Amendment 0006_Continuation Sheet 2 July 2020.pdf

CONTINUATION SHEET

Section 34 11 00 RAILROAD TRACK AND ACCESSORIES

2.10.4 INSULATED JOINTS

Replace the text in this section with the text below:

“Insulated joints shall conform to applicable portions of Chapter 4, Part 2 of AREMA Engineering

Manual.”

2.10.4.1 INSULATED JOINT BARS

Replace the text in this section with the text below:

“Insulated joints shall consist of a pair of 6-hole polyurethane bonded joint bars. The bars shall be one-piece polyurethane bonded. Tensile strength shall be a minimum of 105,000 psi. Flexural strength shall be a minimum of 125,000 psi, compressive strength shall be a minimum of 72,200 psi. Dielectric strength shall be 750 volts/mil at 50% RH and 72 degrees F. A pair of 6 hole polyurethane bonded insulated joint bars, l insulating end post, and 6 button-head-oval neck track bolts, nuts and washers, shall all furnished in a kit package.”

Document 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

On NAVFAC Dwg. No. 12805221 (C5071)

Detail C1: Added “NOTE 4. DOWEL SIDEWALK INTO BUILDING FOUNDATION AT

OPENINGS. PROVIDE 8” THICKENED SLAB AT DOWELS – SEE STRUCTURAL FOR

DOWEL SIZING AND SPACING.”

Detail D2: Added “NOTE 1. DOWEL PAVEMENT INTO BUILDING FOUNDATION AT

OPENINGS. PROVIDE 8” THICKENED SLAB AT DOWELS – SEE STRUCTURAL FOR

DOWEL SIZING AND SPACING.”

On NAVFAC Dwg. No. 12805316 (D1032)

Detail C1: Remove linework callout for “52784 OIL WATER SEP”.

On NAVFAC Dwg. No. 12805329 (C1032)

Keynote 17: At end of Keynote, add “PRIOR TO WORK BEGINNING ON THE RAILCAR SITE.

PROPANE TANKS TO REMAIN ACTIVE UNTIL NEW DLA SITE IS OCCUPIED.”

On NAVFAC Dwg. No. 12805328 (C1022) and 12805329 (C1032)

Keynote 19: At the end of Keynote, add “INCLUDING ALL POSTS AND POST

FOUNDATIONS.”

On NAVFAC Dwg. No. 12805366 (R1112)

Note 14: Replace “UP Standard For Sliding Wheel with Derail Crowder Detail 2007F” with “UP

Standard For Sliding Wheel with Derail Crowder Detail 2007G”

The following drawings are revised as of 29 June 2020 and 30 June 2020:

NAVFAC DWG NO. TITLE

12805237 Structural, Typical Details, Revised 6/29/2020

12805328 Civil, Demolition Plan, Revised 6/30/20

12805329 Civil, Demolition Plan, Revised 6/30/20

12805330 Civil, Demolition Plan, Revised 6/30/20

12805340 Civil, Overall Grading and Drainage Plan, 6/30/20

12805341 Civil, Grading and Drainage Plan, 6/30/20

12805342 Civil, Grading and Drainage Plan, 6/30/20

12805343 Civil, Grading and Drainage Plan, 6/30/20

These revised Drawings accompany this Amendment

Section 02 41 00 DEMOLITION

3.1 EXISTING FACILITIES TO BE REMOVED

Add paragraph at the end of this section with the text below:

“Equipment, totes, crates and other items not shown as to be removed in the plans will be re-used by the government at the new DLA site. Additionally, there are items located within the existing buildings that require removal. Relocation of these items will be done by the government, prior to construction at this site.”

3.3.1 TITLE TO MATERIALS

After the text “Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property”, add the text below:

“Any other items in the buildings and on the site to be maintained by the Government will be removed prior to construction at the respective sites”

Section 01 14 00 WORK RESTRICTIONS

1.3 SECURITY REQUIREMENTS

Delete this paragraph in its entirety.

Section 01 33 29 SUSTAINABILITY REPORTING

Appendix 4 ML DESIGN & CONSTRUCTION ENVIRONMENTAL COMPLIANCE

GUIDELINES

Delete this appendix in its entirety.