Sorry Bert, not enough info for a definitive answer as there's no dimensions on the weld sketch, and but...
The EN criteria gives tolerances for three weld classifications, D, C, B, with B being the most stringent.
You didn't state the applicable class, but it's probably irrelavent.
If the sketch of the weld is drawn to scale, I would say that the weld has appropriate smooth transition at the toes, but not between the welds, but, because there is no set criteria for this, you could, maybe, get off on a technicality, after an argument, as it's open to opinion.
The height of the weld above the base metal, or dimension
h, tolerance is very litte, only between 1.1mm to 1.25mm.
If the weld sketch is drawn close to scale, I would say the welds are too high to meet this.
The good news is that because the smooth transition at the toes is sufficient, the needed repair could be done by simply sanding the top of the weld down to below the acceptability limit, thus removing the lack of smooth transition between the beads.
Isn't weld inspection fun?
Tim