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CONTACT
8807 County Road 56Utopia, ONL0M 1T0
!%
3374 Rideau RoadOttawa, ONK1G 3N4
!%
299 Brock Road SouthPuslinch, ONN0B 2J0
!%
330 Rodinea Rd #1Maple, ONL6A 4P5
!%
IFC• Eliminates Inflow and Infiltration
• Minimizes Road Deterioration
• 200% Longer Life Cycle
• 220% Stonger Ductile Iron Frame
• Increases Sewer Capacity and Ground Water Recharge
• Substantial Cost Savings
www.ifcmhsystem.comwww.ifcmhsystem.com
INTEGRATEDFRAME &COVERSYSTEM
• Minimizes Road Deterioration• Minimizes Road Deterioration915 • Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration632 • Minimizes Road Deterioration624 576
C
CCC675
CCC646
C
185
• 200% Longer Life Cycle
185
• 200% Longer Life Cycle
20
• 200% Longer Life Cycle
20
• 200% Longer Life Cycle
C• Increases Sewer Capacity and Ground Water RechargeCSECTION A-A
C• Increases Sewer Capacity and Ground Water RechargeC3
• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration
C• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration
C• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• Increases Sewer Capacity and Ground Water RechargeCC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• Increases Sewer Capacity and Ground Water RechargeCCC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration
C• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle
C3
CC3
C• Minimizes Road Deterioration3• Minimizes Road Deterioration
C3
CC• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
FF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFII• Increases Sewer Capacity and Ground Water RechargeIII• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFIFF• Increases Sewer Capacity and Ground Water RechargeFII• Increases Sewer Capacity and Ground Water RechargeIFA
FIA
IIBIB
I• 220% Stonger Ductile Iron Frame
I• Increases Sewer Capacity and Ground Water RechargeI• Increases Sewer Capacity and Ground Water RechargeF• Increases Sewer Capacity and Ground Water RechargeF• Increases Sewer Capacity and Ground Water RechargeI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• 220% Stonger Ductile Iron Frame
FFI• 220% Stonger Ductile Iron Frame
F• 220% Stonger Ductile Iron Frame
F• 220% Stonger Ductile Iron Frame
I• 220% Stonger Ductile Iron Frame
IFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFIF• 220% Stonger Ductile Iron Frame
I• 220% Stonger Ductile Iron Frame
IF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFFF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFFF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFF• 220% Stonger Ductile Iron Frame
WE GUARANTEEOUR PRODUCT!
integratedMONOLITHIC STRUCTURE, ELIMINATES
INFLOW & INFILTRATION
INTEGRATEDFRAME & COVERSYSTEM
MAINTENANCE HOLE DESIGN FOR STORM & SANITARY SEWERSHASN’T CHANGED IN MORE THAN FIFTY YEARS. NOW IT HAS.
Maintenance hole design for storm & sanitary sewers hasn’t changed in
more than fifty years. Grade rings have replaced bricks to make it slightly
easier to bring maintenance holes to road grade but overall the system
still does not work or last. Constant rehabilitation is necessary.
No proposed solution to date has
solved the problem.
Why? Because in none of these
solutions has the top of the
maintenance hole actually
been redesigned as a
complete system.
NOW IT HAS.
No proposed solution to date has
Because in none of these
LEADINGINFRASTRUCTURESOLUTIONS
INTEGRATEDFRAME& COVERSYSTEM
integratedMONOLITHIC STRUCTURE, ELIMINATES
INFLOW & INFILTRATION
INTEGRATEDFRAME & COVERSYSTEM
MAINTENANCE HOLE DESIGN FOR STORM & SANITARY SEWERSHASN’T CHANGED IN MORE THAN FIFTY YEARS. NOW IT HAS.
Maintenance hole design for storm & sanitary sewers hasn’t changed in
more than fifty years. Grade rings have replaced bricks to make it slightly
easier to bring maintenance holes to road grade but overall the system
still does not work or last. Constant rehabilitation is necessary.
No proposed solution to date has
solved the problem.
Why? Because in none of these
solutions has the top of the
maintenance hole actually
been redesigned as a
complete system.
NOW IT HAS.
