P1043 Amend 0003_Narrative.pdf

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Attached to
P1043 Water Treatment Plant Replacement, MCB, Camp Lejeune, NC
Solicitation number
N4008521R0052
Issued by

About this file

This amendment modifies an existing solicitation for a water treatment plant replacement project on Marine Corps Base Camp Lejeune in North Carolina. The project constructs an 8 million gallon per day membrane filtration water treatment facility to enable compliance with current and future drinking water regulations and address potential saltwater intrusion issues. Revisions include replacing general notes and equipment tags on design drawings, modifying language in specification sections covering service piping, laboratory equipment, process piping, and membrane systems. Required membrane elements must be from a manufacturer with at least three operating municipal nanofiltration plants over 5 million gallons per day capacity and 5 years of experience in the United States.

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AMENDMENT 0008.pdf PDF
AMENDMENT 0007.pdf PDF
AMENDMENT 0006.pdf PDF
REPOST AMENDMENT 0004 - P1F198_1.PDF PDF
AMENDMENT 0005.pdf PDF
REPOST AMENDMENT 0004 - P165D9_1.PDF PDF
REPOST AMENDMENT 0004 - P1043__1.PDF PDF
P1043 Amend 0005_Narrative.pdf PDF
REPOST AMENDMENT 0004 - P1043__4.PDF PDF
REPOST AMENDMENT 0004 - P1043__3.PDF PDF
REPOST AMENDMENT 0004 - P1043__2.PDF PDF
AMENDMENT 0004.pdf PDF
Amendment 0004 - P1043-1.pdf PDF
Amendment 0004 - P1043 -3.pdf PDF
Amendment 0004 - P1F198-1.pdf PDF
Amendment 0004 - P1043-4.pdf PDF
Amendment 0004 - P11F25-1.pdf PDF
P1043 Amend 0004_Narrative.pdf PDF
Amendment 0004 - P165D9-1.pdf PDF
Amendment 0004 - P1043 Amend 0003_Drawings_DP111.pdf PDF
Amendment 0004 - P11A90-1.pdf PDF
Amendment 0004 - P1043-2.pdf PDF
Amendment 0004 - P10384-1.pdf PDF
Amendment 0004 - P1043_FinalDrawings_Vol_36_6_BLDG209_HYPO_1999_22x34.pdf PDF
P1043 Amend 0003_Drawings_Civil.pdf PDF
AMENDMENT 0003.pdf PDF
P1043 Amend 0003_Drawings_Plumbing.pdf PDF
P1043 Amend 0002_Narrative.pdf PDF
P1043 Amend 0002_Drawings_Arch.pdf PDF
P1043 Amend 0002_Drawings_Civil.pdf PDF
Amendment 0002 Site Visit Sign-in Sheet.pdf PDF
AMENDMENT 0002.pdf PDF
AMENDMENT 0001.pdf PDF
AMEND 0001 Attachment H - 00 22 13 00 20.pdf PDF
Attachment H - 00 22 13.00 20.pdf PDF
CampLejeuneVolume1_FinalSpecs_S and S.pdf PDF
796455_P1043_FinalDrawings_Vol_22.pdf PDF
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796455_P1043_FinalDrawings_Vol_13b.pdf PDF
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CampLejeuneVolume3_FinalSpecs_S and S.pdf PDF
Attachment C - Construction Experience Data Sheet.docx DOCX document
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796455_P1043_FinalDrawings_Vol_5.pdf PDF
796455_P1043_FinalDrawings_Vol_16.pdf PDF
N4008521R0052.pdf PDF
Attachment A - PPII log.doc DOC document
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Text version

N4008521R0052

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

AMENDMENT 0003

CONTRACT DRAWINGS

NAVFAC Drawing No. 12771726 (CS103), 12771737 (CS114), 12771935 (P-911), 12772041 (P-131), 12772042 (P-132), 12772044 (P-431), 12772051 (P-931), 12772053 (P-933), 12772185 (P-191), and 12772187 (P-991) are revised as of June 22, 2021. These revised drawings accompany this Amendment.

NAVFAC Drawing No. 12771651 (G-016)

To the end of the Plumbing General Notes, ADD the following:

“21. COPPER TRAP PRIMER PIPING 1/2-INCH DIAMETER OR LESS MAY BE ENCASED IN

STRUCTURAL SLABS. IF PIPING IS RUN BELOW BOTTOM OF SLAB, CONCRETE ENCASE PER

DETAIL A4/S-803. ALL ENCASED COPPER PIPING SHALL BE BAGGED IN POLYETHYLENE

SLEEVE. DO NOT ATTACH OR PLACE COPPER PIPING IN DIRECT CONTACT WITH SLAB

REINFORCING STEEL.”

NAVFAC Drawing No. 12771933 (P-111)

REPLACE General Sheet Note 4 in its entirety with the following:

“4. CONCRETE ENCASE PIPING UNDER SLAB, SEE STRUCTURAL DETAIL A4/S-803.”

NAVFAC Drawing No. 12771962 (D-322)

At drawing coordinate B3, REPLACE the equipment tag “20DF-FV 41012” with “20MP-FV 41012”.

