1071 Atlantic Blvd ROW22-0014 fiber optic cable permitOWNER:ADDRESS:CITY:STATE:ZIP:
1071 ATLANTIC JAX
OWNER LLC 4923 CYPRESS ST W TAMPA FL 33607
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:
177411 0040 SECTION LAND
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1071 ATLANTIC BLVD RIGHT OF WAY SINGLE OR TWO
FAMILY RIGHT OF WAY AT & T FIBER OPTIC CABLE $23342.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC 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.
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: 5/17/2022
PERMIT NUMBER
ROW22-0014
ISSUED: 5/17/2022
EXPIRES: 8/15/2022
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 ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
6 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
8 PUBLIC WORKS DEBRIS INFORMATIONAL
Notes:
Roadway must be kept free of debris, mud, dirt, etc. during and after project by Contractor. All holes that have been dug and any property that has been
disturbed must have barriers and flags placed during project by Contractor.
2 of 2Issued Date: 5/17/2022
PERMIT NUMBER
ROW22-0014
ISSUED: 5/17/2022
EXPIRES: 8/15/2022
RIGHT OF WAY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ROW22-0014
ROW22-0014
ATLANTIC BLVD AQUATIC DRATLANTIC CTDR PFP
F 200 AQUATIC1071 ATLANTIC BLVD
VICINITY MAP
N/A
UTILITIES AND 36" COVER.
HORIZONTAL CLEARANCE BETWEEN EXISTING
9) MAINTAIN 18" VERTICAL CLEARANCE, 6'
PRIOR TO BEGINNING CONSTRUCTION.
TO THE PERMIT AGENCY ENGINEERING DEPARTMENT 48 HOURS
8) CONTRACTOR TO PROVIDE A NOTICE OF COMMENCEMENT
FACILITIES AT YOUR EXCAVATION SITE.
INC AT 811 TO REQUEST A LOCATE OF ANY UNDERGROUND
7) CALL SUNSHINE STATE ONE CALL FLORIDA,
UNDERGROUND FACILITIES.
BE USED IN THE 24" TOLERANCE ZONE TO EXPOSE
SOFT, SOFT DIGGING, VACUUM EXCAVATION ETC.
IT IS RECOMMENDED THAT AND DIGGING,
MAINTAINED FOLLOWING STANDARDS.
6) ALL TRENCHES WILL BE OPENED AND
OR BETTER.
5) RESTORE ALL EXCAVATIONS TO ORIGINAL
4) CALL FOR INSPECTIONS.
TO WORK OPERATIONS.
VERIFICATION OF EXACT LOCATION PRIOR
SEE OWNERS & CONTRACTORS FOR
INFORMATION AND APPROXIMATE ONLY.
NON-TELEPHONE) ARE TO BEST
3) UTILITY LOCATIONS (TELEPHONE AND
2) RESTORATION PER CITY STANDARDS
AS NEEDED FOR BORE AND CORE
1) SIDEWALK TO BE REMOVED AND REPLACED
CONSTRUCTION NOTES:
MAINTENANCE OF TRAFFIC PLANS INCLUDED WITH DRAWINGS
ALONG AQUATIC DR AND ATLANTIC CT
102-603,102-660
102-601,102-602,
FDOT M.O.T.
WORKERS WILL UTILIZE
MAINTENENCE OF TRAFFIC
PERMIT TO PLACE FIBER-OPTIC CABLE IN THE RIGHT OF WAY OF
TO THIS PERMIT REQUEST.
REGARDING THESE FIELD CONDITIONS AND/OR CORRECTIONS
SHOULD BE THE FIRST POINT OF CONTACT WITH QUESTIONS
WORK TO BE PERFORMED ON THIS PERMIT REQUEST, AND
WHO HAS DETAILED FIELD KNOWLEDGE OF THE PROPOSED
THE BELOW INFORMATION IS THE ORIGINAL DRAFT PERSON
NOTE TO PERMITTING AGENCY:
NOTE: OTHER CABLES OMITTED FOR CLARITY
Description
BST POLE
POWER POLE
ANCHOR & GUY
PUSH BRACE
Proposed Existing
PIPE/CONDUIT
ENCLOSURE
MANHOLE
SYMBOL LEGEND
CUT PAVEMENT
SPLICING PIT
BORE
N/A
N/A
N/A
CABLE MARKER
N/A200'@ÒÊÌÔÓ TRENCH LEN@DEPTH
AERIAL CABLE
AERIAL SVC WIRE
BUR JOINT-TRENCH
BURIED CABLE
BURIED SVC WIRE
JOINT-TRENCH SVC
ENCLOSURE
811
DIAL
TWO FULL BUS. DAYS BEFORE YOU DIG
CALL BEFORE YOU DIG
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
CITY OF JACKSONVILLE NOTES:
ON WEEKDAYS.