No proposed solution to date has
Because in none of these
LEADINGINFRASTRUCTURESOLUTIONS
INTEGRATEDFRAME& COVERSYSTEM
frame & cover
THEPROBLEM
THESOLUTION
• Deteriorated road surface around maintenance holes and catch basins
• Inflow of water to storm & sanitary maintenance holes
• Constant road repairs
UNDERNEATH THE ROAD
• Cities and Municipalities paying for unnecessary water treatment, limits growth for the area
• Angle is being set by using broken pieces of concrete, stone & wood
• Grade rings held together by butyl mastic, often shift
• Deterioration due to freeze-thaw and traffic loading
• Unwanted water enters the storm & sanitary sewer system
• Adjustment unit sits inside the IFC tapered top
• Adjusted for height and angle of asphalt
• Engineered grout is poured and allowed to set
STANDARD COVER• Frame accepts standard OPS covers
TELESCOPIC FRAME
• No disturbance of compacted granular base
• No cutting or disturbance of base asphalt
• Easily lifts for final asphalting or road resurfacing
SOLID CONCRETE STRUCTURE BELOWROAD SURFACE
• No joints for frost to penetrate and crack
• Able to withstand repeated traffic loads
• Mitigates inflow & infiltration to storm & sanitary systems
ENGINEERED HIGH PERFORMANCE GROUT
• Pre-mixed to specification
• Grout strength is greater than or equal to precast concrete strength
• Easy to inspect
NO MORE GRADE RINGS
frame & coverINGS
frame & cover
THEPROBLEM
THESOLUTION
• Deteriorated road surface around maintenance holes and catch basins
• Inflow of water to storm & sanitary maintenance holes
• Constant road repairs
UNDERNEATH THE ROAD
• Cities and Municipalities paying for unnecessary water treatment, limits growth for the area
• Angle is being set by using broken pieces of concrete, stone & wood
• Grade rings held together by butyl mastic, often shift
• Deterioration due to freeze-thaw and traffic loading
• Unwanted water enters the storm & sanitary sewer system
• Adjustment unit sits inside the IFC tapered top
• Adjusted for height and angle of asphalt
• Engineered grout is poured and allowed to set
STANDARD COVER• Frame accepts standard OPS covers
TELESCOPIC FRAME
• No disturbance of compacted granular base
• No cutting or disturbance of base asphalt
• Easily lifts for final asphalting or road resurfacing
SOLID CONCRETE STRUCTURE BELOWROAD SURFACE
• No joints for frost to penetrate and crack
• Able to withstand repeated traffic loads
• Mitigates inflow & infiltration to storm & sanitary systems
ENGINEERED HIGH PERFORMANCE GROUT
• Pre-mixed to specification
• Grout strength is greater than or equal to precast concrete strength
• Easy to inspect
NO MORE GRADE RINGS
frame & coverINGS
Place the precast concrete adjustment unit withinthe tapered top on the shims, confirm adjustment unit is sitting at correct height and slope
Select the appropriate number and combinationof shims to allow for the adjustment unit to be at grade at the correct cross slope
MEASURE, SELECTADJUSTMENT UNIT4
Measure the distance from inside the grouting bell of the tapered top to grade. Select the appropriate adjustment unit size (100-550mm, 50mm increments), shims allow for fine tuning
NO MORE GRADE RINGSINGS
installation
UNDERGROUNDCONSTRUCTION1
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
Lower sections up to the tapered top are the same as the conventional maintenance hole (MH) design
IFCTAPERED TOP2
IFC tapered top is enhanced to have a grouting bell on the top side, a precast concrete adjustment unit fits inside the bell
EXCAVATION3
Once the road is constructed, you excavate down to the tapered top and remove the steel plate
PLACEMENT OFADJUSTMENT UNIT6FINE TUNING
WITH SHIMS5
Place the precast concrete adjustment unit withinthe tapered top on the shims, confirm adjustment unit is sitting at correct height and slope
Select the appropriate number and combinationof shims to allow for the adjustment unit to be at grade at the correct cross slope
MEASURE, SELECTADJUSTMENT UNIT4
Measure the distance from inside the grouting bell of the tapered top to grade. Select the appropriate adjustment unit size (100-550mm, 50mm increments), shims allow for fine tuning
NO MORE GRADE RINGSINGS
installation
UNDERGROUNDCONSTRUCTION1
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
Lower sections up to the tapered top are the same as the conventional maintenance hole (MH) design
IFCTAPERED TOP2
IFC tapered top is enhanced to have a grouting bell on the top side, a precast concrete adjustment unit fits inside the bell
EXCAVATION3
Once the road is constructed, you excavate down to the tapered top and remove the steel plate
PLACEMENT OFADJUSTMENT UNIT6FINE TUNING
WITH SHIMS5
installation
BACKFILL ANDCOMPACT12
Reinstate the surrounding road sub-base granularmaterial and compact
FRAME & COVERINSTALLED11GROUT SETTING10
When the grout has set (approximately 25-30 minutes), deflate and remove the inflatable formfrom the adjustment unit
Set the IFC frame and standard cover into the adjustment unit
NO MORE GRADE RINGSINGS
INFLATABLEFORM7
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
GROUTPREPARATION8
Mix 4L of water in
with the 25kg bag of
King In-Pakt Precision
FS Grout for 2 minutes
minimum, stop only
when material has
obtained a consistent
homogeneous mix.
