OIC2022 on 17-May-2024 10:03:55 AM CDT
1.Can piles be installed in the batture for a temporary crane trestle to provide a work platform for the new approach-way construction?
2. Will the dock remain operational during construction?
3. Can contractor barges pass through the cover handling building to the landside of the ship dock?
4. In the bid package, item MEMORANDUM FOR RECORD: Chief, Regulatory Division, SUBJECT: MFR IN ACCORDANCE WITH EC 1165-2-220, APPENDIX G – ADM, MVN-2023-00409-EDM (2023-0064) item C,
the degrading area slope is described as1V : 4H. Drawings S3 shows a 1V : 3H backslope; please clarify which to use.
5. In the bid package, item MEMORANDUM FOR RECORD: Chief, Regulatory Division, SUBJECT: MFR IN ACCORDANCE WITH EC 1165-2-220, APPENDIX G – ADM, MVN-2023-00409-EDM (2023-0064) item G
states that no barges to come within 100’ of the existing batture tree screen, revetment, or the toe of the levee. In the prebid, an area downstream of the dock was identified as a possible location to walk a crane off of
the barge. Given the above, can you please clarify if a barge can be walked off of a crane barge if nosed into the bank in the approximate location below?
6. To reduce weight at placement, can the precast panels be cut in half longitudinally and be post tensioned together?
7. In the bid package, item MEMORANDUM FOR RECORD: Chief, Regulatory Division, SUBJECT: MFR IN ACCORDANCE WITH EC 1165-2-220, APPENDIX G – ADM, MVN-2023-00409-EDM (2023-0064) item E
states that loads exceeding 72,000 lbs are not allowed over the levee AND are not allowed on the batture without an approved stability analysis. To facilitate the work from land, a crane of sufficient size will be needed
to set the precast panels and steel jackets.
What is the maximum allowable load to be placed on the batture?
Can a Manitowoc 999 S3 be placed on the batture?
8. In the bid package, item MEMORANDUM FOR RECORD: Chief, Regulatory Division, SUBJECT: MFR IN ACCORDANCE WITH EC 1165-2-220, APPENDIX G – ADM, MVN-2023-00409-EDM (2023-0064) item C
states “Proposed bank degrading … shall be performed prior to any other work in the area.” After degrading, can an aggregate work pad be placed on the batture for crane and/or equipment access to the river edge?
9. The 2 piles in Row Q are approx. 104’ long and underneath an existing overhead conveyor; can they placement be adjusted so the overhead obstruction is removed?
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