14 DUTTON ISL RD ROW PERMJOB OBJECTIVE:
-PLACE NEW CABINET IN THE ROW OF DUTTON ISLAND RD E NE
THE NEW CABINET WILL BE PLACED ON A 4'X 5' CONCRETE PA
-HANDTRENCH ONE 4" CONDUIT FROM THE NEW CABINET AT A
30" X 48" HANDHOLE.
-HANDTRENCH ONE 4" CONDUIT FROM THE NEW HANDHOLE TC
AT&T CONDUIT AT A DEPTH OF 30".
SYMBOL LEGEND
Proposed
Existing
Description
AERIAL CABLE
e
BURIED CABLE
e
—BJ—
BUR JOINT -TRENCH
BJ
0
Q
BST POLE
POWER POLE
—�
- <
ANCHOR & GUY
—4_ PB
4E PB
PUSH BRACE
ENCLOSURE
�J
Z�
ENCLOSURE
MANHOLE
PIPE/CONDUIT
CACAO
CA-MKR
CABLE MARKER
AERIAL SVC WIRE
--B--
- — B — -
BURIED SVC WIRE
'- —&'---
- - _Bj_ - -
JOINT -TRENCH SVC
--------
N/A
BORE
N/A
CUT PAVEMENT
i I
N/A
SPLICING PIT
200'0(M
N/A
TRENCH LENODEPTH
MAINTENANCE OF TRAFFIC
WORKERS WI LL UTI LI ZE M. 0. T. CASE #602
AND CASE #660 FOR THE PROPOSED WORK
SHOWN THROUGHOUT THESE DRAWINGS.
MAYPORT RD (S 1985 MAYPORT RD).
OF 30" TO THE NEW
THE END OF THE EXISTING
Permit submittal pians 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.
CONTACT INFORMATION FOR THE AT&T BUILD SUPERVISOR:
JEFF SMITH ( 904) 614-3037
ADAM GI LLESPI E ( 904) 614-
1/21/2019 7:34:05 AM
Jonathan Maurer
NOTE TO PERMITTING AGENCY:
THE BELOW INFORMATION IS THE ORIGINAL DRAFT PERSON
WHO HAS DETAILED FIELD KNOWLEDGE OF THE PROPOSED
WORK TO BE PERFORMED ON THIS PERMIT REQUEST, AND
SHOULD BE THE FI RST POI NT OF CONTACT WI TH QUESTI ONS
REGARDI NG THESE FI ELD CONDI TI ONS AND/OR CORRECTI ONS
TO THIS PERMIT.
TONY PELLEGRI NI
( 904) 727-1546
N/A
CALL BEFORE YOU DIG
Y FLORIDA
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BUS
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AT&T t
MANHOLE j I r
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- R/W------------I
SIDEWALK
DUTTON ISLAND RD W ------
SIDEWALK
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TRAFFIC LIGHT o
POLEco
-R/W ------------ 1
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1/21/2019 9: 17: 50 AM
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f� I Q i POLE O SXING
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MAINSDRIVEWAZY
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EXIST NG ' Y
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R/W----------
B0C
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BOC
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CROSS SECTION
LOOKING EAST
BOC-
DUTTON ISLAND RD E
------- ---------------------N -C/L-
a � o Rflf
CO LL)
n
NEW NEW
HH CABINET
4' SIDEWALK 4' SIDEWALK
_ _--- --
-----I -------------
1 PROPOSED
I CONDUIT POWER/
1 PROPOSED POLE
CONDUIT
3 CONNECT CONDUITS
", TOGETHER
I
NOTE: OPEN CUT SIDEWALK TO ACCESS EXISTING
CONDUIT & PLACE NEW NEW CONDUIT.
20' X 4' SECTION S/W = 80 SO FT
NOTE: NO OTHER UTILITIES VISIBLE IN FIELD
ra,r L'
IFL3' �
PROPOSED
CONDUIT
--,007mxaloovl -;lau4-46�
Jonathan Maurer
NOTE: OTHER CABLES OMITTED FOR CLARITY
A TTSE
)SED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
S 1985 MAYPORT RD
904246
Pellegrini, Tony
Phone:
904-727-1546
Authorization:
83E68188N
Dwg. 2 of 5
END
ROAD WORK
I
A
ROAD
WORK
AHEAD
DOIJBL EDGE
PF ESENT
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.
