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Page 5 of 7 and Grubbing doesn't include the cut section calculation for the road widening and that excavation pay item has been calculated to include the shoulder surface to the bottom of the proposed should widening typical section. • Tim Rose asked if the contractor is required to take core samples before they submit a bid. Brian Good clarified the purpose of the referenced language is allow the Contractor to take samples in the event that the Contractor wants to propose an alternative design to what is already approved for the project. James Ennis added that there will be no compensation for the core sampling, and the Contractor will assume any risk for testing. Coordination with the County must take place prior to coring the roadway, and the Contractor will be responsible for roadway restoration. • Zach Rose asked for confirmation that the road can be closed. Brian Good stated the Maintenance of Traffic Plan is the responsibility of the Contractor and road closures would need to be submitted to and approved by the County. James Ennis clarified that the temporary lane closure language is intended for closures outside of the mixing operation. Road closures will be allowed, conditional to the approval of the project specific MOT plan, to take place during the mixing operation under the condition that local access is maintained. A full closure of 69th Street from 66th Avenue to Lost Tree Village will not be allowed. Full closures will need to be done in sections so as to allow reasonable traffic maintenance. • A field office will not be required for this project and will be specified in an addendum. • James Ennis confirmed that project station markers are required every 100' throughout the project. This is also specified within the contract at Section 01050 — Field Engineering and Layout, 1.3 Station Boards, A. • Zach Rose asked if the Contractor that will do the directional drilling has to have five years of experience can be a General Contractor. The Contractor that performs the directional drilling should have experience performing this type of work. • Brian Good clarified the concrete for the sidewalk shall be fiber mesh reinforced and have a minimum strength of 3,000 psi. • Rob Morris (FP&L) stated their pole relocations, for a section of the project from STA. 199+60 to STA. 209+50 will be against the right of way. All of the vegetation will need to be cleared and anything that overhangs in the right of way will need to be trimmed and everything removed as FP&L doesn't perform that type of work. Kirstin Leiendecker stated that FP&L will be required to coordinate with the Contractor to perform and complete their work. A question was asked if there was a Utility Work Schedule so as to assure against any delays in the Contractor's work. Rob Morris stated their permit for the work is forthcoming and their work will be performed in a timely manner once they know when the project begins. James Ennis stated that once the Notice to Proceed is issued, the Contractor is expected to proceed with erosion control installation along with clearing & grubbing in such a manner that allows for FPL to proceed with their utility relocations as soon as possible. • Brian Good stated that in addition to other utilities, the plans reflect a deflection of a proposed waterline under an existing AT&T fiber line and it is at the northeast corner of 58th Avenue and 69th Street. • David Gunter stated there is a canal maintenance road on the east side of the Lateral G Canal that is also posted with a street sign as 46th Court which serves as access for several residences. Mr. Gunter noted that this is a private road and should not be used for any F:\Public Works\ENGINEERING DIVISION PROJECTS\1639 69th Street 66th Avenue to US -1 Resurfacing (SCOP)\1- Admin\Meetings\PreBid\IRC-1639_PREBID_MIN_ 20220316.docx