Question_Response.docx

Questions and Answers Copper Canyon Entry and Parking Lot

AG-94TZ-S-11-0025

1. Per sheet 2 of 7, only 1 picnic site of 4 is shown to have a concrete slab.

There are 4 picnic sites. Only 1 will have concrete slab for accessibility. The rest will be on gravel.

2. Sheet 2 of 7 shows 2 shelters. Sheet 4 of 7 shows 4 shelters. Please advise and confirm they are the Mesa Model.

Per Section 13600 in the Specifications, the shelters shall be equal to Mesa Model manufactured by Classic Recreation Systems, Inc. There will be 4 shelters needed for the project.

3. For the above Solicitation, are you only accepting fax proposals or can I send you a hard copy (along with the Bid Bond) via FedEx?

You may e-mail, fax, hand deliver, or mail the proposal, but the original bid bond must be send as a hard copy.

4. Section 7.0 on page 6 and 7 of the specifications refers to donated items. Should the contractor's pricing reflect the cost savings of the donated items?

It is up to you how you would like to show the donated items in your proposal. You can show as cost savings or you can propose on just the quantities that you will need to buy while taking into account that you will be using donated items as well.

5. Is the quantity of the 4" crushed aggregate surface course required for the entry road included in the item Number 3, "Aggregate Base, Parking", on the schedule?

Yes, it is included

6. First off on detail sheet Construction Details 2, the “horse hitching post detail” it says 2 3/8” galvanized steel post but it does not give a wall thickness.

The tubular steel should be 16 gauge.

7. Lastly on the Parking Lot Plans it talks about a 2 rail pipe fence but there are no details or specs on it.

In the Specs - Section 01500 Part 1.06 Work by Others, it lists all the work that will be provided by others and not included in contract. This includes the pipe rail fencing.

8. The parking lot plan, sheet 4 of 7, provides finish elevations but no existing elevations. Are existing elevations available for the parking lot?

The contour labels showing elevations were mistakenly left off the plans. A new sheet 4 of 7 will be provided.

9. The CXT Toilet/Ramada details shown on sheet 7 of 7. No depth is provided on the excavation for vault and toilet building. Is an excavation dept for the toilet building available?

A revised sheet 7 of 7 will be provided. The details for the toilet building including the vault dimensions will be added.

10. Can the thickness of the rip rap be verified? Sheet 4 of 7 specifies D50=6" rock at the parking lot drainage ditch. The culvert rip rap plan detail on sheet 5 of 7 specifies D50=9"-12" rock at the culvert ends. No rip rap thickness is specified at either location.

The depth is approximately 6" for the parking lot drainage ditch and approximately 9 to 12" at the culvert ends.