2425 Mayport Rd ROW18-0023 CATV repair permit2425 MAYPORT RD
CITY PERMIT
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MOT NOTES
TRAFFIC CONTROL SHALL COMPLY WITH FEDERAL MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND
F.D.O.T. DESIGN STANDARD #NO. 600.
SIL
COMCAST
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
Jacksonville, FL 32216
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PROJECT TOTALS
PROP. BURIED CATV: 136'
PROP. OH CATV: 0'
TOTAL PROP. CATV: 136'
(0.03MIL)
2425 MAYPORT RD — CITY
SUBJECT:
COUNTY:
DUVAL
PROPOSED U/G CATV
STATE:
FLORIDA
FACILITIES ON FLEET LANDING
BLVD.
SHEET NO.:
1 OF 4
DATE:
07/10/2018
CIFA:
F067AU
M
BE020
DRAFTED BY:
COMCAST
2425 MAYPORT RD
CITY PERMIT
NOTES & TYPICALS
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
GUARD I(RAIL
Q PHONE POLE
o Cl 0 0 o FENCE LINE
0 CATV POLE
PROPOSED OVERHEAD CAN
(S) STEEL POLE
— — — — — — — PROPOSED BURIED CAN
C CONCRETE POLE
EXISTINJV OVERHEAD CAN
® JOINT USE POLE
— — — — — — — EXISTING BURIED CAN
® RISER
- OVERHEAD ELECTRIC
�Q ANCHOR
—•—•-------------•— BURIED ELECTRIC
II OVERHEAD GUY
— — — — — — ------ GAS
[I CATV FIBER VAULT
---•---•—•---•—•- OVERHEAD TELEPHONE
® TRAFFIC SIGNAL VAULT
--•—•---"—•—•—"—•- BURIED TELEPHONE
® TRAFFIC SIGNAL POLE
SANITARY SEWER
TRAFFIC SIGNAL BOX
STORM SEWER
Q- CROSS SECTION REFERENCE
—"•—•—`•—"— WATER
----- CENTERLINE
???'AERIAL FOOTAGE
???'U/G FOOTAGE
EDGE OF PAVEMENT
/ REFERNCE POINT
BACK OF CURB
® STORM DRAIN
RIGHT OF WAY
COMCAST
PROPRIETARY AND CONFIDENTIAL
5934 Richard St
Jacksonville, FL 32216
JEA EASEMENT
PADMOUNTED
EQUIPMENT
R/WN
PEDESTAL70 THIS AREA TO
CURB OR BE CLEAR OF
F---1 15' MIN. i OBSTRUCTIONS
NOTE:
PLACE PEDESTALS TO THE LEFT
OR RIGHT SIDE OF JEA
TRANSFORMER LOCATIONS.
R/W
CATV
PEDESTAL
BACK
OF CURB
TYPICAL JEA EASEMENT
N.T.S.
CITY OF ATLANTIC BEACH,
RIGH'P-OF-W.AY PERMIT
CITY OF ATLANTIC BEACH U/G 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 CAN DIRECTIONAL BORES WILL EXTEND 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.
PROPOSED 2"
HDPE CONDUIT
TYPICAL DRIVEWAY
DIRECTIONAL BORE
N.T.S.
2425 MAYPORT RD - CITY
FL
SUBJECT:
PROPOSED U/G CAN
FACILITIES ON FLEET LANDING
BLVD.
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 2 OF 4
DATE: 07/10/2018
CIFA:
F067AU
MAP: B E020
DRAFTED BY: COMCAST
2425 MAYPORT RD
CITY PERMIT
M.O.T. CASES
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 ACTMTIES
ENCROACH ON THE SIDEWALK FOR
A PERIOD OF MORE THAN 50 MINUTES
4 0 0
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 i<
e®_
CASE 1 M.O.T.
Shoulder Work With Minor Encroachment
(Within 2' of the Edge of Pavement)
Work in Travel Lane or a Minor Urban Stre
(Maintaining Two—Way Traffic)
e�
MINIMUM 11' WIDTH FOR EACH TEMPORARY �\
1
CASE 3MOT MUST NBE BE MAINTAINED, A
A q
CAS E 4 M. 0. T.
Lane Closure on a Two—Lane Road
(Two Flogger Operation)
CASE 2 M.O.T. CAS E 3
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)
7>r
ALL ROAD CROSSINGS SHALL BE DONE IN
ONE DAY. CROSS STREETS ARE TO BE
RESTORED TO TWO LANES OF TRAFFIC p
DURING NON—WORKING HOURS. 4 l�
CASE 5 M.O.T.
_ ^im<0
I`I'I
CITY OF ATLANTIC BF;ICII,
EIGHT-OF-jtiAY PERMIT
LEGEND
SIGN SPACING
ROAD TYPE
CIII—Izing Devic.
