AT-AT · KM 20 Viaducto S/N

Interactive mission-planning layer for the KM 20 Viaducto S/N segment.

KM 20 Viaducto S/N location, structure labels and drainage works references

Viaducto Sin Nombre · 20+783.45 al 21+001.45. This field map includes the visible viaduct context and the selected drainage works references for review before flight programming.

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

Map layers

Red: QGIS corridor / viaduct CAD linework, with vertical CAD artifacts suppressed for field readability.

Yellow markers: KM reference markers from the QGIS export.

Blue markers: selected drainage works references from the provided ODT list.

White pin: current device location, shown when location permission is enabled.

Mission planning layer

This map is intended as a field-planning reference for KM 20 Viaducto S/N. It keeps the QGIS linework visible over Mapbox satellite and includes the selected drainage works references for field orientation.

FlightHub planning: constant ASL route with terrain surface reference at 2,430 m ASL and waypoint altitude at 2,504.5 m ASL. Current capture settings: 2 cm/pixel GSD, 80% / 80% overlap, Smart Oblique enabled, Global Flight Speed 10 m/s, Direct Ascent, and Return to Home on completion. Confirm final takeoff position, VLOS, GNSS, traffic exposure, emergency landing options, and construction activity before flying.

20+783Start Reference

21+001End Reference

2,430 mSurface ASL Ref

2,504.5 mWaypoint ASL

Reference	Chainage	Use
Viaducto Sin Nombre	20+783.45 al 21+001.45	Primary structure documentation span
PIV “Sin Nombre”	KM 21+118.00	Profile / design reference label
FlightHub ASL setup	2,430 m surface · 2,504.5 m waypoint	Constant ASL route reference
Capture settings	2 cm/pixel · 80% / 80%	Smart Oblique enabled
Route settings	10 m/s · Direct Ascent · RTH	Current mission configuration
Drainage works references	6 selected ODTs	Only the screenshot-listed drainage ODTs are included

ODT	Reference	Status
OD 21+206	21+206	SALDO
OD 21+287	21+287	SALDO
OD 21.539	21+521	AJUSTE DE PROYECTO
OD 21.82	21+820	AJUSTE DE PROYECTO
OD 22.75	22+750	DRAINAGE WORKS
OD 22.92	22+920	DRAINAGE WORKS