Amend 0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

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AMENDMENT NO. 0001 02/12/26 25-0029

N40085

NAVFAC Mid-Atlantic Resident Officer in Charge of Construction 1107A Birch Street Camp Lejeune, NC 28547-2521

See Item 6

✘ N40085-26-R-9012

02/05/26

25-0029 - P1625 MARSOC Storage and Training Facilities

Amendment 0001, Responses to RFI's.

This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of a proposal.

N40085-26-R-9012 Amendment 0001

CONTINUATION SHEET

1. QESTION: Clarify if one person can serve as QC, SSHO and Superintendent at each job site.

ANSWER: One person may fill the roles of Superintendent and Safety and Health Officer. If duly qualified, these positions as defined in the project specifications.

However, the Quality Control Manager must be a stand-alone position.

2. QUESTION: Is there a Basis of Design for the Training Facilities?

ANSWER: See attached in this amendment 23-0033 100% MRSG Basis of Design and 22-0047 Design Narrative documents. Note that Basis of Design and Design Narrative are the same thing although titled differently. (See Attached)

3. DELETE SECTION 01 31 50 TRANSFER AND ACCEPTANCE OF MILITARY REAL

PROPERTY 04/22 in its entirety.

REPLACE with SECTION 01 31 50 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY 09/25 (See Attached)

4. The time and date for receipt of proposals remains unchanged.

5. All other terms and conditions remain unchanged.

Practical Application Training Facility (PATF) - MARSOC

The revised project location is an undeveloped area of the MARSOC Base between Everett Creek Road and the shoreline of New River. Access to site will be from existing Everett Creek perimeter road, which will be improved and extended as part of the P-1550 SOF Marine Raider team facility consolidation projects.

The Practical Application project consists of a pre-engineered metal building with standing seam metal roof, split face CMU water table, brick and metal panel siding, translucent wall panels in areas without ceilings, monolithic concrete foundation/ floor slab, site work and utilities.

Enclosed spaces will include a classroom, storage room and unisex toilet room (1,333 sf).

Open Bay Training area (with large format ceiling fans, lighting, eye wash station, gang sink and hose bibbs) (2,700 sf) The opposite end of the Open Bay will have a 10’-0” covered awning over a gravel surface. The open perimeter of this area will have a concrete pave strip to delineate the area.

Design Criteria The following criteria references shall be used in the design of this project where they apply to the required scope of work:

1. Project RFP

2. UFC 3-201-01 - Civil Engineering

3. AASHTO Assoc. of State Highway & Transportation Officials

4. NCDOT North Carolina Department of Transportation

5. Manual on Uniform Traffic Control Devices (MUTCD)

6. NCDEQ Sediment and Erosion Control Handbook

Existing Site Conditions The project site located off Everett Creek Road is a densely vegetated heavily wooded area adjacent to steep topography extending to the shoreline.

Proposed Site Features A gravel surface area of approximately 50’ width will be provided around the perimeter of the building , enclosed by a security fence, with the conventional 30’ cleared area external to the fence reduced to 10’ width to minimize the disruption of existing vegetation to screen the facility. The total area to be disturbed is less than one acre.

The entry drive into the site will enter off the existing unpaved extension of Everett Creek Road along the fence line and proceed northeast. Screening of the building is critical, and the design team will use all attempts to screen using the natural vegetation. The configuration of the drive and final building location also has been made to assist this as much as possible. Additional evergreen rapid growth landscaping will be provided as a CLIN to supplement the existing growth and to infill open areas along the Everett Creek Road fenceline. The most effective means of determining the extent of what additional landscape screening is needed will be to include this CLIN as a separate amount which may or may not be utilized. After the site clearing and utility work are completed, and the construction of the building is in place and near completion, the overall setting may be reviewed and a determination made by the government if any or all of the CLIN should be utilized. As part of this determination, the site should be viewed in the winter months when deciduous vegetation is bare, to judge the screening effectiveness of the existing vegetation surrounding the site.

Stormwater and Erosion Control Stormwater runoff from the site will be managed through sheet flow and perimeter conveyance swales that follow existing drainage patterns. The project will be permitted under a Low-Density Stormwater Permit, with all runoff conveyed across the land surface and no subsurface conveyance required. As total land disturbance will exceed one acre, a State Erosion and Sedimentation Control Permit will also be obtained.