Keep grout mix well
agitated until poured
GROUT ADJUSTMENTUNIT IN PLACE9
Pour the fast setting grout in the space between the outside of the adjustment unit and the inside of the tapered top grouting bell. Repeat steps 8 and 9 until the grout is above the grooves within the adjustment unit
Insert and inflate the inflatable form to 10psi. This form maintains a water-tight seal between the adjustment unit and the tapered top
installation
BACKFILL ANDCOMPACT12
Reinstate the surrounding road sub-base granularmaterial and compact
FRAME & COVERINSTALLED11GROUT SETTING10
When the grout has set (approximately 25-30 minutes), deflate and remove the inflatable formfrom the adjustment unit
Set the IFC frame and standard cover into the adjustment unit
NO MORE GRADE RINGSINGS
INFLATABLEFORM7
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
GROUTPREPARATION8
Mix 4L of water in
with the 25kg bag of
King In-Pakt Precision
FS Grout for 2 minutes
minimum, stop only
when material has
obtained a consistent
homogeneous mix.
Keep grout mix well
agitated until poured
GROUT ADJUSTMENTUNIT IN PLACE9
Pour the fast setting grout in the space between the outside of the adjustment unit and the inside of the tapered top grouting bell. Repeat steps 8 and 9 until the grout is above the grooves within the adjustment unit
Insert and inflate the inflatable form to 10psi. This form maintains a water-tight seal between the adjustment unit and the tapered top
NO MORE GRADE RINGSINGS
Use a pick axe to free
the frame from the
asphalt, if available a
jackhammer can be
used to notch the
asphalt to make lifting
the frame easier.
Coat the frame and
cover with a releasing
agent and spread
asphalt over the
entire road surface
ASPHALT UNDERFRAME FLANGE17 FINAL ASPHALT
COMPACTION18
Locate the MHs, sweep asphalt off and insert asphalt between the frame and adjustment unit top surface
FINAL ASPHALTPREP & SPREADING16
installationono
BASE ASPHALTPREP & SPREADING13
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
Coat the frame and cover with a releasing agentand spread asphalt over the entire road surface
ASPHALT UNDERFRAME FLANGE14
Locate the MHs, sweep asphalt off and insert asphalt (50 mm minimum) between the frame and adjustment unit
BASE ASPHALTCOMPACTION15
Roller drives directly over the frame and cover, compacts the asphalt betweenthe frame and adjustment unit along with the asphalt on the rest of the roadsurface, make sure the frame is level/embedded in road with no movement
Roller drives directly over the frame and cover, compacts the asphalt between the frame and adjustment unit along with the asphalt on the rest of the road surface, make sure the frame is level/embedded in road with no movement
NO MORE GRADE RINGSINGS
Use a pick axe to free
the frame from the
asphalt, if available a
jackhammer can be
used to notch the
asphalt to make lifting
the frame easier.
Coat the frame and
cover with a releasing
agent and spread
asphalt over the
entire road surface
ASPHALT UNDERFRAME FLANGE17 FINAL ASPHALT
COMPACTION18
Locate the MHs, sweep asphalt off and insert asphalt between the frame and adjustment unit top surface
FINAL ASPHALTPREP & SPREADING16
installationono
BASE ASPHALTPREP & SPREADING13
Maintenance hole design for storm and sanitary sewers hasn’t changed in more than fifty years. Now it has.
