18.858611.00_-_Addendum_1_Questions.pdf

November 2024

Addendum #1 General Aviation Terminal Airport Building at Flagler Executive Airport

Flagler County ITBC No. 25-011P

QUESTION 1: What is the dollar amount for Liquidated Damages?

ANSWER 1: Liquidated damages are $3,813 per calendar day commencing upon the first day following the expiration of the contract time and continuing until the actual date of substantial completion.

QUESTION 2: What is the project timeline?

ANSWER 2: Completion time shall be based on 510 calendar days after receipt of notice to proceed.

QUESTION 3: Missing “ES” specs on plan.

ANSWER 3: The ES specifications are covered within Divisions 27 and 28 of the permit specifications.

QUESTION 4: Missing spec for ornamental railings.

ANSWER 4: Ornamental Handrails and Railings have been provided within the permit specifications (Section 057200).

QUESTION 5: Site subcontractors need copies of the CAD files to bid this project accurately, especially with regard to any import/export fill requirements. Please advise if the County intends to provide these.

ANSWER 5: CAD drawings are included with this Addendum.

QUESTION 6: Fire Alarm for new terminal reads “Manufacturer: Match the existing building fire alarm system.” – what is the existing system?

ANSWER 6: The system installed at a recent Flagler County project was “Notifier by Honeywell model NFW-100X.” The power supply is Fire-Lite alarms by Honeywell.

QUESTION 7: There is conflicting information for the warranty bond period. Please confirm 1-yr or 2-yr warranty?

ANSWER 7: 1-year warranty bond is required. The updated Warranty Bond form is included with this Addendum.

Addendum 1 for RFB 25-011P

QUESTION 8: The bid documents reference an “excel spreadsheet bidform”, however there are no excel files in the bid package. Please advise.

ANSWER 8: Please use the PDF version of the Bid Form. An Excel version will not be made available.

QUESTION 9: “T” sheets referenced in the index, but missing from the plan set. Please provide.

ANSWER 9: There’s no reference to “T” sheets in the sheet index. “T-sheets” would generally refer to Telecommunica�on sheets, which in our case are the ES-sheets. ES plans were inadvertently left out of the plan set. The ES plans are included with this Addendum.

QUESTION 10: Ref. Specification Section 00 00 10: Please provide drawings for Division 27 Communications and Division 28- Access Control System, Intrusion Detection System & Video Surveillance.

ANSWER 10: Please see the ES-sheets included with this Addendum.

QUESTION 11: Ref. Drawings 43 & 44: Drawing shows new storm pipe that is not shown on Grading & Drainage Plan 43. Please clarify requirements.

ANSWER 11: Please disregard the reference to any proposed storm pipe shown on Sheet 44 Utility Plan. All proposed storm pipe is shown on Sheet 43 Grading and Drainage Plan.

QUESTION 12: DDC System - Section 23 09 23 2.1 list KMC/ Schneider, Trane, and Alerton. Siemens would like to be approved as a DDC System manufacturer for this project.

ANSWER 12: Siemens may be approved only if they meet or exceed the basis of design.

QUESTION 13: Ref. Instructions to Bidders, Item 11: This item states that “The County of Flagler is exempt from Federal Excise Taxes and all Sales Taxes”. Does this mean that we as the General Contractor and our Subcontractors are to exclude sales tax from the bid or are we to include sales tax in our bids and if awarded the project, then provide credit for sales taxes during the accounting and billing process?

ANSWER 13: Sales tax is to be included in the bid pricing and credit for sales tax will be applied at the County’s discretion during construction.

QUESTION 14: Ref. Drawings 31, 41, & 42: Please provide Phasing and Demolition Plan similar to Drawing 31 for the alternate connector road shown in Drawings 41 and 42.

ANSWER 14: Drawing 31 A has been added for clarification of Phasing should the Alternate be selected. The overall phasing table on Drawing 30 has also been revised. A note was added to the temporary access road North.

QUESTION 15: Ref. Drawings 42 & 43: Please clarify the storm drainage plan if alternate connector road plan is accepted.

ANSWER 15: Please see the revised Drawing 42.

QUESTION 16: Ref. Drawing 2, Drawing Index: Drawings ES000 – ES401 shown in the Drawing Index are missing from the set. Please provide.

