AT-AT Viaducts & Drainage Flight Mission Planning Map

Highway corridor reference for drone mission planning, focused on viaducts and drainage / ODT points along the Atizapán–Atlacomulco construction project.

Corridor assets for mission planning

Use this view to locate viaducts, ICA drainage points, and HYCSA drainage points along the project alignment before detailed flight planning.

Ctrl / Command + scroll to zoom · Shift + drag to box zoom · +/- keys Use two fingers to move or zoom the map

Map layers

Blue: AT-AT highway alignment.

Green bands: viaduct-centered mission groups using the nearest ODT envelope. Click a band for details.

Purple: viaduct mission points.

Orange: ICA drainage / ODT mission points.

Yellow: HYCSA drainage / ODT mission points.

Dashed blue: estimated western extension from KM 97+000.

Mission Group Index

Click a mission group to fly the map to that viaduct-centered ODT envelope. The selected mission will highlight on the map and open its planning summary.

Mission planning index

This map places corridor assets by normalized KM station so flight teams can quickly identify work fronts, group nearby ODTs around viaducts, and plan practical drone coverage by mission area.

12 mission groupsViaduct-centered planning windows using the nearest ODT envelope, with a target span under 2 km.

12 viaductsPrimary bridge / viaduct structures for corridor mission planning.

87 ICA ODTsDrainage / ODT points associated with the ICA segment.

82 HYCSA ODTsDrainage / ODT points associated with the HYCSA segment.

Data note

KM labels were normalized by removing the blueprint centennial prefix where applicable, for example 622+332 becomes KM 22+332 and 590+633 becomes KM 90+633.

Mission Groups: each green band starts with a viaduct as the anchor and includes nearby ODT/drainage points within the closest practical KM envelope, capped at approximately 2 km total span. No mission priority is assigned unless it is explicitly provided in the source data.

Estimated points: KM 97+740.31, KM 98+496.84, and KM 98+717.30 were projected westward from the KM 97+000 coordinate provided and should be verified against the latest alignment before field execution.