Coat the frame and cover with a releasing agentand spread asphalt over the entire road surface
ASPHALT UNDERFRAME FLANGE14
Locate the MHs, sweep asphalt off and insert asphalt (50 mm minimum) between the frame and adjustment unit
BASE ASPHALTCOMPACTION15
Roller drives directly over the frame and cover, compacts the asphalt betweenthe frame and adjustment unit along with the asphalt on the rest of the roadsurface, make sure the frame is level/embedded in road with no movement
Roller drives directly over the frame and cover, compacts the asphalt between the frame and adjustment unit along with the asphalt on the rest of the road surface, make sure the frame is level/embedded in road with no movement
IFCFEATURES
A SOLID, ROBUST, IMPENETRABLE MAINTENANCE HOLE SYSTEM THATLASTS MUCH LONGER THAN CONVENTIONAL INSTALLATIONS
IFC TRAINING& CERTIFICATIONPROGRAM
A SOLID, ROBUST, IMPENETRABLE MAINTENANCE HOLE SYSTEM THATLASTS MUCH LONGER THAN CONVENTIONAL INSTALLATIONS
By switching to the IFC MH System, inflow and infiltration and road maintenanceare greatly reduced which leads to growth for the area and substantial cost savings
• No more weak grade rings
• Prevents inflow & infiltration
• High strength engineered grout
• Quick and easy installation and adjustment
• Substantial road maintenance cost reduction
• Able to withstand repeated traffic loads
• Frame accepts standard OPS covers
THE ROAD AUTHORITY (TRA)
THIS PRODUCT HAS RECEIVED AN “ACCEPTED FOR USE” CLASSIFICATION FROM THE ROAD AUTHORITY (TRA), PRODUCTS MANAGEMENT COMMITTEE (PMC).
Contact us today to set up a date for your traing & certificationprogram. Contact details are on the back page of this brochure
IFCFEATURES
A SOLID, ROBUST, IMPENETRABLE MAINTENANCE HOLE SYSTEM THATLASTS MUCH LONGER THAN CONVENTIONAL INSTALLATIONS
IFC TRAINING& CERTIFICATIONPROGRAM
A SOLID, ROBUST, IMPENETRABLE MAINTENANCE HOLE SYSTEM THATLASTS MUCH LONGER THAN CONVENTIONAL INSTALLATIONS
By switching to the IFC MH System, inflow and infiltration and road maintenanceare greatly reduced which leads to growth for the area and substantial cost savings
• No more weak grade rings
• Prevents inflow & infiltration
• High strength engineered grout
• Quick and easy installation and adjustment
• Substantial road maintenance cost reduction
• Able to withstand repeated traffic loads
• Frame accepts standard OPS covers
THE ROAD AUTHORITY (TRA)
THIS PRODUCT HAS RECEIVED AN “ACCEPTED FOR USE” CLASSIFICATION FROM THE ROAD AUTHORITY (TRA), PRODUCTS MANAGEMENT COMMITTEE (PMC).
