Design Guidelines - Grass

Suregreen PP40 Design Guidelines
Permeable Paving Grids with a Grass Finish

All of our design guidelines are written with best practice in mind. It is strongly advised that any questions raised from the guidelines are directed to our technical team.

When PP40 porous pavers are installed correctly to suit site conditions, they should provide source control within a SuDS system (Sustainable Urban Drainage Systems). Drainage must be a consideration when designing a construction profile to ensure that flood alleviation and water run-off is properly considered, particularly where natural infiltration may not be capable of withstanding all eventualities.

Questions to be considered:

a). Does the proposed installation area drain well already?

b). Is there planned to be a slight fall to be built into the design to perhaps aid drainage if aid is needed?

c). Is the drainage capability of the soils the same at the surface and at 200 to 500mm below the surface?

d). Have there been previous issues with drainage on site?

e). Has disposal of any excess water been considered?

f). Are there SUDS requirements to be considered?

We would advise speaking to our technical team regarding any of these questions for further guidance.

  1. If a geogrid is being considered as part of the construction profile, please ensure that at least 25% of the particle size of the sub-base is bigger than the mesh size to ensure good shearing/locking.
  2. Sub-base particle size should not ideally exceed 60mm and should be less than 5% fine material of content of the whole. Please get in touch with us if you are unsure and we'll be happy to help.
  3. Please refer to tables 1 & 2 for guidelines on the depth of sub-base for specific design profiles to suit different site needs. Please note - if a geogrid is omitted, 50% of the depth of sub-base needs to be added to calculated depth with a geogrid. For example, 100mm with geogrid would become 150mm without. For detailed guidance, please contact us.
  4. It is always good practice to confine PP40 plastic pavers on the site edges. This could be as strong as 150 x 150mm concrete kerbs or a simple barrier such as treated timber. The type of vehicles, frequency of traffic and circulation routes should all be considered when choosing the confinement method for PP40 in the design.
  5. PP40 permeable pavers have been designed to work within stated guidelines to a slope of 5% or less. PP40 can be used on steeper slopes in some cases - please enquire to our technical team for guidance.
  6. Ideally, the sub-base should extend out further than the surface area of Suregreen PP40. This is so that lateral pressures caused by the traffic loading does not displace the Suregreen PP40 on the edge. The extension of sub-base outwards should be the same as the depth of the sub-base.
  7. Rootzone 60/40 should be used for the bedding and filling of the cells of the PP40 grass pavers. Please see our Installation Guide for further details regarding the rootzone specification. Using existing soils on-site/reused for excavation are very likely to NOT have any medium to long-term success due to poor nutrition and drainage properties. Mixing soils on site is also not advised. Please feel free to ask us for any technical advice.

Note on drainage

Any sub-base used in the construction profile should be permeable - for example, MOT Type 3. It should be predominantly fine material-free and able to compact well without losing integrity, stability and permeability. MOT type 1 can be used, but drainage channels need to be considered - please see the schematic

For any detail on the specification for design not covered in above please contact our technical team.

Please use the following charts to confirm the sub-base thickness that is required. This is based on vehicle load, the frequency of use and Soil Strength (CBR %).

Table 1 - Typical Sub-Base Thickness using a Geogrid*

Consistency

CBR % (Strength of Subgrade Soil)

Sub-base Thickness


Light Vehicles, Cars, Vans and Overflow Parking

= 1 < 2

260mm

= 2 < 4

135mm

= 4 < 6

100mm

= ≥ 6

100mm

Lorries, Coaches, Fire Engines and Occasional HGV usage

= 1 < 2

380mm

= 2 < 4

190mm

= 4 < 6

120mm

= ≥ 6

100mm

*If a geogrid is not used, sub-base thickness should be increased by 50%

Table 2 - Guidance for estimating sub-grade strengths

 

Consistency

Indicator

Product

Tactile (feel)

Visual

Mechanical (test)

SPT

CBR

%

CU

kN/sqm

 

Very Soft

Hand sample squeezes through fingers

A man standing will sink > 75mm

 

< 2

 

< 1

 

< 25

 

Soft

Easily moulded by finger pressure

A man walking sinks 50 – 70 mm

 

2 - 4

 

Around 1

 

Around 25

 

Medium

Moulded by moderate finger pressure

A man walking sinks 25mm

 

4 - 8

 

1-2

 

25 - 40

 

Firm

Moulded by strong finger pressure

A Utility truck ruts 10-25mm

 

8 - 15

 

2 - 4

 

40 - 75

 

Stiff

Cannot be moulded but can be indented by thumb

Loading construction vehicle ruts 25mm

 

15-30

 

4 - 6

 

75 - 100

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