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LOWER VALLEY TRANSFER STATION RESPONSE TO RFI QUESTIONS - August 1, 2024 SECIPM DATE RECIEM If M QUESMN MPOWA Spec section (13 34 19 2.2 A 2) calls out cross bracing as indicated on plans, but I cannot find any Gridlines 1.1 & 9.1 require (4) braced frames each. The frame locations are 13 34 19 7/17/2024 19 bracing locations on the plan set. Please provide bracing locations as (13 34 19 2.3 D 1 a) does not flexible, but need to be at interior bays, within grids BA to G.I. Coordinate allow for bracing anywhere other than locations shown on drawings. the locations with architectural and mechanical to avoid any clashes. Window Type 5: Vinyl is specified. Provide full divided lite mullions per manufacturer standard details at interior horizontal and vertical. -- 7/17/2024 20 Can Window Types 5 & 6 be fiberglass? Window Type 6: Provide HM frame as detailed with horizontal and vertical mullions as detailed Fiberglass frames can be substituted with an approved substitution request. Transaction windows (Window Types 4A & 4B) are per spec section 08 56 59 08 56 59 7/17/2 7/17/2024 21 Do window t types 4A & 4B / transaction windows correspond to spec? Motorized Service Window. Where does simple saver system go inside the PEMS structures and what is required thickness in Simple saver system to be used in areas where there is exposed insulation. roof and walls, if required? R-49 is called out in specs (13 34 19 2A A 2 b). PEMB wall details show This includes rooms in the MRW as well as the Electrical and Mechanical 133419 7/17/2024 22 no insulation (A_A009 Detail 3). Is bird flashing required in areas that are to receive simple saver Rooms in the Transfer Building. Bird flashing is not required where Simple insulation system? Saver Insulation System Is installed. PEMB Manufacturer will not allow stainless steel fasteners due to rust and corrosion of materials. PEMB Manufacturer's corrosion resistant fasteners will be reviewed during -- 7/17/2024 23 Are PEMB Manufacturer's standard fasteners acceptable or can we not bid using the PEMB PEMB submittal review and approved. Manufacturer if they won't allow stainless steel fasteners? Wall panel profiles are not consistent between plans and specs. Please provide profile for PEMB wall panels. Specs (13 34 19 2.7 A 8) notes eStylwall 11- Flutes 4 IN wide flutes. Plans (1 A902 The profiles in the drawings are the Basis of Design. Detail 1 in sheet 1_A902 13 34 19 7/17/2024 24 detail 1) WPI, WP2, and WP3 to be PBR/R. Panel. Please clarify what wall panel profile you shown profile views. require. If there is more than one panel profile specified, please provide locations. Specs for the Transfer Station PEMB lean-to structure appear to be requesting the design, Lean-to is to be designed by PEMB Manufacturer. Steel stud framing is shown -- 7/17/2024 25 engineering, and materials for the lean-to to be provided by PEMB Manufacturer, but the plans to indicate general design intent including insulation, and energy code show a steel stud framed structure, independent of the main PEMB. Please confirm the lean to is requirements. Stud framing is not required. to be designed by PEMB Manufacturer and clarify if it is required to be steel stud framed, Minimum clear height of the Transfer Station PEMB is called out at 28'-6" in plans and 30'-0" in 2816' -- 7/17/2024 P6 specs. Which is accurate? -- 7/18/2024 27 Are there 3 scales in this project? 2 scales as shown on sheet C3. Are the two 70' scales to be above ground or in ground scales? If above ground, do they want side Above -- 7/18/2024 28 rails included with the scale? ground, side rails required. -- 7/18/2024 29 For concrete or steel deck option, do they want to see pricing for both options? Concrete deck required. Specifications revised in Addendum No. 2 It looks like the load cell spec for the Part 2 80' scale calls for digital load cells. while the spec for Per Part 1.4.H, the load cell should be stainless steel. Revised in Addendum it 1405 7/19/2024 30 load cells for the Part 1 scales mentions stainless steel and integration with the scales, but no other spec No. 2. It looks like the only scale instruments specified are the scale indicators and the remote displays (Matko OAE), with a requirement to interface to Paradigm. Is that correct? 