1/21/2019 7:34:06 AM
r'
am
E
■ ■
F//A NIS
B Taper Length = )5L Work—Y//// Area
See Table II
Device Spacing -Taper Device Spacing -T:
See Table I i See Table 1
SYMBOLS
®
Work Area
■
Channelizing Device (See Index 102-600)
D
Work Zone Sign
b
Lane Identification + Direction of Traffic
1/21/2019 7:34:06 AM
r'
am
E
■ ■
F//A NIS
B Taper Length = )5L Work—Y//// Area
See Table II
Device Spacing -Taper Device Spacing -T:
See Table I i See Table 1
GENERAL NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding
establishing wind terminating the work area), the advanced FLAGGER sign shall be substituted for the
WORKERS sign. For location of flaggers and FLAGGER signs, see Index 102-603.
2. SHOULDER'NORK 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 1 CZ requirements and additional information, refer to Index 102-600.
ROAD
WORK
AREA[
A
a
b
n �
END
ROAD WORK
500'
DURATION NOTES
1. Signs and channelizing devices may be omitted if all of the following
conditions are met:
a. Work operations are 60 minutes or less.
b. Vehicles in the work area have high-intensity, rotating, flashing,
oscillating, or strobe lights operating.
Table I
Table II
Taper Length -
Device Spacing
Max. Distance Between
Devices (ft.)
Speed
Cones or
Type I or Type II
(mph)
Tubular Markers
Barricades or Vertical
Notes
(mph)
Panels or Drums
Taper Tangent
Taper Tangent
25
25 50
25 50
30 to 45
25 50
30 50
50to 70
25 50
50 100
GENERAL NOTES
1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding
establishing wind terminating the work area), the advanced FLAGGER sign shall be substituted for the
WORKERS sign. For location of flaggers and FLAGGER signs, see Index 102-603.
2. SHOULDER'NORK 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 1 CZ requirements and additional information, refer to Index 102-600.
ROAD
WORK
AREA[
A
a
b
n �
END
ROAD WORK
500'
DURATION NOTES
1. Signs and channelizing devices may be omitted if all of the following
conditions are met:
a. Work operations are 60 minutes or less.
b. Vehicles in the work area have high-intensity, rotating, flashing,
oscillating, or strobe lights operating.
8' minimum shoulder width
1§L = 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.
\ N;A -
A TTSE
PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
S 1985 MAYPORT RD
Exchange:
904246
Designer:
Pellegrini, Tony
Phone:
904-727-1546
Authorization:
83E68188N
Dwg. 3 of 5
Table II
Taper Length -
Shoulder
AL (ft)
Spm
Notes
(mph)
8'
10,
12'
Shldr.
Shldr.
Shldr.
25
28
35
42
L= WS'
60
30 40 50
60
35 55 68
82
40 72 90
107
45
120
150E2600
L=WS
50 133 167
55 147 183
60 160 200
65 173 217
70 187 233
280
8' minimum shoulder width
1§L = 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.
\ N;A -
A TTSE
PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
S 1985 MAYPORT RD
Exchange:
904246
Designer:
Pellegrini, Tony
Phone:
904-727-1546
Authorization:
83E68188N
Dwg. 3 of 5
SYMBOLS
MWork Area
■ Channelizing Device
Work Zone Sign
CR Required Locations For Either Temporary
Or Permanent Curb Ramps.
Lane Identification + Direction of Traffic
Pedestrian Longitudinal Channelizing Device (LCD) with
Mounted Work Zone Sign or separate Work Zone Sign
H Pedestrian Longitudinal Channelizing Device (LCD)
BTemporary Sidewalk
1. When encroaching work requires a sidewalk closure for 60
minutes or greater, provide an aftemate pedestrian route.
2. For spacing of vehicular Channelizing Devices, see applicable
vehicular temporary traffic control Indexes.
3. Cover or deactivate pedestrian traffic signal display(s) controlling
closed crosswalks.
4. For post mounted signs located near or adjacent to a sidewalk,
maintain a minimum 7' clearance from the bottom of the sign
panel to the surface of the sidewalk.
5. Provide a 5' wide temporary walkway, except where space restrictions
warrant a minimum width of 4'. Provide a 5'x 5' passing space for
temporary walkways less than 5' in width at intervals not to
exceed 200'.
GENERAL NOTES:
6. Provide a cross -slope with a maximum value of 0.02 for all temporary walkways
7. Maintain temporary walkway surfaces and ramps that are stable, firm, slip -resistant,
and free of any obstructions or hazards such as holes, debris, mud, construction
equipment, and stored material.
