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  1. THE EXISTING PAVEMENT SHALL BE REMOVED OVER A MINIMUM OF 300 mm FROM THE LIMIT OF UNDERMINING NOTES: 300 MIN UNSHRINKABLE BACKFILL SERVICE OR …

  2. D) FOR PAVEMENT PATCHING DIMENSIONS, REFER TO UTILITY CUT REPAIR GUIDELINES. ALL CONCRETE PAVEMENTS THAT ARE 200 mm THICK OR MORE AND …

  3. T-508.010-1 Anchored Hook Bolt Dowel and Concrete Repair T-509.010-1 Composite Pavement Patching for Utility Cuts (Sheet 1 of 2) City of Toronto Publications MCR Municipal Consent …

  4. Construction Specifications and Drawings for Road Works

    TS 3.10 Construction Specification for Asphalt Heater Scarifying Sep 2017 TS 3.15 Construction Specification for Cold Milling of Asphalt Pavement Apr 2014 TS 3.17 Construction …

  5. Pavement Design and Rehabilitation Guideline - City of Toronto

    Acknowledgments This Pavement Design and Rehabilitation Guideline demonstrates the talents and dedication of the City staff from various Divisions and Units. We would like to thank the …

  6. Hot Mix Patching means a hot mix surface course placed over segments of distressed pavement generally for the purpose of improving strength, ride ability or safety.

  7. TS 3.45.07.03 Joints The outer edges of the repair, except for those abutting curb or gutter shall be considered dowelled contraction joints. Any edge formed by staging shall be considered as …

  8. TS 3.90.06.01 Minor Cracks Equipment for minor crack repair of asphalt and concrete pavement shall be according to OPSS 341, except that for concrete pavement repairs the router shall be …

  9. City of Toronto Standard Drawings T-508.010-1 Anchored Hook Bolt Dowel and Concrete Repair T-509.010-1 Composite Pavement Patching for Utility Cuts (Sheet 1 of 2) City of Toronto …

  10. Utility Cut Repair Guidelines Transportation Operational Planning and Policy Unit (OP&P)