145 SHERRY ROW22-0033 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
LANIER LEE ET AL 145 SHERRY DR ATLANTIC BEACH FL 32233-5235
COMPANY:ADDRESS:CITY:STATE:ZIP:
BLUE STREAK LLC dba Blue
Streak
Telecommunications
8200 NW 41st St #318 Doral FL 33166
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
169796 0000 FLOYD & CAMPS R/P
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
145 SHERRY DR RIGHT OF WAY SINGLE OR TWO
FAMILY RIGHT OF WAY AT & T FIBER OPTIC CABLE $51174.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL
Notes:
Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is
needed, call 247-5878. Any digging requires calling 811 to have ALL public utilities located.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT
MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 10/5/2022
PERMIT NUMBER
ROW22-0033
ISSUED: 10/5/2022
EXPIRES: 1/3/2023
RIGHT OF WAY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
TOTAL:
2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
6 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
7 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
8 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
10 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
2 of 2Issued Date: 10/5/2022
PERMIT NUMBER
ROW22-0033
ISSUED: 10/5/2022
EXPIRES: 1/3/2023
RIGHT OF WAY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ROW22-0033
ROW22-0033
Description
PIPE/CONDUIT
CUT PAVEMENT
SPLICING PIT
BURIED SYMBOL LEGEND
Proposed Existing
ENCLOSURE
MANHOLE
BORE
N/A
N/A
N/A
CABLE MARKER
200'@ÒÊÌÔÓ N/A TRENCH LEN@DEPTH
BUR JOINT-TRENCH
BURIED CABLE
BURIED SVC WIRE
JOINT-TRENCH SVC
ENCLOSURE
1250' OF FIBER CABLE (BURIED ENVIRONMENT)
TELEPHONE FACILITIES:
AT&T PROPOSES PLACING THE FOLLOWING
PERMIT NOTES:
UNLESS NOTED OTHERWISE.
WILL BE MECHANICALLY PLACED
PRIMARY METHOD OF PLACEMENT
WITH QUESTIONS RO THIS PERMIT REQUEST.
SHOULD BE THE FIRST POINT OF CONTACT
PERFORMED ON THIS PERMIT REQUEST, AND
DGE OF THE PROPOSED WORK TO BE
AFT PERSON WHO HAS DETIALED FIELD KNOWLE
THE BELOW INFORMATION IS THE ORIGINAL DR
NOTE TO PERMITTING AGENCY:
FOR M.O.T. REFERRENCES
SEE DRAWINGS 4-6
SHOWN THROUGHOUT THESE DRAWINGS.
AND 660 FOR THE PROPOSED WORK
WORKERS WILL UTILIZE M.O.T'S. 602
MAINTENANCE OF TRAFFIC
F 100 1ST ST
SIDE OF 395
MANHOLE
EXISTING AT&T
FIRST STSHERRY DROCEAN BLVDE COAST DRPLACEMENT
FIBER
PROPOSED
630-220-4246
GROBLEWSKI
ALEXANDRA
DESIGNED BY:
TRUENET COMMUNICATIONS
Dwg.of 61
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
By Toni Gindlesperger at 4:54 pm, Aug 12, 2022
S/WD/WD/WD/WD/WD/WD/WD/W0+0010'X5' MANHOLE
EXISTING AT&T
D/W
40'4'A 288CT FIBER CABLE
PLACEMENT OF 2' FLEX-PIPE WITH
PROPOSED 849' AT&T DIRECTIONAL BORE
395 393 385 385 377 375 365 351 345 337 325 321 319 303 301
FIRST ST
E COAST DRSHERRY DRD/WD/WD/WD/WD/WD/WD/WWITH A 288CT FIBER CABLE
PLACEMENT OF 2" FLEX-PIPE
PROPOSED 16' AT&T BORE
A 288CT FIBER CABLE
PLACEMENT OF 2" FLEX-PIPE WITH
PROPOSED 14' AT&T BORE
A 288CT FIBER CABLE
PLACEMENT OF 2" FLEX-PIPE WITH
PROPOSED 10' AT&T BORE
TWO FULL BUS. DAYS BEFORE YOU DIG
CALL BEFORE YOU DIG
1-800-432-4770
DIAL 811 or
FLORIDA
www.call811.com
UTILITIES IS WITHHELD.
CERTIFICATION TO THE LOCATION OF ALL UNDERGROUND
APPROXIMATE AND POSSIBLY INCOMPLETE. THEREFORE
THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE
UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION AS
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
20'CONC S/W1'0+03B B
min.min.SHOWN
ASEOP EOPBORE DETAIL - NO DRAINAGE DITCH INVOVED
TYPICAL DRIVEWAY
24"min.36'
min.
24"min.