ANSWER 16: ES plans were inadvertently left out of the plan set. The ES Sheets have been included with this Addendum.

QUESTION 17: Ref. Wastewater Specifications Section 35, 36, 37, & 38: Please verify that specifications for force main and lift station are not applicable to this project.

ANSWER 17: That is correct. Force main and lift station specifications are not needed for this project.

QUESTION 18: Ref. A501: Can you please show floor drain at Observatory Deck and roof drains at Porte Cochere on plumbing drawings? Where they tie into?

ANSWER 18: This will be picked up within the conformed set and issued to the selected/awarded contractor. There is enough information on the architectural plans to define design intent for pricing. The primary drains are collected and pass down through the columns and discharge out at the base of the column on grade.

QUESTION 19: Ref. E401: Please provide specifications for generator and ATS.

ANSWER 19: There is enough performance information regarding both items that do not require a spec. The generator will need input/selection assistance from the Airport on what they are going to require.

QUESTION 20: Ref. Drawing 56: This drawing has references to details on “L” drawings. We could not find any “L” drawings. Please provide.

ANSWER 20: Details referencing Sheet L111 can be found on Sheet 57 and details referencing Sheet L121 can be found on Sheet 58.

QUESTION 21: Ref. Drawing 4: Note under Engineer’s Field Office states “See General Provisions Section GP 60-05 for more information.” Where is this section located?

ANSWER 21: Please disregard the reference to GP 60-05. Sheet 4 has been revised and includes all requirements for the field office.

QUESTION 22: Will location of Engineer’s Field Office Trailer and GC Construction Trailer be located in an area to connect to power, public water, and public sewer? Please indicate connection points on drawing.

ANSWER 22: The intent is to locate the trailer in an area that has access to power, public water, and public sewer. The exact location will be established with the Owner prior to beginning construction.

QUESTION 23: Ref. Drawing 3, Special Project Safety Note 4: Please provide specific office and phone number we can contact regarding information for required permitting for road construction.

ANSWER 23: Please disregard that note. There are no special permits required for temporary road construction.

QUESTION 24: Ref. Drawing 29, Note 1: Please provide name and phone number for contact with FPL that is familiar with this project that we can contact for costs and coordination.

ANSWER 24: Point of contact for FPL is Jason Ratay, P.E., Engineer-II Distribution, Flagler Service Center, 386-586-6419, Jason.Ratay@fpl.com

QUESTION 25: Ref. Drawing 21: We are trying to understand the purpose of borings 4, 8, 9, 10 &11.

Please clarify if there is any work in these areas.

ANSWER 25: This project does not include work in those areas. The geotechnical investigation was done previously for multiple projects.

QUESTION 26: Ref. Drawing 30: Temporary Detour/Access Roads Note 2 states that temporary road is not required if round about road option is selected but Alternate Phasing Legend, Phase 2 states to construct temporary bypass road. Please clarify if bypass road(s) are required if round about option is not selected (i.e. Connector Road Alternate is selected) and, if so, please clarify their location.

ANSWER 26: There are two temporary access roads shown on the plans. The access roads are only required if the roundabout is constructed. See Revised Drawing 30 and Drawing 31A included with this addendum for further clarification.

QUESTION 27: Ref. Drawings 3 & 36: Temporary Detour/Access Roads Note 4 states 4” limerock base but Details F & G on Drawing 36 state 8” limerock base and 6” limerock base respectively. Please clarify which details for temporary roads is correct.

ANSWER 27: 6” limerock base course to be used for temporary access roads construction.

QUESTION 28: Ref. Drawing 29: Are demolition items on this drawing to be done whether or not the round about road option is selected?

ANSWER 28: Yes.

QUESTION 29: Ref. Drawing 29, Note 6: Please provide name and phone number for contact with Brighthouse/Spectrum that is familiar with this project that we could contact for costs and coordination.

ANSWER 29: For Spectrum coordination, please contact Michael Gossmann, Major Account Manager - SLED, Michael.Gossmann@Charter.com, 407-819-7057 M, 485 N. Keller Road 4th Floor 4110, Maitland

FL 32751.

QUESTION 30: Ref. Drawing 29, Note 15: Please provide name and phone number for contact for communications that is familiar with this project that we could contact for costs and coordination.

Please clarify the scope of work for providing temporary communications for existing tenants and buildings. How many existing tenants and buildings are there?

