01 42 00 / 2000 Reference Specifications |
1.XX |
New specifications added and web link enabled |
01 53 01 / 1535 Temporary Facilities |
1.XX |
House Keeping |
1.9.2 |
Payment for site trailer moved to 01 52 01 – 1.6.1 |
01 55 00 / 1570 Traffic Control, Vehicle Access and Parking |
1.XX |
Expand specification and requirement on proper traffic control and signage |
01 58 01 / 1561 Environmental Protection |
1.XX |
House Keeping |
1.4.1 |
Prohibit burning onsite |
03 30 53 / 3300 Cast-in-Place Concrete Precast Concrete |
1.5.X |
Spit section into two. The former one addresses only CIP work and the latter one addresses only precast work. |
31 05 17 / 2226 Aggregate and Granular Materials |
2.5 |
River Sand Change in gradation |
2.10.2 |
Added a Type 2 Base Gravel (25mm minus) |
2.12 |
Added Pit Fines, Overburden, and Cyclone Sand |
31 23 01 / 2223 Excavating, Trenching and Backfilling |
2.2.2.X |
House Keeping |
31 23 23 / 2236 Controlled Density Fill |
1.X.X |
House Keeping |
31 24 13 / 2224 Roadway Excavation, Embankment & Compaction |
1.X.X |
House Keeping |
2.2.1.4 |
Added River Sand and pit fines as specified materials |
2.2.2 |
|
32 01 17.6 / 2576 Sealing Pavement Cracks for Maintenance Purposes |
1.X |
House Keeping |
32 11 16.1 / 2234 Granular Subbase |
1.X |
House Keeping |
2.1.1.7 |
Added River Sand as specified materials |
32 11 23 / 2233 Granular Base |
1.X |
House Keeping |
32 12 16 / 2512 Asphalt Concrete Pavement |
1.X |
House Keeping |
32 13 33 / 2513 Surface Treatments |
3.2.4 |
Wording Change |
3.3 Fog Seal |
Deleted |
3.4.4.1 |
Remove reference to water ratio |
32 13 13 / 2521 Portland Cement Concrete Pavement |
1.X |
House Keeping |
32 13 16.1 / 2520 Roller Compacted Concrete Paving |
3.5.2.2 Uneven Joint Requirement |
Deleted Clause |
33 11 01 / 2666 Waterworks |
1.0.2 |
Updated AWWA reference |
1.4.1 |
Certified by CSA (not conforming to) |
1.8.6 and 1.8.7 |
Wording Change |
2.1.1 |
Revised to allow multiple pipe materials to be used. |
2.1.2 |
All materials will be in |
2.2.3.2 |
Cast Iron Outside Diameter |
2.2.13.9 and 2.2.13.10 |
Conform to CSA B137.1 |
3.6.6 |
HDPE to conform to CIOD |
3.14 |
Revised to allow inclusion of Integrated restrainers |
Prohibited deflection on barrel and limited extent of joint deflection |
Added reference to cathodic protection |
33 30 01 / 2731 Sanitary Sewers |
1.4.1 |
Certified by CSA (not conforming to) |
2.2.1 |
Maximum PVC diameter changed to 1200 from 675 |
2.2.3 |
Added reference to min hydrostatic pressure of 50 psi |
3.19.5 |
Updated requirement on ponding after installation |
33 34 01 / 2732 Sanitary Forcemains |
1.4.1 |
Certified by CSA (not conforming to) |
2.1.1 |
Revised to allow multiple pipe materials to be used. |
2.2.5.4 and 2.2.5.5 |
Updated CSA and AWWA spec reference |
2.2.13.9 |
Permit the use of integral joint restrainers |
3.6.6 |
Prohibited deflection on barrel and limited extent of joint deflection |
33 40 01 / 2721 Storm Sewers |
1.4.1 |
Certified by CSA (not conforming to) |
1.6.11 |
Payment for CCTV |
2.X |
Individual subsections for different pipe materials |
3.6.6.X added |
Maximum allowable deflection for various pipe materials |
3.8.4 revised |
Permit use of inserta tee for in-situ installation |
3.13.5 |
Updated requirement on ponding after installation |
33 44 01 / 2725 Manholes and Catchbasins |
1.4.1 |
Certified by CSA (not conforming to) |
2.1.12 revised |
CB lid no longer required to be precast concrete |
2.1.16 added |
MH Adjusting rings can be concrete or HDPE |
3.3.12 and 3.3.13 |
Revised to include conventional riser rings as well as HDPE adjustable riser rings |