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Addendum 5 - 20210205 42. Since no geotechnical information is available in any of the pond locations and what information that is provided within proximity of the ponds, only covers a portion of the material to excavate, can the contractors have access to the pond sites to dig "test holes"? Yes, the County will provide access to perform test pits upon written request. 43. Addendum 003. "Clearing for the utility relocations (FPL posts) will be a first task on the Contractor's Schedule". Will FPL remove their poles or will it be the Contractor's responsibility to remove/dispose of the poles. FPL is relocating their poles and is responsible for removing the old poles. 44. The governing standards on the front cover sheet of the plans are stated to be the 2015 FDOT Standard Specifications. On sheet T-4 of the 1B Signalization Plans, note D1 states "MAST ARMS SHALL FOLLOW THE LATEST STATE OF FLORIDA MAST ARMS SHALL FOLLOW THE LATEST STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS INDEX No. 17743, 17745." Are we to use the latest which would be the 20- 21 Specifications or the 2015 Specifications? The 2015 specifications do not meet the current wind loading requirements. The signalization improvement design was performed under the FDOT 2016 specifications. The referenced note is from the County signalization general notes. 45. It was stated in addendum 3 and at the pre-bid that there are no dwellings to be removed, but there has not been an addendum that removes Pay Item 0110 3 Removal of Existing Structure (Dwelling). Will there be a revised Bid Schedule to remove this pay item? The Pay Item Number 0110 3 has been deleted. The itemized bid schedule has been revised accordingly. 46. Please provide pay item that correspond to bridge demolition for existing bridge at 69th St. Sta. 201+22. The cost of removing the existing bridge at 69th Street shall be included within pay item 110-1-1. 47. Please confirm if the construction of the wing walls (plan sheet 76-77) for the reinforced concrete box culvert 12' x 10' is incidental to pay item 400-4-1 (Phase 113) The wingwall construction associated with the RCBC is to be included within pay item 400-2-2 Class II Concrete (Endwall). The cost of reinforcing steel within the RCBC wingwalls are incidental to this pay item. 48. Please confirm pay item 530-3-3 Rock Rubble in Bridges at 53rd St, and North Relief Canal includes: filter fabric, 1' thickness of bedding stone, 2.5' thickness of riprap ruble (bank & shore), and Keystone rock at the toe of the slope? That is correct. 49. Please confirm pay item 530-3-3 riprap, rubble as per plan sheet No. 19 (phase 1A) only includes filter fabric, and 2.5 FT thickness of RipRap, rubble (bank & shore) around RCP pipes as indicated on plans. All pipes entering IRFWCD facilities are to include rip rap bank protection. Plans are being amended and quantity of rip rap has been increased to 1156 Tons. 50. Phase 16, plan sheet No. 12, footnote 530-3-4 states: "cost of rubble to include cost and placement of MARAFI fabric, bedding stone, and keystone aggregate". However, details on plan sheet No. 78 doesn't show bedding stone, please advise. Page 6 of 9