8. Remove temporary walkways immediately after reopening of the sidewalk, unless
otherwise noted in the plans.
9. Meet the requirements of Index 522-002 for temporary curb ramps.
10. Place pedestrian longitudinal Channelizing device(s) across the full width of the
closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion,
place LCDs to delineate both sides of the temporary walkway.
11. For sidewalk diversions, ensure that there is sufficient RAN for placement of
temporary sidewalk and pedestrian longitudinal channelizing devices.
AHF1iD '
CROSSWALK CLOSURE AND
PEDESTRIAN DETOUR
1/21/2019 7:34:06 AM
SIDEWALK DETOUR
SIDEWALK DIVERSION
VA
L���
PEDESTRIAN
WALKWAY
A TTSE
PROPOSED TELEPHONE FACILITIES
ROAD ON RIGHT OF WAY OF
WORK ATLANTIC BEACH
AHFAD
S 1985 MAYPORT RD
Exchange:
904246
Designer:
Pellegrini, Tony
Phone:
904-727-1546
Authorization:
83E68188N
Dwg. 4 of 5
CURB INLET
FLOW RATES CFS
Cohesive
Non -Cohesive
WIRE SCREEN CONCRETE
BLOCK
Fine Sand
Cloy Sands
Course Sand
ri O
Clays
Gravels
Moderate >10 <15
Hardpans
Sandy Loam
Heavy >15 -525
�"a8 ma
Silt Loam
Very Heavy >25 <40
Type IV Heavy
N.T.S. (D-906)
Non -Cohesive And
2
Very Heavy-Cohesiv(
STAKED AND ENTRENCED COMPACTED SOIL
'STRAW BALE
Pa ed Ditch
`
1
TRENCH UPSLOPE POSTS
ALONG THE LINE OF
SEDIMENT
BINDING WIRE LADEN RUNOFF
°FILTER
WIRE
�--
SCREEN GRAVEL
GRAVEL
FILTER
WIRE SCREEN
RUNOFF
S-/ "WOODSTUD
A/•' OVERFLO)
RUNOF]�IWATER
WITH
MENTT SEDIMENT
SPECIFIC APPLICATION SPECIFIC
THIS METHOD OF INLET PROTECTION
IS APPLICABLE AT CURB INLETS
WHERE AN OVERFLOW CAPABILITY IS
NECESSARY TO PREVENT EXCESSIVE
PONDING IN FRONT OF THE
STRUCTURE.
BLOCK & GRAVEL CURB
INLET SEDIMENT FILTER
FILTERED WATER
SEDIMENT'
THIS METHOD OF INLET
PROTECTION IS APPLICABLE
WHERE HEAVY FLOWS ARE
EXPECTED AND WHERE AIV
OVERFLOW CAPACITY IS
NECESSARY TO PREVENT
EXCESSIVE PONDING AROJND
THE STRUCTURE.
BLOCK & GRAVEL DROP
INLET SEDIMENT FILTER
N.T.S. I'D -904)
DROP INLET COMPACTED. SOIL TO
WITH GRATE PREVENT PIPING
RUNOFF
❑ ❑ ❑ ❑ ❑ -� WATER
_ ❑ o WITH - ,p
NOTE: Spacings shown in this chart are based on
generalized conditionsand should be adjusted based on
actual site Derformance or hvdroulic comoutotions.
SOILS
FLOW RATES CFS
Cohesive
Non -Cohesive
Very Light <5
Light >5 <10
Firm Loam
Fine Sand
Cloy Sands
Course Sand
And Moderate -Cohesive
Clays
Gravels
Moderate >10 <15
Hardpans
Sandy Loam
Heavy >15 -525
o
Silt Loam
Very Heavy >25 <40
�f ❑ ❑ t SEDIMEIS WATER POSTS
RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE
GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 .
RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN'
ILTER WATER �
STRAW BALES STAKED ^ A r
CURB .0 WITH 2 STAKES PER BALE A P
SEDIMENT INLET .HAY BALE SEDIMENT FILTER
CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION
SEDIMENT FILTER 4"
SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al
THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE
GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE
APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO
PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN
NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
DAMAGE TO ADJACENT STRUCTURES AND
UNPROTECTED AREAS. BURLAP FABRIC STAKES::.::
WITH SEDIMENT RUNOFF RAVEL 12" F
WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _
-WITH SEDIMENT�
*DIMENT
_ f EXTENSION OF
��J =
FABRIC AND WIRE
BUR ED
INTO THE TRENCH.
i!*
— BURLAP FABRIC
FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC
SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER
THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION
APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
TRATED FLOWS ARE EXPECTED, BUT
Type I Very Light non -Cohesive
I �
And Light -Cohesive
s
50 100 150 200 250 300 350 400
CHART I Spacing (In Feet)
Type 11 Light Non -Cohesive
RECOMMENDED SPACING FOR TYPE I AND TYPE If
And Moderate -Cohesive
HAY BALE BARRIERS, AND TYPE III AND TYPE IV
SILT FENCES AND PAVED DITCH HAY BALE
Type III Moderate
"4
Non -Cohesive And
o
Heavy -Cohesive
03
Type IV Heavy
N.T.S. (D-906)
Non -Cohesive And
2
Very Heavy-Cohesiv(
STAKED AND ENTRENCED COMPACTED SOIL
'STRAW BALE
Pa ed Ditch
STRAW BALE TO PREVENT PIPING
1
TRENCH UPSLOPE POSTS
ALONG THE LINE OF
SEDIMENT
BINDING WIRE LADEN RUNOFF
�f ❑ ❑ t SEDIMEIS WATER POSTS
RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE
GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 .
RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN'
ILTER WATER �
STRAW BALES STAKED ^ A r
CURB .0 WITH 2 STAKES PER BALE A P
SEDIMENT INLET .HAY BALE SEDIMENT FILTER
CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION
SEDIMENT FILTER 4"
SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al
THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE
GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE
APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO
PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN
NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
DAMAGE TO ADJACENT STRUCTURES AND
UNPROTECTED AREAS. BURLAP FABRIC STAKES::.::
WITH SEDIMENT RUNOFF RAVEL 12" F
WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _
-WITH SEDIMENT�
*DIMENT
_ f EXTENSION OF
��J =
FABRIC AND WIRE
BUR ED
INTO THE TRENCH.
i!*
— BURLAP FABRIC
FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC
SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER
THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION
APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
TRATED FLOWS ARE EXPECTED, BUT
I I Tenhporark Sad
I �
I
FLOW POINTS A
PLAN SHOULD BE
I HIGHER
50 100 150 200 250 300 350 400
CHART I Spacing (In Feet)
THAN B
RECOMMENDED SPACING FOR TYPE I AND TYPE If
ELEVATION
HAY BALE BARRIERS, AND TYPE III AND TYPE IV
SILT FENCES AND PAVED DITCH HAY BALE
PROPER PLACEMENT OF A FILTER BARRIER
BARRIERS
INA DRAINAGE WAY
SPACING RECOMMENDATION FOR
FLOWS. SUCH AS IN STREET
SILT FENCES & HAY BALES
FILTER BARRIER CONSTRUCTION DETAIL
N.T.S. (D-906)
N.T.S. (D-910)
STAKED
1. SET POSTS AND 2. STAPLE WIRE
STAKED AND ENTRENCED COMPACTED SOIL
'STRAW BALE
EXCAVATE A 4"x4" FENCING TO THE
STRAW BALE TO PREVENT PIPING
, FILTERED
TRENCH UPSLOPE POSTS
ALONG THE LINE OF
SEDIMENT
BINDING WIRE LADEN RUNOFF
�f ❑ ❑ t SEDIMEIS WATER POSTS
RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE
GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 .
RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN'
ILTER WATER �
STRAW BALES STAKED ^ A r
CURB .0 WITH 2 STAKES PER BALE A P
SEDIMENT INLET .HAY BALE SEDIMENT FILTER
CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION
SEDIMENT FILTER 4"
SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al
THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE
GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE
APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO
PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN
NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
DAMAGE TO ADJACENT STRUCTURES AND
UNPROTECTED AREAS. BURLAP FABRIC STAKES::.::
WITH SEDIMENT RUNOFF RAVEL 12" F
WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _
-WITH SEDIMENT�
*DIMENT
_ f EXTENSION OF
��J =
FABRIC AND WIRE
BUR ED
INTO THE TRENCH.
i!*
— BURLAP FABRIC
FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC
SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER
THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION
APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
TRATED FLOWS ARE EXPECTED, BUT
THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO
NOT WHERE PONDING AROUND THE
GREATER THAN 5 PERCENT)
WHERE SHEET OR OVERLAND
STRUCTURE MIGHT CAUSE EXCESSIVE
FLOWS (NOT EXCEEDING 0.5
cfs) ARE TYPICAL. THE METHOD
INCONVENIENCE OR DAMAGE TO
SHALL NOT APPLY TO INLET;
RECEIVING CONCENTRATED
ADJACENT STRUCTURES AND
FLOWS. SUCH AS IN STREET
OR HIGHWAY MEDIANS.