2'2'
EOP
EOPEOPEOP EOPP/LP/LP/LDEPTH OF 24"
BURIED @ A MIN
288 FIBER CAB'E
PROPOSED 1250' OF
Dwg.of 62
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE See Dwg #3ENTRY ANGLE:EXIT ANGLE:
10'10'
SETBACK DISTANCE:SETBACK DISTANCE:
1616
MAX. REAMER SIZE:BORE DETAIL:
ROOTS
AS SHOWN
TREES (TYPICAL)
30"
3"R/WR/WMEASUREMENT
SEE DWG FOR
VARIESEOP EOP24"min.
10'
WATER
4'
LOOKING WEST
CROSS SECTION
10'40'D/WD/WD/WS/WFIRST ST 5' S/W5'
288CT FIBER CABLE
PROPOSED 3' BURIED
12+50
VRAD CABINET
EXISTING AT&T
HANDHOLES
2-30"X48"
PROPOSED AT&T
BURIED IN SAME TRENCH
2-432 FIBER CABLES
PROPOSED 5' AT&T BURIED
120
WITH A 288CT FIBER CABLE
PLACEMENT OF 2" FLEX-PIPE
DIRECTIONAL BORE
PROPOSED 176' AT&T
10'
40'10'20'20'275 257
6'EXISTING AT&T HANDHOLE
12'6'6'9'5'
CABLE
PIPE WITH A 288CT FIBER
PLACEMENT OF 2" FLEX-
PROPOSSED 28' AT&T BORE
TWO FULL BUS. DAYS BEFORE YOU DIG
CALL BEFORE YOU DIG
1-800-432-4770
DIAL 811 or
FLORIDA
www.call811.com
UTILITIES IS WITHHELD.
CERTIFICATION TO THE LOCATION OF ALL UNDERGROUND
APPROXIMATE AND POSSIBLY INCOMPLETE. THEREFORE
THE LOCATION OF UTILITIES SHOWN ON THIS PLAT ARE
UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ASIT IS THE CONTRACTORS RESPONSIBILITY TO CONTACTOCEAN BLVDB B
min.min.SHOWN
ASEOP EOPBORE DETAIL - NO DRAINAGE DITCH INVOVED
TYPICAL DRIVEWAY
24"min.36'
min.
24"min.
2'2'
P/L P/LP/LP/L
EOP EOPEOPEOP
EOP4'201
AND PFP CABINET
4X5' CONC PAD
PROPOSED AT&T
CONC D/W
3'FENCE
SILT
MIN DEPTH OF 24"
FIBER CABLE BURIED @ A
PROPOSED 1250' OF 288
B B
4" min.4" min.
AS SHOWNEOP EOPBore Detail - NO Drainage Ditch Involved
TYPICAL ROADWAY
24"min.38" MIN.
min.
24"min.
6' 6'5' S/WDwg.of 63
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSESee Dwg #2ENTRY ANGLE:EXIT ANGLE:
10'10'
SETBACK DISTANCE:SETBACK DISTANCE:
1616
MAX. REAMER SIZE:BORE DETAIL:
ROOTS
AS SHOWN
TREES (TYPICAL)
30"
3"R/WR/WMEASUREMENT
SEE DWG FOR
VARIESEOP EOP24"min.
10'
WATER
4'
LOOKING WEST
CROSS SECTION
Dwg.of 64
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
ROAD WORK
END
ROAD WORK
END
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
PRESENT
SPEEDING FINES
DOUBLED
WHEN WORKERS
CONDITIONS
SYMBOLS
DISTANCE BETWEEN SIGNS
Speed Spacing (ft.)
A B
(mph)
Speed
Max. Distance Between Devices (ft.)
Panels or Drums
Barricades or Vertical
Type I or Type II
Tubular Markers
Cones or
Taper Tangent Taper Tangent
Notes
GENERAL NOTES DURATION NOTES
Device Spacing
Table I
Taper Length - Shoulder
Table II
L (ft)31
Shldr.
12'
Shldr.
10'
Shldr.
8'(mph)
Speed
500'
BA
*
See Table I
Device Spacing-Taper
See Table I
Device Spacing-Tangent
See Table II
L31Taper Length = 15'Min.2'Work Area
A
Work Area
Channelizing Device (See Index 102-600)
Work Zone Sign
Lane Identification + Direction of Traffic
2' TO THE EDGE OF TRAVEL WAY.
THAN 15' BUT NOT CLOSER THAN
ENCROACH THE AREA CLOSER
WORKERS OR THEIR ACTIVITIES
WHERE ANY VEHICLE, EQUIPMENT,
40 mph or less
45 mph
50 mph or greater 500
350
200 200
350
500
25
30 to 45
50 to 70 25
25
25 50
50
50 50
30
25
100
50
50
25
30
35
40
45
50
55
60
65
70
28
40
55
72
120
133
147
160
173
187
35
50
68
90
150
167
183
200
217
233
42
60
82
107
180
200
220
240
260
280
WS²
60
L=
L=WS
*Midway between signs.
For general TCZ requirements and additional information, refer to Index 102-600.4.
accordance with other applicable TCZ Indexes.
When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in 3.
where the shoulder work is being performed.
SHOULDER WORK sign may be used as an alternate to the WORKER symbol sign only on the side 2.
