Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Comply with the Best Practices for Managing Invasive Plants on Roadsides;
b) Incorporate Invasive Plant management when planning and performing Quantified Maintenance Services;
c) Seed side-cast ditch materials;
d) Seek approval from the Province if disturbance of knotweed species is required;
e) The Contractor may submit a plan for approval by the Province for the use of herbicides, as a control measure for knotweed or other Invasive Plants;
f) Herbicides are to be applied by a certified pesticide applicator;
g) Do not use gravel materials contaminated with Invasive Plants, unless a rectification process is submitted and approved by the Province; and
h) Report Invasive Plants to the agency conducting Invasive Plant management for the Province online or using the Province’s smartphone application or the provincial toll- free service.
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional material and/or procedures requirements are as follows:
a) Use materials in accordance with the same type and quality on the existing Highway Crossing Infrastructure.
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Load salt and/or Winter Abrasive containing salt on a containment pad or the evapotranspiration liner surface;
b) Store salt and/or Winter Abrasive containing salt at a height below the top 30 centimetres of the skirt within a steel/fabric salt shed and ensure the top of the lock block wall remains free of salt accumulation;
c) Park heavy equipment used for loading salt or Winter Abrasive containing salt, on the containment pad, evapotranspiration liner or within the salt shed;
d) Prevent spillage onto the pit floor when transporting salt;
e) Store Winter Abrasive containing salt under cover or on a containment pad or on an evapotranspiration liner, if supplied;
f) Use a spill proof apron for salt hoppers to contain salt and facilitate retrieval;
g) Store salt contaminated material for future use with Winter Abrasives on a containment pad or evapotranspiration liner or in a salt shed;
h) Prevent salt contaminated materials from being tracked from the containment pad or evapotranspiration liner and use a containment pond for disposal, if one exists on site;
i) Maintain an open catchment area adjacent to the salt shed exterior walls to accommodate unobstructed snow shedding off the structure;
j) Remove snow from the roof of steel/fabric salt shed and adjust the roof tension after the snow accumulation has been removed in accordance with the manufacturer’s specifications and recommendations;
k) Reseal exposed surfaces following the removal of surface rust with zinc-rich primer/paint;
l) Maintain and repair damaged or deteriorated salt shed components in accordance with the manufacturer’s specifications and recommendations;
m) Use engineered designs for all repairs, modifications or replacement to steel/fabric salt shed structural components including, but not limited to the fabric roof, prepared by a Professional Engineer, retained by the Contractor; and
n) Securely lock gates and post signage to prevent unauthorized access to fenced containment ponds.
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”).
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Permanent repairs are to be completed with the same type of fence material.
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Maintain, repair and replace Dragnet Vehicle Arresting Barriers in accordance with the manufacturer’s specifications and recommendations;
b) Replace Dragnet Vehicle Arresting Barriers with the same products; and
c) Remain at the site(s) until the functionality of the Dragnet Vehicle Arresting Barrier has been restored and the site(s) are safe and available for Highway Users.
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Maintain access to horizontal drain system sites for cleaning;
b) Flush the drain casings of sediment and clean the slots / perforations of obstructions and caking; and
c) Test, collect and record flow rates, drain conditions, and length of insertion by the cleaning tools immediately before and after each flushing/cleaning. Trail Xxxx Xxxxxxxxx Drains Galvanized metal 1970 Highway 3B above Xxxxxx and French Street in Annabelle 1 3 Blueberry-Xxxxxxx Fill Failure Perforated PVC 2017 1.5 km east of the junction of Highways 3 and 3B 1 2 Xxxxxx Xxxx Perforated PVC 2018 2.0 km west of Junction of Highways 3 and 33 27
Materials and/or Procedures. Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Maintain access to horizontal drain system sites for cleaning;
b) Flush the drain casings of sediment and clean the slots / perforations of obstructions and caking; and
c) Test, collect and record flow rates, drain conditions, and length of insertion by the cleaning tools immediately before and after each flushing/cleaning. Hwy 16 - Amies Slide PVC 2014 Hwy 16 - 1.7 km east of Fraser River Bridge, XxXxxxx 1 15 Hwy 16 - West Twin Bridge n/a 2013 Below west side of bridge near creek elevation n/a n/a Hwy 5 - Trans Mountain Pipeline (Frenche's) Slide n/a 1988 Hwy 5 – 52 km south of Valemount n/a 10 Hwy 5 - Trans Mountain Pipeline (Frenche's) Slide n/a 1986 Hwy 5 – 52 km south of Valemount n/a 68
Materials and/or Procedures a) Refer to Subsection 1.6 of this Schedule 1 (“Specifications”). SA 20 Local Area Specification Schedule 1 Section 7
Materials and/or Procedures. Refer to Section 1.6 of this Schedule 1 (“Specifications”). Additional materials and/or procedures requirements are as follows:
a) Comply with the Transport Canada Aeronautical Information Manual, Transport Canada Aerodrome Standards and Recommended Practices – Land Aerodromes 5th Edition, Transport Canada Airport Winter Maintenance and Planning Advisory Circular AC 302-013 and other Transport Canada Advisory Circulars;
b) Deposit Winter Accumulations 8 metres beyond the edge of the runway, pre- threshold areas, taxiway and apron, where the terrain permits in accordance with Transport Canada requirements;
c) Ensure Compact surface is uniform, smooth and safe for aircraft use with no damage to the underlying ground surface;
d) Extend the maintained Compact surface 8 metres beyond the edge of the runway lights or graded area;
e) Vehicles accessing the runways are to be equipped with required warning lights, able to communicate with the airport operator and able to monitor the Aerodrome Traffic Frequency (ATF) at all times; and
f) Repair airport infrastructure, aircraft and property that is damaged by the Contractor.
