Line 7: |
Line 7: |
|
| |
|
| '''Key Inspection Points:''' | | '''Key Inspection Points:''' |
| *Granular bedding material is correct size and material (e.g. 5 mm stone) upon arrival to site. For an example of a municipal standard for gradation and material size, refer to [https://www.toronto.ca/wp-content/uploads/2021/08/952c-ecs-specs-gi-specs-TS861Sep2021.pdf Toronto Standard 861]<ref>Toronto, 2021,</ref>. | | *Granular bedding material is correct size and material (e.g. 5 mm stone) upon arrival to site. For an example of a municipal standard for gradation and material size, refer to ([https://www.toronto.ca/wp-content/uploads/2021/08/952c-ecs-specs-gi-specs-TS861Sep2021.pdf City of Toronto, 2021])<ref>City of Toronto. 2021. TS 861 Construction Specifications for Permeable Interlocking Concrete Pavers. https://www.toronto.ca/wp-content/uploads/2021/08/952c-ecs-specs-gi-specs-TS861Sep2021.pdf</ref>. |
| *Bedding depth conforms to design and is uniform across the LID feature. | | *Bedding depth conforms to design and is uniform across the LID feature. |
| *When a 3-metre straightedge is placed on the surface of the bedding material, gaps between the straightedge and bedding surface are not greater than 10 mm at any point. | | *When a 3-metre straightedge is placed on the surface of the bedding material, gaps between the straightedge and bedding surface are not greater than 10 mm at any point. |
Line 16: |
Line 16: |
| *Use of plate vibrators – do not use plate vibrators for levelling, as they can crush the bedding material. Tamping should be performed after the installation of the pavers. | | *Use of plate vibrators – do not use plate vibrators for levelling, as they can crush the bedding material. Tamping should be performed after the installation of the pavers. |
|
| |
|
| For more guidance on materials specifications, refer to [[aggregate]], [[OPSS aggregates]] and OPSS PROV 1010 Aggregates - Base Subbase Select Subgrade, and Backfill Material Standard <ref>[https://www.roadauthority.com/Standards/?id=a28fdfaf-3bf8-4679-81ca-4e44b2263cf8 OPSS PROV 1010 Aggregates - Base Subbase Select Subgrade, and Backfill Material Standard.]</ref> | | For more guidance on materials specifications, refer to [[aggregate]], [[OPSS aggregates]] and ([https://www.roadauthority.com/Standards/?id=a28fdfaf-3bf8-4679-81ca-4e44b2263cf8 Ontario Provincial Standards. 2013 OPSS.PROV.10101 Aggregates - Base, Subbase Select Subgrade, and Backfill Material. Version Apr 2013. https://www.roadauthority.com/Standards/?id=a28fdfaf-3bf8-4679-81ca-4e44b2263cf8</ref> |