BE NO LANE CLOSURES BETWEEN 7:00AM AND 9:00AM AND BETWEEN 4:00PM AND 7:00PM
STREETS AND 9:00AM TO 4:00PM ON COLLECTOR OR ARTERIAL STREETS. THERE SHALL
7. THE PROJECT WORK HOURS SHALL BE BETWEEN 7:00AM AND 7:00PM ON RESIDENTIAL
IN CONFLICT WITH THE TRAFFIC CONTROL DURING CONSTRUCTION OPERATIONS.
FOR WORK ZONE TRAFFIC CONTROL. THE CONTRACTOR SHALL COVER OR REMOVE ALL SIGNING
8. THE CONTRACTOR SHALL CONFIRM THAT EXISTING SIGNAGE WILL NOT POSE A CONFLICT
THROUGHOUT CONSTRUCTION.
4. ACCESS TO SIDE STREETS, PRIVATE AND COMMERICAL DRIVEWAYS SHALL BE MAINTAINED
DAYS PRIOR TO IMPLEMENTATION OF MOT.
6. NOTIFY THE TRAFFIC ENGINEERING DIVISION (904-255-7533) A MINIMUM OF 5 WORKING
1. LOCATE ALL UTILITIES / FACILITIES PRIOR TO START OF CONSTRUCTION.
2. CURRENT A.D.A STANDARDS SHALL BE UPHELD AT ALL TIMES.
10. THIS REVIEW IS FOR CITY OF JACKSONVILLE MAINTAINED RIGHT OF WAY ONLY.
(6') BEYOND EACH EDGE OF PAVEMENT (DRIVEWAYS INCLUDED).
5. ALL CASINGS (HDPE) / DIRECTION BORES SHALL EXTEND A MINIMUM OF SIX FEET
THROUGHOUT CONSTRUCTION.
9. ACCESS TO SIDE STREETS, PRIVATE AND COMMERCIAL DRIVEWAYS SHALL BE MAINTAINED
OF THE CONSTRUCTION SITE.
3. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL ADJACENT PROPERTY IN THE VICINITY
CITY OF ATLANTIC BEACH
904-587-9251
LANCE CORBETT
N/A
MECHANICAL TRENCH AND BORE AT 36" MIN DEPTH
AND ATLANTIC CT VIA
IN CITY RIGHT OF WAY ALONG AQUATIC DR
PLACE 699' NEW FIBER-OPTIC CABLE
SCOPE OF WORK:
Dwg.of 51
A02BJE4
Exchange:
Designer:
904-325-5823
JCBHFLMA
PROSSER, JEFFREY A
Phone:
Authorization:
ATLANTIC BEACH
AQUATIC DR
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
BOCBOCBOCBOCROWROWROWROW5' S/W5' S/WAQUATIC DRIVE38' D/WHOUSE F 200 AQUATIC DR
AT&T PFP18'
10'
5'
46'
4'
1'
00+00 00+18
01+07
01+44
01+68HOUSE2'R/WR/WBOCBOC61'
46'10'
2'
36"
B B
min.min.
24'EOPEOPTYPICAL BORE DETAIL
30"min.48"
min.
30"min.