D--
nogg- Symbol
Tt
Porlebh Sign SuppoH
B
Aro 01.pby
URBAN (Yoe .Peed)
High -,I Warring -I..
®
Work Ar.e
URBAN (high .p.od)
Waminq Sign
SIGN SPACING
ROAD TYPE
TAPER LEND (L)'
DISTANCE BETWEEN SIGNS-
AT LEAST L
SHIFTING TAPER
-A
B
C
URBAN (Yoe .Peed)
1DO
100
100
URBAN (high .p.od)
350
350
350
RURAL
SOD
500
500
EKpn..way/Fr..woy
1,000
1,500
2,640
45mph - high .p..d
• SPEED CATEGORY TO BE DETERMINED BY HIGIAIAY AGENCY
" DIS7MCES ARE SHOWN IN FEET. THE COLUMN HEADING A AR
6, AND CE THE DIMENSIONS
SHOWN IN FIGURES 6M-1 THROUGH 6H-46 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD). THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION 70 THE FIRST
SIGN. THE B DIMENSION 5 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 DRNER APPROACHING A TEMPORARY TRAFFIC CONTROL ZONE).
NOTE: LONGITUDINAL DIMENSIONS ME TO BE ADJUSTED TO FR FIELD CONDITIONS. SEE FOOT INDEX Ni 500
TAPER LENGTH CRITERIA
TYPE OF TAPER
TAPER LEND (L)'
MERGING TAPER
AT LEAST L
SHIFTING TAPER
AT LEAST 0.5L
SHOULDER TAPER
AT LEAST 0.33L
ONE LANE. TWO WAY TRAFFIC TAPER
100 TT. MAXIMUM
DOWNSTREAM TAPER
100 FT PER LANE
'FORMULAS FOR L PRE AS FOLLOWS
FOR SPEED LIMITS OF 40 MPH OR LESS
L -WS 2
So
WHERE: L - TAPER LENGTH IN FEET
W - WIDTH OF OFFSET IN FEET
S - POSTED SPEED LIMIT
FOR SPEED LIMITS OF 45 MPH OR GREATER
L -WS
MAINTENANCE OF TRAFFIC REQUIREMENTS
1. ANY MODIFICATIONS OF THIS MAINTENANCE OF TRAFFIC PLAN 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 IS 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.
5, 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.
S. THE ROADWAY SHALL BE RESTORED TO AT LEAST A LIMEROCK SURFACE
BEFORE IT 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 CITY 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
48 HOURS PRIOR TO WORKING NEAR A SIGNALIZED INTERSECTION.
2425 MAYPORT RD - CITY
FL
SUBJECT:
PROPOSED U/G CAN
FACILITIES ON FLEET LANDING
BLVD.
COUNTY: DUVAL
STATE: FLORIDA
SHEET NO.: 3 OF 4
DATE: 07/10/2018
F067AU
F067
MAP: BE020
DRAFTED BY: COMCAST
X425 MAYPORT RD
CITY PERMIT
PLAN VIEW
0 20' 40'
CROSSROMT
ECTION
N.T.l.
R/W I R/W
so'
35' 25'
17' 16' 6 2� 2' PROPOSED U/G
1 1 CATV FACILITIES
—12—- I � —12'—
C1
—za'— I o • —za—
—36— 1 I 1 —36-
1 I 1
—48— I O —48'-
-60-- p I
—60'—
VV o a
R/W mm m w R/W
000 £
a3 o O
XU
W
PROJECT START
PROPOSED U/G
CAN FACILITIES TIE
INTO EXISTING CAN
FACILITIES
R/W
B/C
B/C
R/W
0
z
v
0
r
m
N
PROPOSED U/G
W CAN FACILITIES
m
80'
-VAC �.��
N
D/W
52' 4'
V
v4�ry
_ssss—
FLEET LANDING BLVD W
"- CITY OF ATLANTIC BEACH, FL
COMCAST
PROPRIETARY AND CONFIDENTIAL RIGHT — O F— 1 1 p Y PET?MIT
5934 Richard St 1/L\11
Jacksonville, FL 32216
PROJECT FINISH
PROPOSED U/G
CAN FACILITIES
LEAVE CITY R/W
FOR PRIVATE
PROPERTY
R/W
B/C
B/C
R/W
SUBJECT:
PROPOSED U/G CAN
FACILITIES ON FLEET LANDING
BLVD.
2425 MAYPORT RD — CITY
COUNTY: DUVAL
STATE:
FLORIDA
SHEET NO.: 4 OF 4
DATE:
07/10/2018
CIFA:
F067AU
MAP:
BE020
DRAFTED BY:
COMCAST