260720 - Continuation Sheet - CLFC.pdf

Continuation Sheet eProjects Work Order Number: 1894552

Construction Contract Number: --

Building: --

Project Title: FY 26 Marine Corps Barracks – Repair by Replacement MCB Camp Lejeune – French Creek, Jacksonville, NC

Date: 20 July 2026

PART 3A – PROJECT PROGRAM:

REVISE the following:

D30 HVAC – General System Requirements

Add the following: Outside design conditions must follow the most stringent between the values stated in the RFP and the values stated in MCBCL Mechanical Design Guide document in Part 6.

For Ventilation and Exhaust requirement follow ASHRAE standard 62.1 version 2025

For Energy related requirements follow ASHRAE 90.1 version 2019.

D305006 Packaged Units

Add the following sentences to the end of the section: “Provide factory installed/provided controls covers for all PTAC/PTHP unit controls/thermostats to minimize/eliminate access to the controls of the unit and to help prevent damage to the unit. Provide Ligature- proof covers for all PTAC/PTHP units to help prevent damage to the unit.”

PART 3B – PROJECT PROGRAM:

3.2.1.6 Dumpster Pad and Enclosure

Revise The second sentence “Conceal dumpsters with a decorative, gated structure in accordance with Camp Lejeune BEAP provided in Part 6,” to the following: “Ensure dumpster accessibility for front loading trash trucks, in accordance with the MCB Camp Lejeune Civil Design Guide and the Camp Lejeune BEAP requirements provided in Part 6.”

3.2.1.15 Permits

Revise Add the following sentence to the end of paragraph: “Ensure areas are captured within the NCDEQ approved erosion control limits of disturbance.”

G2010 Roadways

Revise The sentence “Provide bituminous concrete or Portland cement concrete (PCC) roadways at the discretion of the Designer of Record.” with the following “Provide bituminous concrete or Portland cement concrete (PCC) roadways in accordance with

Camp Lejeune PWD Civil Design Guidance”.

Remove The paragraph “A subsurface drainage system must be provided in all roadway areas. The subsurface drainage system must consist of as a minimum weep holes in all drainage structures and perimeter underdrain or strip drains designed such that the aggregate base and sand subbase layers remain in a drained (i.e. unsaturated) condition during service.”

G201003 Paved Surfaces

Revise The paragraph “Recycled asphalt pavement material may be used in bituminous concrete mixtures in accordance with guidelines outlined by in the latest edition of North

Carolina Department of Transportation (NCDOT) Standards Specifications for Roads and Structures.” to read “The use of recycled asphalt pavement is not permitted.”

G202001 Bases & Subbases

Revise The sentence “Crushed concrete meeting specified gradation for aggregate base or subbase courses may be used upon Engineer of Record (EOR) and

Contracting Officer approval” to read “The use of crushed concrete is allowed under sidewalks but not under paved roadways.”

G202003 Paved Surfaces

Revise The paragraph “Recycled asphalt pavement material may be used for bituminous concrete pavement (as permitted by the SHS).” to read “The use of recycled asphalt pavement is not permitted.”

G205005 Plantings

Revise The sentence “Provide 3 inches of double shredded hardwood mulch over weed control fabric at planting beds.”, to the following: “Provide rock mulch over weed control fabric in all landscape planting beds in lieu of hardwood mulch, in accordance with the MCB Camp Lejeune Civil Design Guide in Part 6.”

Revise The sentence “Encompass planting beds not used for bioretention filters with steel edging except where beds abut walls or sidewalks.”, to the following: “Provide landscape edging around all planting beds not utilized as bioretention filters, except where planting beds are adjacent to walls or sidewalks, in accordance with the MCB Camp Lejeune Civil Design Guide in Part 6.”

Add “Provide a mow strip around facilities to minimize maintenance and damage, in accordance with the MCB Camp Lejeune Civil Design Guide in Part 6.”

G30 Site Civil/Mechanical Utilities

General System Requirements

Revise The sentences “Utility line and utility structure excavations made in existing pavement areas must be completely backfilled to the aggregate base/subbase course elevation using excavatable flowable fill meeting NCDOT specifications” with the following “Open cuts of existing roadways or parking lots for installation of new utilities is not allowed. Utilities will be installed by boring under these surfaces. No existing roadway or parking lot open cuts for removal of existing utilities; cut, cap & fill abandoned section with flowable fill”.

PART 6 – ATTACHMENTS:

Attachment D14 Specification 23 05 93

Revise Section 3.1.1 to “100% of duct required for DALT”