1748123Amendment0006.pdf
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- Attached to
- N4008526R0037 P1574/P1591/P1592 MCB CAMP LEJEUNE
- Solicitation number
- N4008526R0037
About this file
This is Amendment 0006 to federal contract 1748123, a continuation sheet containing revisions to drawings and specifications for a construction project.
The amendment replaces multiple NAVFAC drawings related to erosion and sediment control, site planning, and storm sewer schedules. Specifically, it updates sediment chamber wall layouts at sand filters across numerous drawings (C-003 through CU101-C) to include orifices and reposition vinyl sheet and butt piling. New drawings being added include site location plan/haul routes/access (C-005), overall erosion and sediment control plan initial phase (C-101), and storm sewer schedules for base bid and base bid plus option configurations (CG601 and CG601-C). The specification sections being replaced are dated February 27, 2026, covering steel doors and frames (08 11 13), overhead coiling doors (08 33 23), paints and coatings (09 90 00), high-performance coatings (09 96 00), and metal building systems (13 34 19). Additional revisions include adding permit conditions language to Section 01 14 00 requiring contractor compliance with government-obtained permits, with permit documents provided in the appendix. The amendment modifies steel deck and metal building system sections to reference high-performance coatings for exposed deckling in Boiler 121, Mechanical 122, and Bid Option 123. Section 31 00 00 on earthwork is updated to clarify borrow material sourcing requirements including geotechnical and environmental testing. Concrete pavement field technician requirements are removed entirely. Stormwater utilities specifications are revised to mandate ASTM C478/C478M compliance for precast concrete structures and ASTM C923/C923M for resilient pipe-to-structure connectors.
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Text version
1748123 Amendment 0006
CONTINUATION SHEET
1592 DRAWINGS
On NAVFAC Drawing No. 12904553] (GI002)
REPLACE the following drawings in the DRAWING INDEX under the corresponding discipline and drawing number. These drawings accompany this Amendment.
C-005 [12904567] SITE LOCATION PLAN/ HAUL ROUTES/ ACCESS
C-101 [12904568] OVERALL EROSION AND SEDIMENT CONTROL PLAN INITIAL
PHASE
CG601 [12904588] STORM SEWER SCHEDULE – BASE BID
CG601-C [12904589] STORM SEWER SCHEDULE – BASE BID + BID OPTION
C-501 [12904594] EROSION & SEDIMENT CONTROL NOTES
C-502 [12904595] EROSION AND SEDIMENT CONTROL DETAILS
C-503 [12904596] EROSION AND SEDIMENT CONTROL DETAILS
On NAVFAC Drawing No. [12904565] (C-003)
REPLACE sediment chamber wall layout at sand filter with layout that includes orifices and repositions vinyl sheet and butt piling.
On NAVFAC Drawing No. [12904566] (C-004)
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. [12904569] (C-102)
On NAVFAC Drawing No. [12904570] (C-102-C)
On NAVFAC Drawing No. [12904805] (CS003)
On NAVFAC Drawing No. [12904806] (CS003-C)
On NAVFAC Drawing No. [12904578] (CS101)
On NAVFAC Drawing No. [12904579] (CS101-C)
On NAVFAC Drawing No. [12904808] (CG001)
On NAVFAC Drawing No. [12904809] (CG001-C)
On NAVFAC Drawing No. [12904583] (CG101)
On NAVFAC Drawing No. [12904584] (CG101-C)
On NAVFAC Drawing No. [12904811] (CU001)
On NAVFAC Drawing No. [12904812] (CU001-C)
On NAVFAC Drawing No. [12904590] (CU101)
On NAVFAC Drawing No. [12904591] (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.”
ADD the permit documents that accompany this Amendment.
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.”
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 .