Q&A_8-9-18.pdf

OR FS ERFO 2016(1)‐15(3)

Umpqua Repairs 2016

# General Technical Question Answer Date

1 X

Plans page F‐6 details a watertight joint. How is this joint going to transfer through the stem wall and base channel and remain economically feasible while maintaining the bolt pattern to the multi plate? We propose a square end foundation and stemwall with a 9" joint mastic on the backfill side to seal the joint which only adds a fraction to the project cost instead of thousands and accomplishes the same goal.

Bid according to the contract documents.

After contract award, a value engineering change proposal(s) may be submitted according to Subsection 103.03.

8/9/18

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