Contact us today to set up a date for your traing & certificationprogram. Contact details are on the back page of this brochure
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PROJECT UPDATES
PROJECT UPDATES
AURORA REHABPILOT PROJECT (2 MHs)1
LOCATIONINSTALLED
Aurora, Ontario2014
NASHVILLE HEIGHTS(250+ MHs)2
LOCATIONINSTALLED
Vaughan, Ontario2014-2018
AURORA NORTHEAST2C LANDS (184 MHs)3
LOCATIONINSTALLED
Aurora, Ontario2014-2018
PARKVIEW HEIGHTS(15 MHs)4
LOCATIONINSTALLED
Bradford, Ontario2015
DANA COURT REHAB(1 MH)5
LOCATIONINSTALLED
Brampton, Ontario2015
VAUGHAN REHAB PILOTPROJECT (2 MHs)6
LOCATIONINSTALLED
Vaughan, Ontario2016
2014.08.18 2014.09.03 2018.07.11 2015.07.03 2015.07.03
2017.11.25
2018.06.01
2014.07.11 2015.08.21 2018.07.11 2014.06.10Before IFC Rehab
Before IFC Rehab
2019.01.24
2016.09.212015.05.25 2016.10.31 2018.01.10 2016.09.21 2018.07.11
Before IFC Rehab
PROJECT UPDATES
PROJECT UPDATES
AURORA REHABPILOT PROJECT (2 MHs)1
LOCATIONINSTALLED
Aurora, Ontario2014
NASHVILLE HEIGHTS(250+ MHs)2
LOCATIONINSTALLED
Vaughan, Ontario2014-2018
AURORA NORTHEAST2C LANDS (184 MHs)3
LOCATIONINSTALLED
Aurora, Ontario2014-2018
PARKVIEW HEIGHTS(15 MHs)4
LOCATIONINSTALLED
Bradford, Ontario2015
DANA COURT REHAB(1 MH)5
LOCATIONINSTALLED
Brampton, Ontario2015
VAUGHAN REHAB PILOTPROJECT (2 MHs)6
LOCATIONINSTALLED
Vaughan, Ontario2016
2014.08.18 2014.09.03 2018.07.11 2015.07.03 2015.07.03
2017.11.25
2018.06.01
2014.07.11 2015.08.21 2018.07.11 2014.06.10Before IFC Rehab
Before IFC Rehab
2019.01.24
2016.09.212015.05.25 2016.10.31 2018.01.10 2016.09.21 2018.07.11
Before IFC Rehab
CONTACT
8807 County Road 56Utopia, ONL0M 1T0
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3374 Rideau RoadOttawa, ONK1G 3N4
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299 Brock Road SouthPuslinch, ONN0B 2J0
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330 Rodinea Rd #1Maple, ONL6A 4P5
!%
IFC• Eliminates Inflow and Infiltration
• Minimizes Road Deterioration
• 200% Longer Life Cycle
• 220% Stonger Ductile Iron Frame
• Increases Sewer Capacity and Ground Water Recharge
• Substantial Cost Savings
www.ifcmhsystem.comwww.ifcmhsystem.com
INTEGRATEDFRAME& COVERSYSTEM
• Minimizes Road Deterioration• Minimizes Road Deterioration915 • Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration632 • Minimizes Road Deterioration624 576
C
CCC675
CCC646
C 1
85 • 200% Longer Life Cycle
185
• 200% Longer Life Cycle
20
• 200% Longer Life Cycle
20
• 200% Longer Life Cycle
C• Increases Sewer Capacity and Ground Water RechargeCSECTION A-A
C• Increases Sewer Capacity and Ground Water RechargeC3
• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration
C• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration• Minimizes Road Deterioration
C• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• Increases Sewer Capacity and Ground Water RechargeCC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• Increases Sewer Capacity and Ground Water RechargeCCC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• 220% Stonger Ductile Iron Frame
C• 220% Stonger Ductile Iron Frame
CC• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
• Minimizes Road Deterioration
C• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle
C3
CC3
C• Minimizes Road Deterioration3• Minimizes Road Deterioration
C3
CC• Minimizes Road Deterioration
• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle• 200% Longer Life Cycle
FF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFII• Increases Sewer Capacity and Ground Water RechargeIII• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFIFF• Increases Sewer Capacity and Ground Water RechargeFII• Increases Sewer Capacity and Ground Water RechargeIFA
FIA
IIBIB
I• 220% Stonger Ductile Iron Frame
I• Increases Sewer Capacity and Ground Water RechargeI• Increases Sewer Capacity and Ground Water RechargeF• Increases Sewer Capacity and Ground Water RechargeF• Increases Sewer Capacity and Ground Water RechargeI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFFFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• 220% Stonger Ductile Iron Frame
FFI• 220% Stonger Ductile Iron Frame
F• 220% Stonger Ductile Iron Frame
F• 220% Stonger Ductile Iron Frame
I• 220% Stonger Ductile Iron Frame
IFI• Increases Sewer Capacity and Ground Water RechargeIF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFIF• 220% Stonger Ductile Iron Frame
I• 220% Stonger Ductile Iron Frame
IF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFFF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFF• Substantial Cost SavingsFFF• 220% Stonger Ductile Iron Frame
FFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFFF• Increases Sewer Capacity and Ground Water RechargeFF• 220% Stonger Ductile Iron Frame
TYPE ACLOSED COVER
624
114 49
6
24
15
61
2020.04.07