ANSWER 30: We are unable to identify a single point of contact at this time.

Communication shall be maintained to existing tenants during construction. The specific number of impacted tenants is not known, but there are potentially 5-10 tenants along Aviation Drive and Airport Road that may be impacted during construction.

QUESTION 31: Ref. Drawing 29, Note 16 & Note 23: What is size of storm pipe to be removed? There is a portion of storm pipe to be removed within the foot print of the new building. What is the starting point and ending point of this pipe to be removed?

ANSWER 31: Note 16 – 24” RCP. Note 23 – 18” RCP and mitered end structures. Reference existing conditions drawings.

QUESTION 32: Ref. Drawing 28: There is a note stating “Remove/Relocate Electrical Vault”. Please clarify this scope and new location on electrical drawings.

ANSWER 32: The final location will be determined in the field during construction.

QUESTION 33: Ref. Drawing 28: There is a note stating “Remove/Relocate Existing Sump Pump”. Please clarify this scope and new location on plumbing and/or utility drawings.

ANSWER 33: The final location will be determined in the field during construction.

QUESTION 34: Ref. Drawing 31: Note states “Place Barricades. See Details Sheet”. We could not find details for barricades. Please provide.

ANSWER 34: Please use FDOT approved temporary barriers in any location where barricades are shown.

QUESTION 35: VendorLink says that the bid is due by 3:00 PM on November 13, though page 6 of the Front End Bid Documents states that bids are due by 2:00 PM on November 13th. Which is correct?

mailto:Michael.Gossmann@Charter.com

ANSWER 35: Bids are due at 2:00PM on November 13th.

QUESTION 36: Please provide the Geometry Plan, Grading and Drainage - Alternative, and Grading and Drainage as pdf files so that they can be viewed without a .dwg program.

ANSWER 36: PDF copies of the plans are included with the advertisement and addendums. Some drawing (.dwg) files were uploaded separately at the request of another question that was received.

QUESTION 37: Will you please provide the drawings in files "Geometry Plan", "Grading and Drainage- Alternate" and "Grading and Drainage" as PDF files?

ANSWER 37: PDF copies of the plans are included with the advertisement and addendums. Some drawing (.dwg) files were uploaded separately at the request of another question that was received.

QUESTION 38: Plan P000 Plumbing Specs notes Type L copper to be used on domestic water on interior of building. Same plan page Plumbing Pipe Schedule notes Copper/CPVC is acceptable. Please clarify if CPVC can be used on the project and for what feeds.

ANSWER 38: Price most expensive option at this time. This will be confirmed with plumbing engineer and provided to the selected/awarded contractor in a conformed set of documents.

QUESTION 39: E102 details, we believe, the LuLa Lift Pit in an expanded detail. Please label this detail and delineate the information associated with Key Notes 1, 4, 6, 7, 8, 9, 10.

ANSWER 39: This will be updated and provided to the selected/awarded contractor within a conformed set of documents.

QUESTION 40: Would you be able to confirm there will be NO storage of any kind under the Covered Canopy’s?

ANSWER 40: This will be updated and provided to the selected/awarded contractor within a conformed set of documents as there is still Owner input/directive that needs to happen that has not occurred yet.

QUESTION 41: Who is responsible for including the generator?

ANSWER 41: The contractor.

QUESTION 42: Upon review of the bid documents, we were unable to locate an Emergency Bi-Fuel Generator within the 26 00 00 Electrical Specification section. We identified in section 36.6 Standby Power Generator System within the Site Specifications referring to power for the Pump Stations. Are these specifications to be applied to the building Generator unit and ATS detailed on Plan E401. If so, we need to know the following:

1. Expected response time of the Generator is required for transfer

2. Size of the Diesel Tank Gallons

3. Requirements for filling the tank by Owner or Contractor

ANSWER 42: This will be updated and provided to the selected/awarded contractor within a conformed set of documents as there is still Owner input/directive that needs to happen that has not occurred yet. General intent has been provided within the drawings.

QUESTION 43: According to the bid documents, the fire sprinkler system designed is to be a wet system.

The system utilizes sidewall heads to protect the exterior canopy (covered canopy) with what we have concluded as a “Light Hazard Head” where the main line is within the building-controlled environment space. These sidewall heads protect up to 12’ and satisfy the code compliance for the canopy. The area in the vicinity of the Porte cache as well has been designed to detail sidewall heads. If the intention is to protect the entirety of the Porte cache, these heads as detailed will not cover the base SF of the area.

