1748122Amendment0006.pdf

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Attached to
N4008526R0037 P1574/P1591/P1592 MCB CAMP LEJEUNE
Solicitation number
N4008526R0037
Issued by

About this file

This is Amendment 0006 to a federal contract (1748122) that modifies drawings and specifications for a construction project involving stormwater management and building systems work.

The amendment replaces multiple NAVFAC drawings related to erosion and sediment control plans, sand filter details, and storm sewer schedules. Specifically, it updates sediment chamber wall layouts across numerous drawing sets (C-004, C-102, C-102-C, CS003, CS003-C, CS101, CS101-C, CG001, CG001-C, CG101, CG101-C, CU001, and CU001-C) to include orifices and reposition vinyl sheet and butt piling. The amendment also replaces specification sections for steel doors and frames, overhead coiling doors, paints and coatings, high-performance coatings, and metal building systems, all dated February 27, 2026. Additional specification modifications add requirements for high-performance coatings on exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123, and revise requirements for contractor-furnished borrow areas to require submission of borrow plans with geotechnical and environmental test results. The amendment removes Section 09 97 13.27 for high-performance coating for steel structures, eliminates field technician requirements from the concrete pavement section, and updates stormwater utility specifications to require precast concrete structures conforming to ASTM C478/C478M with flexible rubber-type gaskets and resilient pipe-to-structure connectors manufactured per ASTM C923/C923M. Permit documents accompany the amendment for contractor familiarization and compliance.

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1748122 Amendment 0006

CONTINUATION SHEET

P1591 DRAWINGS

On NAVFAC Drawing No. [12904259] (GI002)

REPLACE the following drawings in the DRAWING INDEX under the corresponding discipline and drawing number. These drawings accompany this Amendment.

C-005 [12904274] SITE LOCATION PLAN/ HAUL ROUTES/ ACCESS

C-101 [12904275] OVERALL EROSION AND SEDIMENT CONTOL PLAN INTIAL

PHASE

CG503 [12904304] SAND FILTER DETAILS

CG506 [12904540] DETAILS

CG601 [12904307] STORM SEWER SCHEDULE – BASE BID

CG601-C [12904308] STORM SEWER SCHEDULE – BASE BID + BID OPTION

C-501 [12904318] EROSION & SEDIMENT CONTROL NOTES

C-502 [12904319] EROSION AND SEDIMENT CONTROL DETAILS

C-503 [12904320] EROSION AND SEDIMENT CONTROL DETAILS

On NAVFAC Drawing No. [12904273] (C-004)

REPLACE sediment chamber wall layout at sand filter with layout that includes orifices and repositions vinyl sheet and butt piling.

On NAVFAC Drawing No. [12904276] (C-102)

REPLACE sediment chamber wall layout at both sand filters with layout that includes orifices and repositions vinyl sheet and butt piling.

On NAVFAC Drawing No. [12904277] (C-102-C)

On NAVFAC Drawing No. [12904536] (CS003)

On NAVFAC Drawing No. [12904537] (CS003-C)

On NAVFAC Drawing No. [12904288] (CS101)

On NAVFAC Drawing No. [12904289] (CS101-C)

On NAVFAC Drawing No. [129045338] (CG001)

On NAVFAC Drawing No. [12904539] (CG001-C)

On NAVFAC Drawing No. [12904294] (CG101)

On NAVFAC Drawing No. [12904295] (CG101-C)

On NAVFAC Drawing No. [12904541] (CU001)

On NAVFAC Drawing No. [12904542] (CU001-C)

On NAVFAC Drawing No. [12904309] (CU101)

On NAVFAC Drawing No. [12904310] (CU101-C)

SPECIFICATIONS:

PROJECT TABLE OF CONTENTS

REPLACE the following sections with the attached sections that accompany this Amendment.

08 11 13 STEEL DOORS AND FRAMES, dated Feb 27, 2026

08 33 23 OVERHEAD COILING DOORS, dated Feb 27, 2026

09 90 00 PAINTS AND COATINGS, dated Feb 27, 2026

09 96 00 HIGH-PERFORMANCE COATINGS, dated Feb 27, 2026

13 34 19 METAL BUILDING SYSTEMS, dated Feb 27, 2026

SECTION 01 14 00 WORK RESTRICTIONS

ADD the following sentence as item e:

“Permit Conditions (Pre-Award Permits Obtained by the Government): As part of the Bid, the Contractor shall familiarize himself, and shall provide all Work necessary to comply, with the applicable requirements of the permits obtained by the Government in support of the Project. Refer to Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS for additional information. For the Contractor’s convenience, copies of the permits obtained by the Government are provided in the Appendix to the specifications.

Permit requirements that are referenced but not explicitly included in the Appendix shall be assumed to be included by reference as if they were fully set forth therein.”

SECTION 05 30 00 STEEL DECKS

2.1.3 Touch Up Paint

ADD the following sentence:

“Comply with Section 09 96 00 for coatings for all exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123.”

3.2.4.1 Roof Deck

ADD the following sentence:

“Comply with Section 09 96 00 for coatings for all exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123.”

SECTION 13 34 19 METAL BUILDING SYSTEMS

2.6.1 General

ADD the following sentence:

“Comply with Section 09 96 00 for coatings for all exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123.”

3.4.2 Touch-Up Painting

ADD the following sentence:

“Comply with Section 09 96 00 for coatings for all exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123.”

DELETE the following section

09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES

SECTION 31 00 00 EARTHWORK

3.2.1 Contractor Furnished Borrow Area(s)

REPLACE entirety with the following sentence:

“Obtain approved borrow materials from approved offsite sources. If a borrow source is selected that is not a commercial entity from which soil material is directly purchased, submit a Borrow Plan that includes the borrow source location, geotechnical test results showing the fill material meets the Contract requirements, environmental test results in accordance with paragraph 1.5.1.1.2 Imported fill or offsite soil in Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS, and any Federal, State, and local permits required for excavation and reclamation of the borrow area.”

ADD the permit documents that accompany this Amendment.

SECTION 32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS

AND SITE FACILITIES

1.3.4.2 Field Technicians

REMOVE in its entirety.

SECTION 33 40 00 STORMWATER UTILITIES

Section 2.3 DRAINAGE STRUCTURES

ADD the following sentence:

“Where provided, precast concrete structures shall conform to ASTM C478/C478M.

Provide joints between precast concrete risers and tops that are made with flexible, watertight, rubber-type gaskets meeting the requirements of paragraph PIPE JOINTS.”

2.4.3 Resilient Connectors

REPLACE entirety with the following sentence:

“Provide resilient, flexible, watertight pipe-to-structure connectors for connecting pipes to manholes and inlets. Connectors shall be manufactured in accordance with ASTM C923/C923M, suitable for pipe materials and structure wall thicknesses indicated, and installed per the manufacturer’s written instructions.”

End of Amendment

File details come from the government source that posted it. Updated .