6' 6'
5'
LOOKING S
AQUATIC DR
ATT PROPOSED AT 36" MIN DEPTH
BORE 6" BACK REAMER
PLACED VIA MECHANICAL
20' HDPE 4" FLEX PIPE
AT 36" MIN DEPTH
BORE 6" BACK REAMER
PLACED VIA MECHANICAL
61' HDPE 4" FLEX PIPE
8'
USE 6" BACK REAMER
ALL DIRECTIONAL BORES
20
LIMIT
SPEED
AND 30" MIN DEPTH
VIA MECHANICAL TRENCH
FIBER CABLE PLACED
61'
See Dwg #3
Dwg.of 52
A02BJE4
Exchange:
Designer:
904-325-5823
JCBHFLMA
PROSSER, JEFFREY A
Phone:
Authorization:
ATLANTIC BEACH
AQUATIC DR
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
5' S/W5' S/WAQUATIC DRIVEPARKINGHOUSEHOUSE28' D/W BOCBOCBOC2'
04+62
04+90
12'
46'
5'
B B
min.min.
24'EOPEOPTYPICAL BORE DETAIL
30"min.48"
min.
30"min.
6' 6'
8'
AT 36" MIN DEPTH
BORE 6" BACK REAMER
PLACED VIA MECHANICAL
34' HDPE 4" FLEX PIPE
USE 6" BACK REAMER
ALL DIRECTIONAL BORES
R/WR/WBOCBOC61'
46'10'
2'
24"
5'
LOOKING S
AQUATIC DR
ATT PROPOSED20
LIMIT
SPEED
See Dwg #2
See Dwg #4
Dwg.of 53
A02BJE4
Exchange:
Designer:
904-325-5823
JCBHFLMA
PROSSER, JEFFREY A
Phone:
Authorization:
ATLANTIC BEACH
AQUATIC DR
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
14'
23'
10'
4'
12'ATLANTIC CT24' D/W
20' D/W
ATT S1061
10+20
10+42
10+93
11+13
11+29
6'
B B
min.min.
24'EOPEOPTYPICAL BORE DETAIL
30"min.48"
min.
30"min.
6' 6'
AT 36" MIN DEPTH
BORE 6" BACK REAMER
PLACED VIA MECHANICAL
20' HDPE 4" FLEX PIPE
AT 36" MIN DEPTH
BORE 6" BACK REAMER
PLACED VIA MECHANICAL
20' HDPE 4" FLEX PIPE
USE 6" BACK REAMER
ALL DIRECTIONAL BORES
8'
10
LIMIT
SPEED
AND 30" MIN DEPTH
VIA MECHANICAL TRENCH
FIBER CABLE PLACED R/WR/WBOCBOC47'
23'10'
6'
36"ATT PROPOSED14'
LOOKING N
ATLANTIC CT
See Dwg #3
Dwg.of 54
A02BJE4
Exchange:
Designer:
904-325-5823
JCBHFLMA
PROSSER, JEFFREY A
Phone:
Authorization:
ATLANTIC BEACH
AQUATIC DR
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
N/A
Dwg.of 55
A02BJE4
Exchange:
Designer:
904-325-5823
JCBHFLMA
PROSSER, JEFFREY A
Phone:
Authorization:
ATLANTIC BEACH
AQUATIC DR
ON RIGHT OF WAY OF
PROPOSED TELEPHONE FACILITIES
ATTSE
FLOW RATES (CFS)
>15
>10
>5
<25
<15
<10
<5
Non-Cohesive And
Type IV Heavy
Heavy-Cohesive
Non-Cohesive And
Type III Moderate
>25 <40
250 300
(D-903)
GRAVEL INLET SEDIMENT TRAP
FILTER FABRIC
DROP INLET SEDIMENT TRAP
(D-905)
AT CATCH BASINS
ERECT SEDIMENT BARRIERS
SEDIMENT TRAP (D-905)
SEE DROP INLET
ALL HARD SURFACE DRIVEWAYS TO BE DIRECTIONAL DRILLED.
FROM EDGE OF PAVEMENT TO BE CROSSED.
BORED MINIMUM 36 INCHES BELOW SURFACE, MINIMUM 5 FT
ALL HARD SURFACE THOROUGHFARES TO BE DIRECTIONAL
LINE AS POSSIBLE.
16.
15.
(D-909)
CONSTRUCTION DETAILS FOR SILT FENCES
(TYPICAL)
INSTALLED STRAW BALE
ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO R.O.W.
REMOVED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION.
WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL BE
WHICH ARE LOCATED IN THE R.O.W., SHALL BE PROTECTED
SUCH AS INLETS NEAR CURBS OR DROP INLET ON ROADWAY
WHEN CONSTRUCTING IN CITY LIMITS, ALL ROADWAY DRAINS
UPON COMPLETION CONSTRUCTION IMMEDIATELY.
