Summary_ADD_0001_2015-11-13.pdf

7601 Jefferson NE, Suite 100 / Albuquerque, NM 87109 / 505.761.9700 / dpsdesign.org

Addendum

Addendum No.: 001 Date: 11-13-2015

Project: Fort Yuma Health Care Center Project No.: 08-0110 / 15-0020

From: Dekker/Perich/Sabatini 7601 Jefferson St. NE, Suite 100 Albuquerque, NM 87109

To: Michael Young

This Addendum forms a part of the Bid Documents and modifies the Bid Documents issued by Dekker/Perich/Sabatini (D/P/S) and dated 10/15/2015. Acknowledge receipt of this Addendum on the Bid Form. Failure to do so may subject the Bidder to disqualification. All other provisions of the Bid Documents shall remain unchanged. This Addendum contains a total of 58 8 ½”x11” pages and (1) E sheets.

1. Sheet S001 – Foundation Notes: Note 1.A. references a geotechnical investigation dated June

26, 2015, however, the geotechnical investigation provided in the solicitation downloads is dated

June 23, 2015 (draft).

a. The final report is included as part of this addendum, together with a clarifying statement as to an error contained in that report.

2. The foundation recommendations stated on Sheet S001 and as shown on Sheet S002, Details A1 and A2 appear to be inconsistent with the geotechnical report dated June 23, 2015 (draft).

Particularly, there is no mention in that report of the 1.5 meters of structural fill with Tensar

Triax TX Geogrid as shown on Sheet S002. The June 23, 2015 (draft) report similarly appears to be inconsistent with specification Section 31 23 00, Paragraph 3.4.

a. S001 has been revised and included as part of this addendum.

b. Specification 31 23 00 has been revised and included as part of this addendum.

3. There also appears to be a conflict between the foundation notes, Sheet S001 and specification

Section 31 23 00, Paragraph 3.4.D regarding ASTM compaction testing methods. The foundation notes, Paragraph E.1 specifies compaction in accordance with ASTM D1557 while

Paragraph 3.4.D specifies ASTM D698. The geotechnical report Paragraph 8.5 also specifies

ASTM D1557. Achieving compaction complying with ASTM 1557 (modified proctor) can be extremely costly and difficult to achieve. We recommend following standards as specified in

ASTM D698.

a. Specification 31 23 00 has been revised and included as part of this addendum.

4. Sheet A032, Note 35 – Precast concrete bollard with light per Sheet E031. Sheet E031 shows fourteen (14) JJ bollard lights (Gardco BM834), which is four (4) less than shown on Sheet

A032. Additionally the Gardco BM834 lights are not precast. Please advise.

Amendment 4 - 15-102-SOL-00009

7601 Jefferson NE, Suite 100 / Albuquerque, NM 87109 / 505.761.9700 / dpsdesign.org

a. Provide lit bollards as indicated on A032. Sheet E031 will be revised via addendum to include the 4 lit bollards to match A032.

b. Revise keynote #36 on A031 and #35 on A032 to read:

BOLLARD WITH LIGHT, SEE E031.

c. Revise keynote #34 on A032 to read: BOLLARD, SEE SPECIFICATION 12 93 00 SITE

FURNISHINGS.

5. Sheet A032, Note 34 – Precast bollards are called for but there is no detail. The rendering on the front cover of Volume One, shows what looks like steel bollards. Please provide a detail or specify the desired bollard.

a. Revise specification 12 93 00-2.7-A to:

A. Basis-of-Design Product: Subject to compliance with requirements, provide Gardco/Philips BRM 824 unlit, finish to match lit Gardco bollard or a comparable product by one of the following:

1. Canterbury International.

2. Columbia Cascade Company.

3. FairWeather Site Furnishings.

4. Maglin Furniture Systems Ltd.

5. Urban Accessories, Inc.

6. Sheet M403, Note 12, references sheet A033 for the sump detail. However, there is no sump detail shown on A033, just a description. Please provide a detail.

a. Sump to be precast, premanufactured holding tank, non traffic rate, Jensen Precast HS series or equal. See keynote 18 on A033.

7. Sheet S001 – Note 6D, Vapor retarder, specifies 10 mil Stego Wrap. Specification Section 07 26

00 Part 2, Paragraph 2.1 specifies 15 mil Stego Wrap. Please advise. Our opinion is that the

Stego Wrap should be 15 mil minimum.

a. The vapor retarder to comply with the specifications, see 07 26 00. S001 has been revised and included as part of this addendum.

8. Expansion index requirements are provide for select fill, however there are no expansion index requirements and only a PI of less than 50 for the 1.5 meter thick compacted structural fill material shown on details A1 and A2/S002. Please advise if there will be any expansion index requirements provided for the structural fill material.

a. Refer to letter of clarification from Nicklaus Engineering and revised drawings and specifications included with this addendum.

All other provisions of the Contract Documents shall remain unchanged. This addendum is hereby made a part of the Contract Documents to the same extent as those provisions contained in the original documents and all itemized listings thereof.

End of Addendum

Amendment 4 - 15-102-SOL-00009