Site Utilities Water and sanitary utilities for the PATF have been coordinated with the proposed extension of the water and sanitary utilities which are shown on the design plans for the P1550 expansion further down Everett Creek Road, past the PATF site. These plans show (2) two 8-inch water mains extended in parallel along the south side of Everett Creek Road, tapping from the existing 8” water main which ends at the existing security gate, and a 4” sanitary force main extending further to the west along Everett Creek Road, and draining into the existing sanitary manhole at the end of the existing gravity sewer line. The PATF project will construct the portion of the 8” water main extension that is closest to Everett Creek Road, as well as the portion of the force main that runs past the PATF site to tie to the end of the existing gravity sewer line.

Water Water will be provided to the site from the existing 8” main on the opposite side of Everett Creek Road. The existing 8” water main will be extended just past the access driveway to the project and will be valved and capped for future extension to the P1550 projects.

This is the construction of a portion of one of the two proposed 8” water mains for the P1550 expansion. Two fire hydrants will be provided, one within the fenced enclosure of the project, and one on the opposite side of Everett Creek Road, in front of the site.

The water line feeding the fire hydrant within the PATF fenced enclosure will then be reduced to an 1-1/2” size which will continue to the building to provide domestic water.

A yard hydrant will also be provided near this fire hydrant, as well as hose bibb(s) at the building.

Note that the fire flow at this point of the mains may be insufficient for the future Raiders expansions, which may then need pumps or other means of addressing the flow.

Sanitary A gravity sewer line will extend from the PATF building to a wet well with a sewer pump, and a force main line will extend along the access drive and across Everett Creek Road.

This 2” force main will run west along the road and tie into the existing manhole at the end of the existing gravity line further to the west.

Security Perimeter The perimeter of the area will be fully fenced with 7’-0” chain link high security fencing with three razor/barbed wire lines. The main gate will be two 10’-0” chain link and two 3’- 0” man gates. They will be secured with padlocks per base standard. To aid in visual screening, the fence fabric will include privacy slat strips within the woven fabric, with a locking bottom channel to align and secure the strips. The material will be dark green or brown.

Screening The perimeter of the project may require additional landscape screening; a CLIN is provided for adding several types of evergreen plantings to supplement the existing site vegetation. The CLIN will be exercised at the option of the government.

Pre-engineered metal building structure (PEMB) with concrete foundations. Enclosed areas will be framed with metal studs, masonry veneer and metal panels. Above the brick lines will be translucent panels bringing light into the classroom and storage. Exterior finish of the PEMB will be hot-dipped galvanized.

Anti-Terrorism / Security Standard ATFP requirements in structural scope for this project.

Design Criteria

The following criteria references shall be used in the design of this project where they apply to the required scope of work:

1. Project RFP

2. UFC 1-200-01 DoD Building Code, with Change 1

3. UFC 1-200-02 High Performance and Sustainable Building Requirements, with

Change 2

4. FC 1-300-09N Navy and Marine Corps Design Procedures, with Change 6

5. UFC 3-101-01 Architecture, with Change 1

6. UFC 3-110-03 Roofing, with Change 5

7. UFC 3-120-01 Design: Sign Standards, with Change 3

8. UFC 3-120-10 Interior Design, with Change 2

9. Architectural Barriers Act Accessibility Standards (ABAAS)

10. 2010 ADA Standards for Accessible Design

11. Marine Corps Base Camp Lejeune Base Exterior Architectural Plan (BEAP)

The pre-engineered metal building will have 4’ wide roof overhangs to provide additional protection from wind driven rain and debris, especially at the open bay training area.

The exterior of the building will be composed of split face CMU and brick to 9’-4” and prefinished metal wall panels with a metal stud back up and translucent panels into interior rooms with no ceilings.

The building envelope barrier materials are as follows: The walls will have 2 ½” closed cell spray foam or rigid board insulation in the wall cavity to act as the continuous insulation and moisture barrier for the building. The interior furred out walls will be 6” metal studs with 5/8” impact resistant gyp at interior and ½” Dens Glass sheathing at the exterior. The walls will have a minimum R-13 in accordance with ASHRAE 90.1.

The building will have a reinforced concrete slab on grade with turn down edge and rigid insulation extending 24” horizontally from the building’s perimeter.

The exterior doors will be insulated metal doors and frames.

The roof will consist of a hydrostatic prefinished metal roofing system provided by the Pre-Engineered Metal Building Manufacturer. The roof will have a R-19 with an R-11 liner system above all the spaces. Roof slope: 3:12 to comply with the BEAP. Bird wire will be provided along ledges of the structural frame above the open training area.