UNPROTECTED AREAS.
GRAVEL INLET SEDIMENT TRAP DROP INLET SEDIMENT TRAP
(D-903)
1/21/2019 7:34:09 AM
CONSTRUCTION DETAILS FOR SILT FENCES
(D_909)
CROSS-SECTION OF A PROPERLY
INSTALLED STRAW BALE
STAKED HAY BALE
� �o°°8g�ao8s
o0 8 0 00'0°0
LLJJee 0
g°� o00 "O 0
Y °
SEE DROP INLET
SEDIMENT TRAP (D-905)
ERECT SEDIMENT BARRIERS
INT CATCH BASINS
(TYPICAL)
EROSION CONTROL NOTES
1. CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST
BE LOCATED PRIOR TO CONSTRUCTION.
2. VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE
MINIMUM NECESSARY FOR CONSTRUCTION.
3. MATERIAL RESULTING FORM EXCAVATION WILL NOT BE PLACED
IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENT OR
OTHER FORCES. THE MATERIAL SHOULD BE COLLECTED AND
CONTAINED AT ONE SITE AS APPROPRIATE.
4. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON
MATS OR LOW GROUND PRESSURE EQUIPMENT USED DURING
CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM
AREA REQUIRED TO INSTALL THE FIBER OPTIC SYSTEM ONLY.
5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE
PLACED IN WETLANDS.
6. APPROPRIATE SILTATION AND EROSION CONTROLS WILL BE
USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION
DURING CONSTRUCTION, AND ALL EXPOSED SOIL AND FILLS
WILL BE PERMANENTLY STABILIZED AT THE EARLIEST
PRACTICABLE DATE.
7. SEDIMENT CONTROL FENCE (SILT FENCE) SHOULD BE
INSTALLED AND MAINTAINED FOR THE DURATION OF THE
CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND
WITHIN RIGHT-OF-WAY LINE (12 FT AWAY FROM EDGE OF
R.O.W.)_ IF BODY OF WATER OR POTENTIAL WETLAND IS
LOCATED WITHIN 60 FT FROM THE EDGE OF THE R.O.W. ANY
OTHER SITUATIONS WILL BE APPROVED BY THE ENGINEER.
8. WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES
OF THE TRENCH WILL BE BACK FILLED WITH TOPSOIL FROM
THE TRENCH.
9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND
PLACED ON UPLAND AREAS IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION.
10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO
THEIR ORIGINAL CONTOURS AND STABILIZED IMMEDIATELY UPON
COMPLETION OF CONSTRUCTION.
11. ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY
AND THE AFFECTED AREAS RETURNED TO THEIR PRE-EXISTING
CONDITION.
12, ANY DISTURBED AREA WILL BE RE -SEEDED WITH NATIVE GRASS
SEEDS, AND SEDIMENT CONTROL FENCE SHOULD BE REMOVED
UPON COMPLETION CONSTRUCTION IMMEDIATELY.
13. WHEN CONSTRUCTING IN CITY LIMITS, ALL ROADWAY DRAINS
SUCH AS INLETS NEAR CURBS OR DROP INLET ON ROADWAY
WHICH ARE LOCATED IN THE R.O.W., SHALL BE PROTECTED
WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL BE
REMOVED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
14. ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO R.O.W.
LINE AS POSSIBLE.
15. ALL HARD SURFACE THOROUGHFARES TO BE DIRECTIONAL
BORED MINIMUM 36 INCHES BELOW SURFACE, MINIMUM 5 FT
FROM EDGE OF PAVEMENT TO BE CROSSED.
16. ALL HARD SURFACE DRIVEWAYS TO BE DIRECTIONAL DRILLED.
A TTSE
PROPOSED TELEPHONE FACILITIES
ON RIGHT OF WAY OF
ATLANTIC BEACH
S 1985 MAYPORT RD
Exchange:
904246
Designer:
PellegrinT, Tony
Phone:
904-727-1546
Authorization:
83E68188N
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