This area Porte cache would require vertical heads at 14’-0” OC. We also detect ceiling elevation differences on the interior/exterior. Int 12’-0”; Ext 9’-10”. In order to install sidewall heads at 9’-6” AFF there could need to be a soffit on the interior to accommodate the main line on interior of building.

Please note, the exterior protection system would not be required if it meets Non-Combustible construction requirements or not considered storage of any kind (Trash Cans, Seating components are considered in some jurisdictions as Stored Items) NFPA 13 9.2.2.3.2. Please confirm this building as designed does not need to be a “Dry type or Antifreeze component” for exterior protection purposes. If required, please provide specifications for bidding purposes. If not, we will bid as reflected in the plans and specifications.

ANSWER 43: The design intent is within the drawings. Contractor shall have their F.P. subtrade perform engineered shop drawings for the design engineer to review and confirm for compliance.

QUESTION 44: Please provide the design criteria for a Missile Impact Sound Protected Generator Enclosure. If you have a particular make and model that possesses these features please provide.

ANSWER 44: This will be updated and provided to the selected/awarded contractor within a conformed set of documents as there is still Owner input/directive that needs to happen that has not occurred yet. General intent has been provided within the drawings.

QUESTION 45: We are missing spec for ornamental railings.

ANSWER 45: Ornamental Handrails and Railings have been provided within the permit specifications (Section 057200).

QUESTION 46: Fire Alarm for new terminal reads “Manufacturer: Match the existing building fire alarm system.” – what is the existing system?

ANSWER 46: The system installed at a recent Flagler County project was “Notifier by Honeywell model NFW-100X.” The power supply is Fire-Lite alarms by Honeywell.

QUESTION 47: The bid documents reference an “excel spreadsheet bidform”, however there are no excel files in the bid package. Please advise.

ANSWER 47: Please use the PDF version of the Bid Form. An Excel version will not be made available.

QUESTION 48: There is conflicting information for the warranty bond period. Please confirm 1-yr or 2-yr warranty?

ANSWER 48: 1-year warranty bond is required. The updated Warranty Bond form is included with this Addendum.

QUESTION 49: “T” sheets referenced in the index, but missing from plan set. Please provide.

ANSWER 49: There’s no reference to “T” sheets in the sheet index. “T-sheets” would generally refer to Telecommunica�on sheets, which in our case are the ES-sheets. ES plans were inadvertently left out of the plan set. The ES plans are included with this Addendum.

QUESTION 50: Ref. Specification Section 10 26 00: Please clarify required locations for corner guards on floor plan.

ANSWER 50: At this point in time, these will be located at all outside corner of all general public areas. This need to be confirmed with the Owner and will later be updated and issued to the selected/awarded contractor.

QUESTION 51: Ref. A321: Please clarify which window types get blinds.

ANSWER 51: SF7 and SF9 storefront windows receives window treatments.

QUESTION 52: Ref. A103 & A104: Note states “TV’s are to be Contractor Provided and Contractor Installed”. Please provide specifications for TV’s.

ANSWER 52: Owner shall provide these as part of the FF&E allowance as these will be selected by owner and installed by contractor.

QUESTION 53: Ref. Drawing 58: Please provide butt diameter for 25’ and 30’ flag poles.

ANSWER 53: A 5” butt diameter needed for the 25’ pole and 6” butt diameter for the 30’ pole.

QUESTION 54: Ref. Detail 2/A711: A. Please clarify material type for vented soffit. B. Please clarify detail of P.T. 2x fascia board. Is it painted or wrapped? C. Please clarify material type of fascia board below the P.T. 2x fascia. D. What type of structural member is needed (but not shown) behind the P/T. 2x fascia to attach the P.T. 2x fascia to?

ANSWER 54: Refer to ceiling type D on sheet A402. All fascia is P.T. Structural member for attachment is light gauge metal truss extensions.

QUESTION 55: Ref. Detail 3/S202: Please clarify on structural plan where 2 x 2 angle is located?

ANSWER 55: Splice locations are up to the fabricator. Anywhere two lengths of angle connect they need to be connected with these angles.

QUESTION 56: What is the maximum tip height of crane allowed during daylight hours?