SEEDS, AND SEDIMENT CONTROL FENCE SHOULD BE REMOVED
ANY DISTURBED AREA WILL BE RE-SEEDED WITH NATIVE GRASS
CONDITION.
AND THE AFFECTED AREAS RETURNED TO THEIR PRE-EXISTING
14.
13.
12.(D-911)
INTO THE TRENCH.
FABRIC AND WIRE
EXTENSION OF
STAKED HAY BALE
CROSS-SECTION OF A PROPERLY
TO PREVENT PIPING
COMPACTED SOIL
LADEN RUNOFF
SEDIMENT
RUNOFF
FILTERED
THAN B
HIGHER
SHOULD BE
POINTS A
IN A DRAINAGE WAY
PROPER PLACEMENT OF A FILTER BARRIER
Very Heavy-Cohesive
FILTER BARRIER CONSTRUCTION DETAIL
ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY
COMPLETION OF CONSTRUCTION.
THEIR ORIGINAL CONTOURS AND STABILIZED IMMEDIATELY UPON
EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO
CONSTRUCTION.
PLACED ON UPLAND AREAS IMMEDIATELY UPON COMPLETION OF
EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND
THE TRENCH.
OF THE TRENCH WILL BE BACK FILLED WITH TOPSOIL FROM
WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES
OTHER SITUATIONS WILL BE APPROVED BY THE ENGINEER.
LOCATED WITHIN 60 FT FROM THE EDGE OF THE R.O.W. ANY
R.O.W.). IF BODY OF WATER OR POTENTIAL WETLAND IS
WITHIN RIGHT-OF-WAY LINE (12 FT AWAY FROM EDGE OF
CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND
INSTALLED AND MAINTAINED FOR THE DURATION OF THE
SEDIMENT CONTROL FENCE (SILT FENCE) SHOULD BE
PRACTICABLE DATE.
WILL BE PERMANENTLY STABILIZED AT THE EARLIEST
DURING CONSTRUCTION, AND ALL EXPOSED SOIL AND FILLS
USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION
11.
10.
9.
8.
7.
B
FLOW
A
(D-910)N.T.S.
Paved Ditch
ELEVATION
PLAN
A
350 400
(D-906)
STAKED AND ENTRENCED
STRAW BALE
8"
EXCAVATED SOIL.
COMPACT THE
4. BACKFILL AND
4"
POSTS
FENCING TO THE
2. STAPLE WIRE
BINDING WIRE
OR TWINE
APPROPRIATE SILTATION AND EROSION CONTROLS WILL BE
PLACED IN WETLANDS.
NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE
AREA REQUIRED TO INSTALL THE FIBER OPTIC SYSTEM ONLY.
CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM
MATS OR LOW GROUND PRESSURE EQUIPMENT USED DURING
HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON
CONTAINED AT ONE SITE AS APPROPRIATE.
OTHER FORCES. THE MATERIAL SHOULD BE COLLECTED AND
IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENT OR
MATERIAL RESULTING FORM EXCAVATION WILL NOT BE PLACED
MINIMUM NECESSARY FOR CONSTRUCTION.
VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE
BE LOCATED PRIOR TO CONSTRUCTION.
CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST
EROSION CONTROL NOTES
6.
5.
4.
3.
2.
1.
TRENCH LINE OF STAKES.
2. EXCAVATE A 4"x4"
EXCAVATED SOIL.
COMPACT THE
4. BACKFILL AND
4"
8" MIN.
CONSTRUCTION OF A FILTER BARRIER
1. SET THE STAKES.
FLOW
THE TRENCH.
