VA101-17-R-0351-00008004.pdf
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VA101-17-R-0351 00008 Jacksonville RFI III. Responsepdf.pdf
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Request for Information
CONTRACTOR COMPANY:
RFI REQUESTER: RFI DATE:
PROJECT NAME: Jacksonville National Cemetery DESIGN FIRM:
PROJECT NUMBER:
828CM2036
CONST. PROJECT MANAGER: RFI RESPONDER:
G&C Fab-Con LLC
January 19, 2018
CONSTRUCTION REQUEST
FOR INFORMATION
RFI No: 3 Cole Vettraino
David "Dave" Martino David "Dave" Martino
RFI DATE RESPONDED:
January 24, 2018
Requested Information/Clarification:
1. Is survey available in CAD and/or PDF for the project limits, including Phase II?
Government Response:
Minor survey information available is shown on the bridging documents.
Contractor shall assume to acquire additional survey meeting project requirements
2. Can you provide CAD files from the bridging documents, including site plans and all details?
Government Response:
Yes, CAD files will be available for download from our consultant’s info exchange site.
3. Can you provide CAD files for all drawings to include original building floor plans, elevations, details, etc. for both the Admin and Maintenance buildings?
Government Response:
Yes, CAD files will be available for download from our consultant’s info exchange site.
4. Can we stockpile soils from Pond 5 onsite for future development?
Government Response:
Stockpiling of soil for future development will not be permitted.
5. Can you provide the final construction plans and stormwater calculations for Phases 1A and 1B?
Government Response:
As-built information will be available for download from our consultant’s info exchange site.
Stormwater calculations are not available
6. Can you please provide the details of the original columbarium to determine how the caps are fastened?
Government Response:
As-built information will be available for download from our consultant’s info exchange site.
7. The onsite soil is high in clay content and saturated from the high groundwater table. Can you please confirm that the onsite soil will not be suitable as fill “as is”, and this material will most likely require amendment and/or import?
Government Response:
The Contractor is to assume onsite soil will not meet percolation requirements and will require amendment. The Contractor shall be responsible to present a soil amendment plan indicating how they are meeting the requirements of 4.2 within the narrative.
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