ANSWER 56: 110 FT

QUESTION 57: Is builder’s risk required?

ANSWER 57: Yes.

QUESTION 58: Is testing for a distributed antennae system (DAS) required?

ANSWER 58: Not at this time. This needs to be reviewed with input from the owner and any determination will come through and presented to the selected/awarded contractor.

QUESTION 59: Who is the authority having jurisdiction (AHJ) for permitting?

ANSWER 59: Flagler County

QUESTION 60: I have been unable to locate a schedule of new storm and utility structures, specifically the "PROP. SAN. STR., STRUCTURE - (12)" located on sheet C-44. Please advise

ANSWER 60: There is no schedule on the plans. All structure information is provided in the notes.

QUESTION 61: Notes on C-44 state the the utility owner reserves the right to self-perform and portion of the work related to the overhead power feed and the overhead cable TV feed. Are these to be included in our scope of work? If so, please specify who we are to reach out to at the utility owner.

ANSWER 61: Coordination between the utilities will be done during construction. In the event that the utility requires the contractor to perform any work, any additional project costs will be addressed at that time.

QUESTION 62: Please provide a specification for the fencing to be installed.

ANSWER 62: Fence information is given on Sheet 54. Please contact the manufacturer if additional information is needed.

QUESTION 63: S101 Foundation Plan calls out detail 6/S101 for the elevator recess, but it is not included. Please provide.

ANSWER 63: There is an elevator pit detail on 6/s101.

QUESTION 64: Will FAA badging be required?

ANSWER 64: No.

QUESTION 65: The bond beam schedule on S101 says to see detail sheet S103 for CMU/Lintel details, but sheet S103 doesn’t show them. Please provide.

ANSWER 65: Should read s104.

QUESTION 66: TB1 tie beam is shown on S201 but is not called out on S102. Please confirm that the tie beam is to be installed at the top of all CMU walls at the building per 1/A701.

ANSWER 66: Yes, per note 1 on sheet s101.

QUESTION 67: Ref. E001: Will FPL provide and install transformer? Will FPL provide and install underground primary service to transformer? Will FPL remove and relocate overhead power lines and poles as required for this project? Are we to include any costs in our bid for work performed by FPL, Spectrum or any other utility company that serves this facility?

ANSWER 67: Yes, FPL will provide and install the transformer. Typically, the Contractor is responsible for installing the transformer pad and the conduit for the primary service to the transformer. FPL typically provides the conduit. If there are any known costs for FPL, Spectrum, or any other utility company, those should be included in the bid. A Stated Allowance has been added to the project to try to account for some of these unknown costs.

QUESTION 68: Are there any “As-Built” drawings for existing building to be demolished? Has Hazardous Material Survey for asbestos, lead, etc. been performed on the existing building to be demolished? If so, please provide report. If not, are the bidders to include cost of Hazardous Material Survey in their bid?

ANSWER 68: No as-built information and Hazardous material surveys for the existing building are available. Hazardous material surveys should be included in the bid.

QUESTION 69: In Pre-Bid Meeting it was stated that an allowance for all permit costs will be established for bidders to include in their bid. Will Bid Form be modified with this allowance amount?

ANSWER 69: Stated allowance of $100,000.00 has been added to the bid schedule.

QUESTION 70: Ref. Specification Section 10 26 00: Please clarify required locations for corner guards on floor plan.

ANSWER 70: At this point in time, these will be located at all outside corner of all general public areas. This need to be confirmed with the Owner and will later be updated and issued to the selected/awarded contractor.

QUESTION 71: On A303, there are three different options for LVT-01. Will a selection be made from one of these three? Also, can you please provide a specification for resinous/epoxy terrazzo? Only cementitious based is given.

ANSWER 71: There are three colors for LVT. Owner has yet to specify which color/pattern goes where, as indicated with LVT-01 designation at this point in time. This will be provided once determined to the selected/awarded contractor. Contractor has enough information to price the terrazzo (basis of design) from sheets A303, A901 and A902. Revised specs will be provided to the selected/awarded contractor within a conformed set.

QUESTION 72: The details of the compass design are different between what’s shown on the A301/A302 Finish Plans vs. the detail shown on A902. The note on the A301 finish plan says to refer to the A902 detail for “color designation” but if using this A301 design, there will be no TZO-04 / terrazzo color that’s only shown in the 4-point star under the design in the A902 detail. Please verify which detail to follow.

