARE REQUIRED AT ALL INTERSECTIONS WHERE THE
ROADWAY IS REBUILT.
S. ACCESS TO ALL STREETS AND DRIVEWAYS TO BE MAINTAINED AT ALL TIMES.
S. IF SIDEWALKS ARE DISTURBED AND HAVE TO BE REPLACED, HANDICAP
RAMPS ARE TO BE INSTALLED.
7. THE CONTRACTOR SHALL CONFINE HIS ACTIVE WORK AREA TO NO MORE
THAN ONE BLOCK AT A TIME
B. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE
BEFORE R IS REOPENED TO TRAFFIC, AND BEFORE THE CONTRACTOR
MOVES ON TO THE NEXT CONSTRUCTION ZONE.
9. DUST CONTROL MEASURES SHALL BE IMPLEMENTED ON ALL UNPAVED
SURFACES UNTIL PAVED.
10. WHERE CONSTRUCTION PHASING IS NOT SHOWN ON PLANS, OR IF
CONTRACTOR WANTS TO ALTER THE PHASING SHOWN, CONTRACTOR IS TO
SUBMIT PHASING PLAN WITH A PROPOSED CONSTRUCTION SCHEDULE TO
TRAFFIC ENGINEERING PRIOR TO CONSTRUCTION
11. CONTRACTOR SHALL NOTIFY ATLANTIC BEACH CIN HALL (247-5400) A
MINIMUM OF 5 WORKING DAYS PRIOR TO IMPLEMENTATION OF THE M.O.T.
12. TRAFFIC SIGNAL VEHICLE LOOPS SHALL BE RESTORED TO PROPER OPERATION
WITHIN 36 HOURS OF BEING DESTROYED OR DAMAGED. CONTACT PAT
HARRIS AT 247-5826 OR GEORGE WORLEY AT 247-5826 A MINIMUM OF
45 HOURS PRIOR TO WORKING NEAR A SIGNAUZED INTERSECTION.
PROPOSED U/G CAN
FACILITIES ON LEVT RD,
ROSE ST AND W 14TH ST.
CIFA:
N/A
248 LEVY RD
COUNTY:
DUVAL
STATE:
FLORIDA
SHEET NO.:
3 OF 7
DATE:
01/18/2018
MAP:
N/A
DRAFTED BY:
J. COMPTON
248 LEVY RD
CITY PERMIT
PLAIN VIEW
0 25' 50'
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248 LEVY RD
u`F
ATLANTIC
BEACH,
PROJECT:
PROPOSED U/G CAN
COUNTY:
STATE:
FLORIDA
ORIDACITY
COM C A S T
FACILITIES ON LEVT RD,
ROSE ST AND W 14TH ST.
SHEET NO.: 4 OF 7
DATE:
01/18/2018
PROPRIETARY AND CONFIDENTIAL
Richard St
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PETRT
CIFA:5934
N/A
Jacksonville, FL 32216
11111111nL
DRAFTED
BY: J. COMPTON
248 LEVY RD
CITY PERMIT
LAIN VIEW
0 25' 50'
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PROPOSED U/GWATER
PROPOSED U/G
DRIVEWAY BORE DRIVEWAY BORE BELLSOUTH
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248 LEVY RD
®
CITYATLANTIC
EPa CH, FL
SUBJECT:
PROPOSED U/G CATVSTATE:
FACILITIES ON LEVT RD,COMCASTROSE
COUNTY:DUVAL
FLORIDA
SHEET NO.: 5 OF 7
ST AND W 14TH ST.
DATE: 01/18/2018
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
. .... FWAY
I H T m
e
PEDMIT
CIFA:
N/A
MAP: N /A
Jacksonville, FL 32216
I
DRAFTED BY:J. COMPTON
248 LEVY RD
CITY PERMIT
PLAN VIEW
0 25' 50'
B SEE MATCHUNE B f B ON SHEET # 5 B
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248 LEVY RD
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CITY F ATLANTIC
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SUBJECT:
PROPOSED U/G CATV
ON LEVT
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 6 OF 7
n/� /� �`'j'
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PROPRIETARY AND CONFIDENTIAL
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PETRM I
DATE: 01/18/2018
�
N�a
MAP: N/A
DRAFTED BY: J. COMPTON
5934 Richard St
Jacksonville, FI_ 32216
248 V Y RD
Ross sFr.TIDN
"A"
ITT PERMIT
.FROM TAG
N.T.S.
CROSS SECTIONS
E
= R/W I
R/W
SIDEWALK _ 32' 32'
PROPOSED �G 20' 12' 12 .
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248 LEVY RD
T ATLANTIC
CITY
BEACH,
F
SUBJECT:
PROPOSED U/G CATV
COUNTY: DUVAL
STATE:
C OM C A S T
FACILITIES ON LEVT RD,
ROSE ST AND W 14TH ST.
SHEET NO.: 7 OF 7
DATE: 01/18/2018
PROPRIETARY AND CONFIDENTIAL
St
RUGHT-OF-WAY
CIFA'Richard
11111
N/A'Jack
DRA TED BY.
• J. COMPTON
Jacksonville, FL 32216