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temp steel

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I've been lurking for a while but now have a head scratcher to post.

Consider the following scenario:

Flexural steel requirement for a shotcrete wall yields #4 @ 18" o.c.
Temp. steel req. yields #4 @ 9" o.c.

Would you install #4 @ 18" flexural & #4 @ 9 temp. or...
install #4 @ 9" each way.

Maybe I should detail #4 @ 18 flexural and #4 @ 9 temp.  just to see if
the contractor calls to ask if the orientation is shown properly on the
drawings :)

Mark