There is a mention of "Cleavage Membrane" to be installed over the slab and under the terrazzo, please verify if this is required with epoxy terrazzo. Or if a full-coverage crack suppression membrane will suffice.

ANSWER 72: All colors shall be used. The Owner has not selected which of the two layouts are to be used that were presented within the design, but all design intent has been shown. The final approved design will be given to the selected/awarded contractor. No exceptions taken to a full-coverage crack suppression membrane.

QUESTION 73: Ref, Drawing 56: Please clarify drainage for soil cell system ties into storm drainage system.

ANSWER 73: No, the soil cell system does not need to tie into the drainage system.

QUESTION 74: Ref. Drawing 44: Please clarify type of pipe for 6” fire service and 6” pipe to fire hydrant.

ANSWER 74: PVC C900 can be used for both.

QUESTION 75: Ref. Drawing 44: Please clarify type of assembly for 6” fire service.

ANSWER 75: The fire assembly shall be equal to the City of Palm Coast fire assembly detail Figure W- 27, which can be found on their website.

QUESTION 76: Ref. Drawing 44: Please clarify if overhead power, overhead cable TV and underground fiber optic work will be performed by respective utility companies or contractor. Please clarify who is responsible for the costs for this utility work.

ANSWER 76: The utility companies shall be responsible for this work. The Contractor shall be responsible for coordinating this effort.

QUESTION 77: Ref. Drawings 56, 59 & 62: Please provide hardscape, landscape and irrigation plans if round about option is not selected (i.e. if alternate connector is accepted).

ANSWER 77: Landscaping around the alternate access road will consist of 15 feet of Bahia sod around the perimeter of the road. Any landscaping/hardscaping associated with the roundabout will not be constructed if the alternate is selected. All other hardscape/landscape items will be the same regardless of which road option is shown.

QUESTION 78: Ref. A601: Does stone veneer and precast balustrades get sealed? If so, please provide specifications.

ANSWER 78: Yes, seal both with a MasterProtect® H 1000 product as a basis of design. Specification will be provided to the selected/awarded contractor.

QUESTION 79: Ref. Revised Bid Form: Is it the intent that the price for Alternate #1 to be a deductive alternate from the Base Bid (negative number) or is Alternate #1 to be a positive number that will be added to Bid Schedule A price to total an Alternate Total Bid Price?

ANSWER 79: Alternate #1 is to be a positive number that will be added to Bid Schedule A.

QUESTION 80: Ref. Drawing 54: Please provide details and specification for automated access gate and pedestrian gates. Please show electrical requirements on Electrical Site Plan.

ANSWER 80: The gate is manufactured by Ameristar Perimeter Security USA Inc Tulsa. The gate model is TT-II CNT INV 2R FLB 4” GAP 8’H 22’-24’ OPG. The electrical requirements shall be sized to meet manufacturer requirements for the gate operator. The gate operator shall be a Viking Access Systems H-10 Slide Gate Operator or approved equal. The electrical contractor shall be prepared to tie into the nearest available power source for the proposed building.

QUESTION 81: Ref. Drawing 56 and Detail 2 on Drawing 57: Please clarify quantity and location of bollards at detectable warning strips on Hardscape Plan.

ANSWER 81: Bollards should be evenly spaced at 5’ OC. There should be approximately 15 bollards.

QUESTION 82: Spec Section 05 12 00 Structural Steel section 1.6 Quality Assurance A. & B. Request the shop and the installers to be AISC- Certified Plant or Erector. Typically, an EOR will accept a Third Party inspector in lieu of AISC Certifications. Would a third-party inspector satisfy this requirement?

ANSWER 82: No exceptions taken to third party inspector for steel erection, however, steel welders are to be certified.

QUESTION 83: Sheet 32 Section D: Drop-Off area shows a typical concrete detail, but calls for 2" asphalt with 8" limerock base course. Please confirm we are to follow the numbered descriptions for construction and not the pictured detail.

ANSWER 83: The drop-off area shall be 2” asphalt with 8” limerock base course.

QUESTION 84: Sheet 32 Section B: Roundabout PCC Pavement calls for 6" thick colored and textures concrete within the roundabout footprint, but the geometry plan and hardscape plan call for pavers.