1 see a note about Yes, scale instrument specified are the scale indicators and remote displays, 11 14 05 7/18/2024 31 installing unattended enclosures, my assumption is that this is equipment supplied by the county No unattended enclosures. Revised in Addendum No. 2. for the contractor to install? With the 10 year warranty including damage due to surge voltage and lightning, and specifying 10 year warrant Is required per Part 1.9, and the lightning protection is 11 14 05 7/18/2024 32 that it is not complicated, have you seen their example that they are pointing to in this spec required per Part 2.8, section (2.8)7 -- 7/19/2024 33 Under the item for Clearing and Grubbing, you require 6" of removal to stockpile. Is that quantity 6" thick toposoil removal is included in the Clearing and Grubbing bid item. of material included in the items associated with 'unsuitable soil' removal? Can you identify on the plans where the unsuitable material and grubbed material will be Addendum No.2 includes a site plan showing the stockpile location of the stockpiled on site? Specific area on site with dimensions or drawn to scale and general unsuitable material, top soil, and grubbed material on site. The proposed -- 7/19/2024 34 description of how it is to be left upon completion? It will be a massive pile that could require location is located north of the contractor staging, west of compost, and the additional work to stack if confined in a small area or grade flat if required. contractor must avoid the wetlands. The contractor shall perform a topographic survey for each unsuitable soil In Addendum 1, note 1.17, you brought up the fact that we will have to slope the deep removal area prior to starting excavation. Once the excavation Is complete, -- 7/19/2024 35 excavations for the unsuitable soils at a 1.5:1. Can you confirm that the sail removed for the the contractor will perform a final topographic survey and will be paid based sloping will be quantified and included in the paid quantity for Bid Item tt6? And the earth on the soil removed and topographic surveys. Common fill will be calculated removed in those slopes will be replaced with material quantified as 'common fill'? using the same methodology. -- 7/19/2024 36 Will there be any additional Contract Time added with the acceptance of Additive Alternate items? No additional time will be added to the contract. There is a spec sectton 1312 00 for Preassembleed Modular Buildings, but we cannot locate this Preassembled modular building is shown on Sheet C3, and it is called out as 131200 7/19/2024 37 building on site. Please advise. "Office Trailer" in the compost area. I don't see a spec on the asphalt paving for the project. You just have a description on how you Yes, specification on the asphalt paving for the project is included In -- 7/19/2024 38 are paying for the bid item. The soils report tells me what soil to use. Is there going to be another Addendum No. 2. addendum? 111405 I/19/2024 39 In section 1.4 A & e, it notes two 70' x 11' scales, concrete or steel deck, with no manufacturer Unitec scale or approved equal. s ecified. 11 14 05 7/19/2024 40 In section 2.2 A, it notes a Unitec scale or approved equal. Unitec scale or approved equal. Both scales are above ground concrete deck. 70' in length is required. Revised 111405 7/19/2024 41 In section 2.2 e, it says one 80' x 10' low profile above ground concrete deck scale. in Addendum no. 2 072270 7/14/2024 42 We cannot find any reference to the roof anchor posts on the drawings (spec section 07 22 701, No roof anchor posts to be provided. Delete spec section 07 22 70. Please provide quantity and locations. 084110 7/19/2024 43 Please provide a spec for the aluminum entrance doors for the scale house and admin building. Specification 08 41 10 is added to Addendum No. 2. 10 26 01 7/19/2024 44 Spec section 10 26 01 indicates corner guards, but none are shown on the plans. Please clarify. Delete Specification Section 10 26 01 Wail and Corner Guards. There are no flag poles on the project. Delete Specification Section 10 75 00 10 75 00 7/19/2024 45 Please indicate the location and quantity of flag poles on the drawings. Flagpoles. 8/1/2024