AND EXTEND IT INTO
MATERIAL TO STAKES
3. STAPLE FILTER
WATER
WITH SEDIMENT RUNOFF
MIN. DEPTH)
GRAVEL (12"
SEDIMENT FILTER
GRAVEL CURB INLET
SEDIMENT
WITH
WATER
RUNOFF
PREVENT PIPING
COMPACTED SOIL TO
WITH GRATE
DROP INLET
And Moderate-Cohesive
Type II Light Non-Cohesive
SEDIMENT
WITH
WATER
And Light-Cohesive
Type I Very Light non-Cohesive
INLET
CURB
CONCRETE GUTTER
DROP INLET
BARRIERS
SILT FENCES AND PAVED DITCH HAY BALE
HAY BALE BARRIERS, AND TYPE III AND TYPE IV
RECOMMENDED SPACING FOR TYPE I AND TYPE II
FILTER
GRAVELSCREEN
WIRE
CURB INLET
WATER
FILTERED
7
CONCRETE BLOCKWIRE SCREEN
CURB INLET
Hardpans
Clay Sands
Firm Loam
Cohesive
Clays
Non-Cohesive
Silt Loam
Sandy Loam
Gravels
Course Sand
Fine Sand
SOILS
Very Heavy
Heavy
Moderate
Light
4
5
6
Temporary Sod
Consider Use Of
1
2
3
WITH GRATE
FILTERED WATER
Slope (In % )CHART I Spacing (In Feet)
50 100 150 200
N.T.S.
STAKED
SILT FENCES & HAY BALES
SPACING RECOMMENDATION FOR
GRAVEL FILTER
RUNOFF
OVERFLOW
WIRE SCREEN
SEDIMENT
SEDIMENT
WATER WITH
RUNOFF OVERFLOW
SEDIMENT
N.T.S.
CURB INLET
2"x4" WOOD STUD
INLET SEDIMENT FILTER
N.T.S.(D-902)
SPECIFIC APPLICATION
BLOCK & GRAVEL CURB
STRUCTURE.
PONDING IN FRONT OF THE
NECESSARY TO PREVENT EXCESSIVE
WHERE AN OVERFLOW CAPABILITY IS
IS APPLICABLE AT CURB INLETS
THIS METHOD OF INLET PROTECTION
BLOCK & GRAVEL DROP
INLET SEDIMENT FILTER
THE STRUCTURE.
EXCESSIVE PONDING AROUND
NECESSARY TO PREVENT
OVERFLOW CAPACITY IS
EXPECTED AND WHERE AN
WHERE HEAVY FLOWS ARE
PROTECTION IS APPLICABLE
THIS METHOD OF INLET
(D-904)
SPECIFIC APPLICATION
WIRE SCREEN
actual site performance or hydraulic computations.
generalized conditionsand should be adjusted based on
NOTE: Spacings shown in this chart are based on
Very Light
WATER
FILTERED
INTO THE TRENCH.
AND EXTEND IT
THE WIRE FENCE
FILTER FABRIC TO
3. ATTACH THE
STAKESBURLAP FABRIC
WATER
FILTERED
BURLAP FABRIC
BURIED
WITH SEDIMENT
RUNOFF WATER
WITH 2 STAKES PER BALE
STRAW BALES STAKED
12"
WIRE MESH WITH
FILTER WATER
FILTER FABRIC
RUNOFF WATER
GRAVEL FILTER
SEDIMENT
SPECIFIC APPLICATION
UNPROTECTED AREAS.
DAMAGE TO ADJACENT STRUCTURES AND
NOT LIKELY TO CAUSE INCONVENIENCE OR
PONDING IN FRONT OF THE STRUCTURE IS
APPLICABLE AT CURB INLETS WHERE
THIS METHOD OF INLET PROTECTION IS
WIRE MESH WITH
FILTER FABRIC
WATER
FILTERED
SEDIMENT
18" MIN.
SPECIFIC APPLICATION
GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER
UNPROTECTED AREAS.
ADJACENT STRUCTURES AND
INCONVENIENCE OR DAMAGE TO
STRUCTURE MIGHT CAUSE EXCESSIVE
NOT WHERE PONDING AROUND THE
TRATED FLOWS ARE EXPECTED, BUT
APPLICABLE WHERE HEAVY CONCEN-
THIS METHOD OF INLET PROTECTION IS
FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS.
SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED
FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD
GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND
THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
SPECIFIC APPLICATION
FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED
FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD
GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND
THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
FABRIC SEDIMENT FILTER
HAY BALE SEDIMENT FILTER
SPECIFIC APPLICATION
STRAW BALE
POSTS
ALONG THE LINE OF
TRENCH UPSLOPE
EXCAVATE A 4"x4"
1. SET POSTS AND