Please clarify the correct construction.

ANSWER 84: Disregard the note on Detail Section B regarding textured concrete. Pavers will be used as shown on the Hardscape plans.

QUESTION 85: Is there a breakdown of underground utility demolition and installation by project phase.

If so, how are those affected by bid schedule selection?

ANSWER 85: No, a breakdown of the underground utility demolition and installation by phase is not available at this time.

QUESTION 86: Sheet 57 detail 1 outlines typical concrete sidewalk construction with two different methods and refences a "paving delineation plan". Can that plan be provided? Sheet 39 calls for sidewalks to be constructed according to FDOT index 522 that contradicts the detail on sheet 57. Please clarify which construction method is intended.

QUESTION 86: Please disregard the reference to a “paving delineation plan.” Sidewalks shall be constructed according to FDOT Index 522, however the finish shall be per the Hardscape plan/details.

QUESTION 87: We are respectfully submitting a request for an extension to the bid submission deadline for the Flagler County Executive Airport Project. This request is made in consideration of the following concerns: 1. Outstanding Questions: Several questions remain unresolved, with many responses being provided within a week of the current bid deadline. This limited response time does not allow adequate opportunity to review and incorporate the information into a comprehensive bid. 2. Lack of Official Addendums: We have not yet received official addendums acknowledging and addressing the responses provided. 3. Reference Form Requirements: The reference form, along with specific requirements for our references, has not been made available to us. This information is essential to ensure compliance with the bid submission requirements.

ANSWER 87: The bid opening has been extended. The bids will be due November 22, 2024 at 2:00PM.

QUESTION 88: Ref. Drawing 58, Item C Soil Cell System: The supplier of the Soil Cell System stated that this system is available in several different heights and needs to know the required height in order to provide accurate quote. What is the required height for this project?

ANSWER 88: The standard height of 16” can be used.

QUESTION 89: When will the required reference form discussed at the pre-bid meeting on October 31st be uploaded to Vendor Link?

ANSWER 89: The Reference Form has been uploaded.

QUESTION 90: A question was answered earlier stating that demolition items are to be demo'ed whether the roundabout option is selected or not. However, the revised sheet 42 (connector road alt grading and drainage plan) shows a change to the storm drainage design and therefore would require a change to the storm demolition. Please clarify.

ANSWER 90: Updated Sheet 29 is uploaded to Vendorlink to clarify this.

QUESTION 91: A previously answered question referenced a revised sheet 30 drawing. Can that be provided?

ANSWER 91: Drawing 30 is has been uploaded to Vendorlink.

QUESTION 92: There is some confusion as to how the pricing is to be provided per bid schedule. Bid schedule A is to included phases 2,3,4? Bid schedule B is to include phase 0,1? And alternate #1 is to be the connector road alternate, and is only to be selected if bid schedule B is not selected? Can this be confirmed, or unconfirmed and clarified.

ANSWER 92: The intent of separating Bid Schedules A and B was for the Bid Schedule B (Roundabout road configuration) to be replaced with the Alternate #1 (Alternate Access Road) if needed. The building, parking lot, and drop-off area are to be included in Bid Schedule A. The phasing plan was created to ensure all parties/tenants have access to their facilities throughout the project. The division of the Bid Schedules are not necessarily tied to the phasing plan.

QUESTION 93: Please clarify the following: What areas are to receive paint on the exterior of the building? We have specs for exterior painting, but drawings show textured acrylic finish system on walls and pvc wraps for columns. Are wood doors to be prefinished? Tongue and groove ceiling is prefinished?

ANSWER 93: Refer to the finish chart on sheet A303. The sheet depicts all materials including what wood door finishes are under “Miscellaneous” and paint finishes are under “Exterior”.

QUESTION 94: Ref. FP101: Key Note 7 states to provide dry type sprinkler heads at covered canopy and porte cochere but the covered canopy on the north side of the building does not have this key note or show any heads. Please clarify if this is correct.

ANSWER 94: This will be updated and provided to the selected/awarded contractor within a conformed set of documents.

QUESTION 95: Ref. E102: There are several Key Notes at LULA Lift that are not defined. Please clarify.

ANSWER 95: The design intent is within the drawings. Contractor shall have their F.P. subtrade perform engineered shop drawings for the design engineer to review and confirm for compliance.

END OF ADDENDUM #1