At drawing coordinate B4, REPLACE the equipment tag “20DF-FV 41011” with “20MP-FV 41011”.

NAVFAC Drawing No. 12771969 (S-133)

REPLACE Sheet Keynote 15 in its entirety with the following:

“15. CONTRACTOR DESIGNED FRP STAIRS AND RAILING TYP OF 8.”

NAVFAC Drawing No. 12772043 (P-331)

REPLACE General Sheet Note 2 in its entirety with the following:

“2. CONCRETE ENCASE PIPING UNDER SLAB, SEE STRUCTURAL DETAIL A4/S-803.”

NAVFAC Drawing No. 12772045 (P-432)

REPLACE General Sheet Note 3 in its entirety with the following:

“3. CONCRETE ENCASE PIPING UNDER SLAB, SEE STRUCTURAL DETAIL A4/S-803.”

NAVFAC Drawing No. 12772049 (P-602)

Last row of table (Tag LP-4), DELETE row in its entirety.

NAVFAC Drawing No. 12772056 (M-134)

DELETE all section cut symbols on this sheet.

NAVFAC Drawing No. 12772060 (M-601)

AIR OUTLETS AND INLETS Schedule

Second row of table (Tag CD1-2), DELETE row in its entirety.

NAVFAC Drawing No. 12772072 (D-132)

At drawing coordinate D3, REPLACE the equipment tag “40LCP01” with “40LCP61000”.

NAVFAC Drawing No. 12772132 (P-151)

REPLACE General Sheet Note 5 in its entirety with the following:

“5. CONCRETE ENCASE PIPING UNDER SLAB, SEE STRUCTURAL DETAIL A4/S-803.”

NAVFAC Drawing No. 12772134 (P-952)

REPLACE General Sheet Note 4 in its entirety with the following:

“4. CONCRETE ENCASE PIPING UNDER SLAB, SEE STRUCTURAL DETAIL A4/S-803.”

NAVFAC Drawing No. 12772135 (M-151)

At drawing coordinate B4, adjacent to equipment tag 50-EF-1, REPLACE the keynote callout “ 5 “ with callout “ 6 ”.

At drawing coordinate A5, adjacent to equipment tag 50-EF-2, REPLACE the keynote callout “ 5 “ with callout “ 6 ”.

CONTRACT SPECIFICATIONS

SECTION 33 52 10 SERVICE PIPING, FUEL SYSTEMS

1.6 PROJECT/SITE CONDITIONS

REPLACE paragraph 1.6 in its entirety with the following:

“1.6 PROJECT/SITE CONDITIONS

Fuel required for the testing, flushing and cleaning efforts, as specified in this section, will be provided and delivered by the Contractor. Do not flush, clean, or test any system with fuel or liquid not intended for final system operation.”

SECTION 11 53 00 LABORATORY EQUIPMENT AND FUME HOODS

2.3 LABORATORY SERVICE FIXTURES

DELETE subparagraph 2.3.3 Laboratory Vacuum Cock Supply, LP-4 in its entirety.

SECTION 40 05 13 PIPELINES, LIQUID PROCESS PIPING

Supplement 1, Pipe Schedule

On Page 4, REPLACE the row for Service/Flow Stream “Filter Backwash Supply/Filter Backwash Waste/Filter to Waste” in its entirety with the following:

On Page 5, REPLACE the row for Service/Flow Stream “Liquid Lime” in its entirety with the following:

SECTION 43 32 56 MEMBRANE SYSTEM

2.4 MEMBRANE ELEMENTS

To the end of subparagraph a., ADD the following:

“3. Supplied membranes shall treat water with the water quality listed in Table 2 (Supplement 1) and produce a permeate meeting the requirements listed in Table 4 (Supplement 3).

4. Supplied membranes shall be from a membrane element manufacturer that has at least three operating municipal water treatment nanofiltration membrane plants using the proposed membranes that have been operating for at least 5 years and a permeate production capacity of at least 5 million gallons per day within the United States.”

- End of Amendment -

Maximum Operating

Test

ELDI EXP/ENC

FBS = dark blue, FBW = lt. brown, FTW = lt. brown

Heat trace and insulate outdoor, exposed, pipes 8-inches diameter and smaller.

HDPE BUR --

Provide restrained HDPE to DI couplings at all transitions in piping material.

60 H

Material Installation

Pipe Schedule

Color Code Remarks

Pressure (psig)

Service/Flow Stream Legend Size

(inches)

FBS/FBW/FTW

Filter Backwash Supply/Filter

Backwash Waste/Filter to

Waste

All 40

Maximum Operating

Test

All PVC EXP 80 120 H per 10 State

Standards

In chemical storage area and chemical feed room

EXP/BUR 80 120 H --

Liquid Lime starting immediately downstream of metering pump skid to the injection point. Heat trace and insulate outdoor exposed piping.

Material Installation

Pipe Schedule

1" Fluoropolymer tubing inside 2-inch PVC conduit

Color Code Remarks

Pressure (psig)

Liquid Lime LL

Service/Flow Stream Legend Size

(inches)

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