WORKERS sign. For location of flaggers and FLAGGER signs, see Index 102-603.
establishing and terminating the work area), the advanced FLAGGER sign shall be substituted for the
When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding 1.
oscillating, or strobe lights operating.
Vehicles in the work area have high-intensity, rotating, flashing, b.
Work operations are 60 minutes or less.a.
conditions are met:
Signs and channelizing devices may be omitted if all of the following 1.
Posted speed limit (mph) S =
and unpaved width)
Width of total shoulder in feet (combined paved W =
Length of shoulder taper in feetL =31
minimum shoulder width 8'
WALKWAY
PEDESTRIANWALKWAY PEDESTRIANCLOSED
SIDEWALKCLOSEDSIDEWALK
DETOURDETOUR
DETOURCROSS HERE AHEADSIDEWALK CLOSEDDETOURDETOURDETOURCROSS HERE AHEADSIDEWALK CLOSEDCLOSEDSIDEWALKUSE OTHER SIDE
SIDEWALK CLOSEDUSE OTHER SIDESIDEWALK CLOSEDCLOSEDSIDEWALKDETOURDETOURAHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
AHEAD
WORK
ROAD
DETOURDETOUR
DETOURDETOUR
Dwg.of 65
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSEWork AreaSYMBOLS
Work Area
Work Zone Sign
Or Permanent Curb Ramps.
Required Locations For Either Temporary
Lane Identification + Direction of Traffic
CR
CR
CR 20:1Taper20:1TaperWork AreaCR
CR
W o r k A e r a W o r k A r e a
GENERAL NOTES:
SIDEWALK DETOUR SIDEWALK DIVERSION
PEDESTRIAN DETOUR
CROSSWALK CLOSURE AND
Pedestrian Longitudinal Channelizing Device (LCD)
Mounted Work Zone Sign or separate Work Zone Sign
Pedestrian Longitudinal Channelizing Device (LCD) with
Channelizing Device
Temporary Sidewalk
temporary sidewalk and pedestrian longitudinal channelizing devices.
11. For sidewalk diversions, ensure that there is sufficient R/W for placement of
place LCDs to delineate both sides of the temporary walkway.
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
10. Place pedestrian longitudinal channelizing device(s) across the full width of the
9. Meet the requirements of Index 522-002 for temporary curb ramps.
otherwise noted in the plans.
8. Remove temporary walkways immediately after reopening of the sidewalk, unless
equipment, and stored material.
and free of any obstructions or hazards such as holes, debris, mud, construction
7. Maintain temporary walkway surfaces and ramps that are stable, firm, slip-resistant,
6. Provide a cross-slope with a maximum value of 0.02 for all temporary walkways.
exceed 200'.
temporary walkways less than 5' in width at intervals not to
warrant a minimum width of 4'. Provide a 5' x 5' passing space for
5. Provide a 5' wide temporary walkway, except where space restrictions
panel to the surface of the sidewalk.
maintain a minimum 7’ clearance from the bottom of the sign
4. For post mounted signs located near or adjacent to a sidewalk,
closed crosswalks.
3. Cover or deactivate pedestrian traffic signal display(s) controlling
vehicular temporary traffic control Indexes.
2. For spacing of vehicular Channelizing Devices, see applicable
minutes or greater, provide an alternate pedestrian route.
1. When encroaching work requires a sidewalk closure for 60
TELEPHONE SYSTEM HAND HOLE DETAIL
30X48X30 HH
MINIMUM 6" DEPTH
DRAINING GRANULAR FILL
LIFT HOLE-TYP
30"
48"
30"
PULL EYE
OPEN BOTTOM-PROVIDE FREE
3/4"DIAMETERx10' GROUND ROD
EXOTHERMIC WELD #4 GROUND
WIRE.
#4 GROUND WIRE EXOTHERMIC
WELD TO COVER FRAME
END WALL KNOCKOUTS
AS REQUIRED
COVER
RECESS
REINFORCED FRAME(TYP)
1/4" FLOOR PLATE
RATED H20 TRAFFIC
LOADING TELEPHONE
FINISHED GRADE
PROVIDE 6" OF PEA GRAVEL
AT BOTTOM OF PULLBOX FOR
DRAINAGE.
COMPOSOLITE PULLBOX WITH
OPEN BOTTOM. SIZE AS
REQUIRED - MINIMUM SIZE
SHALL BE 24"L X 36"W X 18"D
STEEL PENTA-HEAD BOLT WITH
ENGRAVED LETTERS.
PULLBOX SHALL BE QUAZITE
COMPOSOLITE, PC STYLE WITH
GASKETED COVER OR EQUIVALENT
VEHICULAR TRAFFIC WITH STAINLESS
58"L X 30"W X 30"D
NOT TO SCALE
AT&T PULLBOX SHALL BE:
Dwg.of 66
A02DFAA
Exchange:
Designer:
904-327-5823
JCBHFLMA
JEFF PROSSER
Phone:
Authorization:
ATLANTIC BEACH
FIRST ST
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE