The following components shall form the list of features requiring co-ordinate collection, with the location and/or the limits required. All culverts (all types) GPS co-ordinates shall be recorded at each invert, GPS co-ordinates shall be recorded at the beginning and end of each run, additional points shall be All Guiderail (all types) collected at intervals of 25m or less, or where bends in the run are evident, any permanent guiderail end treatments shall be included. As the construction contract progresses, other components not identified in the list may require co-ordinate collection. The location and/or the limits will be identified by the ministry. Payment for the collection time for newly identified components will be made at the rate identified by the Proponent in their Quotation Submission. As a minimum the evaluator must maintain attribute records as defined in the table below. Attribute Data: As a minimum the evaluator must maintain attribute records as defined in the tables (in addition to photo numbers). (Attributes may be subject to change). Culvert Collection CVID Additional Remarks Channel Rating Chainage Roadway Settling Highway Number Comments Installation Year Rating Water Course Scour/Footings Barrel Material Culvert Type Present Rating Rating Culvert Head/Endwall Direction of Flow Joint Rating Diameter/Span Rating Culvert Rise Fish Present Location Shape Rating Length Inspection Date Purpose Capacity Rating Embankment Depth Evaluator Standard Remarks Rating Guiderail Collection GUID Highway Number Guiderail Type Length End Treatment 1 End Treatment 2 Condition Standard Remarks Additional Evaluator Evaluation Date Installation Year Remarks The GPS Culvert Collection Guide & GPS Guiderail Collection Guide (Guides) will be provided to the Preferred Proponent. The Guides shall serve as reference material for details on data collection and condition ratings. Each mapping submission must include a covering report identifying the type of GPS
The following components shall form the list of features requiring co-ordinate collection, with the location and/or the limits required. All culverts (all types) GPS co-ordinates shall be recorded at each invert, All Guiderail (all types) GPS co-ordinates shall be recorded at the beginning and end of each run, additional points shall be collected at intervals of 25m or less, or where bends in the run are evident, any permanent guiderail end treatments shall be included. As the construction contract progresses, other components not identified in the list may require co-ordinate collection. The location and/or the limits will be identified by the ministry. Payment for the collection time for newly identified components will be made at the rate identified by the Proponent in their Quotation Submission. As a minimum the evaluator must maintain attribute records as defined in the table below. Attribute Data: As a minimum the evaluator must maintain attribute records as defined in the tables (in addition to photo numbers). (Attributes may be subject to change). Culvert Collection CVID Additional Remarks Channel Rating Chainage Highway Number Comments Roadway Settling Rating Installation Year Culvert Type Water Course Present Scour/Footings Rating Barrel Material Rating Culvert Diameter/Span Direction of Flow Head/Endwall Rating Joint Rating Culvert Rise Fish Present Location Shape Rating Length Inspection Date Purpose Capacity Rating Depth Evaluator Standard Remarks Embankment Rating Guiderail Collection GUID Highway Number Guiderail Type Length End Treatment 1 End Treatment 2 Condition Standard Remarks Additional Remarks Evaluator Evaluation Date Installation Year The GPS Culvert Collection Guide & GPS Guiderail Collection Guide (Guides) will be provided to the Preferred Proponent. The Guides shall serve as reference material for details on data collection and condition ratings. Each mapping submission must include a covering report identifying the type of GPS