Engineering Design Guidelines

Documents available:

Appendix A - Fill & Topsoil Disturbance By-law

Appendix B - ESC Notes

Appendix C - Fence By-law 

Appendix D - Noise By-law

Appendix E - Tree Protection By-law

Appendix F - Boulevard Tree Planting Program Standards

Appendix G - TRCA Planting Guidelines

Appendix H - Lot Grading Certificate

Appendix I - Lot Grading Scheme
Please contact Engineering Services to request a copy of these drawing files:

  • Figure 1 - Design Scheme Rear to Front Drainage Frontsplit
  • Figure 2 - Design Scheme Rear to Front Drainage
  • Figure 3 - Design Scheme Split Drainage Walkout
  • Figure 4 - Design Scheme Split Drainage

Appendix J - Fire Services Development Design Guidelines

Standard Drawings

P-700 - Typical Cross Section, 20.0m Road Allowance, 8.5m Pavement

P-701 - Typical Cross Section, 20.0m Road Allowance, 9.75m Pavement

P-702 - Typical Cross Section, 22.0m Road Allowance, 11.0m Pavement

P-703 - Typical Cross Section, 27.0m Road Allowance, 13.5m Pavement

P-704 - Typical Cross Section, 18.5m Road Allowance, 8.5m Pavement

P-705 - Typical Cross Section, 18.0m Road Allowance, 8.0m Pavement

P-706 - Typical Road Section (Rural)

P-710 - Temporary Turning Circle for Residential Streets

P-711 - Typical Residential Cul-de-Sac

P-720 - Surface Pavement Joint Treatment

P-721 - Joint Use Trench Detail Utilities (Bell, CATV, Gas, Hydro)

 

The following are to be used within the Duffin Heights Community

P-730 DH - Typical Cross Section, 8.5m Public Laneway, 6.5m Pavement

P-731 DH - Typical Cross Section, 15.5m Road Allowance, 8.5m Pavement

P-732 DH - Typical Cross Section, 16.0m Road Allowance, 8.5m Pavement

P-733 DH - Typical Cross Section, 17.0m Road Allowance, 8.5m Pavement

P-734 DH - Typical Cross Section, 22.0m Road Allowance, 11.0m Pavement

 

The following are to be used within the Seaton Community

P-740 SE - Typical Cross Section, 8.5m Public Laneway, 6.5m Pavement

P-741 SE - Typical Cross Section, 10.0m Rear Lane, 7.0m Pavement

P-742 SE - Typical Cross Section, 10.0m Slip Lane, 6.5m Pavement

P-743 SE - Typical Cross Section, 12.85m Road Allowance, 6.5m Pavement

P-744 SE - Typical Cross Section, 15.35m Road Allowance, 8.5m Pavement

P-745 SE - Typical Cross Section, 15.5m Road Allowance, 8.5m Pavement

P-746 SE - Typical Cross Section, 17.0m Road Allowance, 8.5m Pavement

P-747 SE - Typical Cross Section, 20.0m Road Allowance, 9.75m Pavement

P-748 SE - Typical Cross Section, 21.5m Road Allowance, 12.5m Pavement

P-749 SE - Typical Cross Section, 24.0m Road Allowance, 15.0m Pavement

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