Finishes

No ceilings in the main areas or rooms. Acoustical tile ceiling in the toilet room.

Sealed concrete floors.

Painted gypsum board walls with rubber base.

Tile in toilet rooms.

APPLICABLE DESIGN CRITERIA

1. Project RFP

2. UFC 3-420-01 Plumbing Systems (UFC)

PLUMBING SYSTEMS

The plumbing systems within the facilities will consist of the following plumbing fixtures:

• Water Closet

• Lavatory

• Trough Sink

• Service Sink

• Bi-level Water Cooler

• Eye-wash station

• Freeze-Proof Wall Hydrant

• Floor Drains

• Water Meter

A reduced pressure zone backflow preventer will be provided on the domestic water service and will be located in Storage 103. Sanitary sewer piping and vent piping for the building will be connected to the site sanitary system at a point approximately 5’-0” outside of the building.

DOMESTIC WATER CALCULATIONS

18.25 Water Supply Fixture Units (WSFU)

34 GPM, 1-1/2” Dia. Main

@ 1.5 psi / 100 ft. pressure loss and 4.2 ft / sec maximum velocity

SANITARY SEWER CALCULATIONS

13.5 Drainage Fixture Units (DFSU)

This equates to a standard 4” sanitary sewer main @ 1/8” per foot slope; this project will have a force main sewer system.

HOT WATER CALCULATIONS

Plumbing fixtures:

(1) Lavatory x 6 GPH = 6 GPH

(1) Service Sink x 20 GPH = 20 GPH

(1) Trough Sink x 10 GPH = 10 GPH

Subtotal – 36 GPH x .3 (Demand Factor) = 10.8 GPH Peak Demand (1 hour)

The water heater specified is 20 gallon (16 gallons available total) with 2.5 kW input and recover a total of 11 GPH at 90-degree rise. Therefore, 27 gallons is available to meet the one-hour peak demand.

FIXTURES AND EQUIPMENT

Water closet will be floor mounted, bottom outlet, dual flush valve, elongated bowl with open front seat less cover. Water usage will be 1.6 / 1.1 gallons per flush.

Lavatory will be counter-mount and wall-mount, vitreous china, with single-handle faucet, 1-1/2 inch P-Trap and 3/8 inch angle supplies with stop valves for hot and cold water.

Faucets will be 0.5 gpm flow.

Service sink will be fiberglass on legs and provided with mop hangers, hose, and hose bracket. Mop sink faucet will be heavy-duty, chrome-plated with vacuum breaker, wall brace, pail hook, and hose thread.

Bi-level Water Cooler will be electric refrigerated type provided with a bottle-filling station on one unit.

Eye wash unit will be floor mounted with activation paddle.

Floor drains will be provided in bathroom and storage room.

MATERIALS

The above grade sanitary waste, vent, and storm systems will be PVC pipe and fittings with glued joints. The below grade sanitary waste, vent, and storm systems will be PVC pipe and fittings with glued joints; force main will be PVC.

Domestic water piping will be copper tubing, ASTM B88; Type L with solder joint fittings fabricated with code approved “lead free” solder for above ground piping and type K copper tubing for below grade applications.

Elastomeric foam insulation with vapor barrier will be applied to all domestic cold and hot water piping and all above grade storm and condensate piping.

Valves will be solder type, ball, for use with the copper tubing, Class 125 in accordance with MSS SP-80.

TESTING

Domestic water piping will be tested in sections at 100 psig for two hours.

DWV piping will be subjected to a final air pressure test of 1.0 inches of water column, or a smoke test.

Disinfection will be in accordance with AWWA C651 using a solution containing a minimum of 50 parts per million of available chlorine.

PROJECT DESCRIPTION

This project consists of one new single story 1,333 sq. ft. facility, with additional covered spaces. The building is located at Marine Corps Base Camp Lejeune, North Carolina.

DESIGN CONDITIONS

Outdoor Summer Design temperatures: 91.0°F DB / 77.0°F WB (1% ASHRAE)

Outdoor Winter Design temperature: 27.0°F DB (99% ASHRAE)

Indoor Design Conditions: Occupied: 76°F Summer / 68°F Winter

Unoccupied: 82°F Summer / 55°F Winter

Indoor Design Relative Humidity: 30% to 60%

ASHRAE Climate Zone 3A

DESIGN CRITERIA

The design shall be in accordance with the latest editions of, but not limited to, the following design criteria:

1. Project RFP

2. International Mechanical Code – 2015 Edition

3. UFC 3-401-01 - Mechanical Engineering

4. UFC 3-410-01 - Heating, Ventilation and Air Conditioning Systems

5. UFC 4-010-01 - DoD Minimum Antiterrorism Standards for Buildings

6. ASHRAE 62.1 - 2016 - Ventilation for Acceptable Indoor Air Quality

7. ASHRAE 90.1 - 2013 - Energy Standard for Buildings except Low Rise

Residential Buildings

8. FC 1-300-09N - Navy and Marine Corps Design Procedures

MECHANICAL SYSTEM

The primary HVAC system for this building is a grade mounted packaged DX unit. The unit is a commercial quality unit with foamed in place 2” double walls, variable speed supply fan, variable speed compressors, electric heat and filtration. The air handling unit will have will MERV 8 and 13 filters on the return/outside air. The amount of outside air will be measured, to ensure sufficient quantities are brought into the building to meet ASHRAE 62.1 – 2016 requirements to maintain indoor air quality, and positively pressurize all rooms with exterior openings.

General

Air distribution will be via overhead galvanized sheet metal ductwork designed in accordance with SMACNA Duct Construction Standards. Duct will be wrapped with exterior grade jacketed, exterior insulation, no duct liner shall be used. Exposed duct shall be double wall 2” insulated spiral lockseam construction. Exterior duct shall be pre-fabricated and insulated phenolic duct suitable for exterior installations. The ductwork systems are designed to provide a low noise environment. Air distribution shall be duct or ceiling mounted. Duct construction shall be for low pressure VAV usage.

All air systems shall have a full Test and Balance performed to verify performance match’s design.

Exhaust shall be provided in the Toilet room and shall be exhaust directly out the building. Make-up air shall be through a supply grille in the ceiling grid as well as a transfer grille from the storage room.

ATFP

All applicable requirements of UFC 04-010-01 will be followed. All outside air intakes shall be a minimum of 10’ above grade. Low leakage dampers will be installed at all building exterior wall penetrations by the HVAC system. An emergency stop button will be located inside the facility to shut down all air moving systems.

BUILDING AUTOMATION SYSTEM

All control and monitoring points will be connected through a single complete building automation system (BAS) suitable for direct digital control (DDC) of all HVAC system components within the building. The control system within the building shall utilize an open protocol implementation of BACnet technology and will utilize ANSI/CEA 709.1B as the communication protocol between DDC hardware devices. All utility meters shall employ the BACnet protocol, with the water meter outputting to the building DDC system and the electric meters outputting directly to the basewide electric metering system. The DDC system will have the ability to limit the operating hours of any equipment, as well as perform setback functions when parts of the building are unoccupied. The DDC system will be compliant with all Cybersecurity requirements.

The Storage Room shall be provided with a local display panel for monitoring and schedule program changes. The BAS shall be provided with a router to communicate all building points to the basewide EMCS.

CALCULATIONS

• Included in the separate document “PATF – Mechanical Calculations.pdf” are the following:

o Carrier HAP Load Calculations, including all input data, equipment sizing calculations and outside air calculations.

o A building simulation report comparing the proposed design to a baseline alternative.

SUSTAINABLE DESIGN

The HVAC systems for this project have been designed in accordance with UFC 1-200-

02. An Energy Model has been used to show that the facility has achieved energy savings above a baseline system. The Energy Model has been run utilizing the Carrier HAP program, version 5.11. The selected system was compared with the ASHRAE 90.1-2010 Appendix G Baseline system, with savings calculated below.

Energy Savings Calculation per UFC 1-200-02 2-3.1.1:

Percentage Improvement = 100 X ((BBC-RPL) – (PBC-RPL)) / (BBC-RPL)

Where:

BBC = Baseline Building Consumption (kBTU)

PBC = Proposed Building Consumption (kBTU)

RPL – Receptacle and Process Loads (kBTU)

Per information from the Energy Performance Summary Reports in the attached document:

Percentage Improvement = 100 X ((120,003-27,939) – (103,981-27,939)) / (120,003-27,939)

Percentage Improvement = 17.4%

The primary HVAC system for these buildings is a grade mounted packaged DX unit.

Air distribution will be via overhead galvanized sheet metal ductwork designed in accordance with SMACNA Duct Construction Standards. Duct will be wrapped with 2”, 1-lb. exterior insulation, no duct liner shall be used.

ELECTRICAL SYSTEMS

APPLICABLE DESIGN CRITERIA

1. UFC 3-501-01 Electrical Engineering

2. UFC 3-520-01 Interior Electrical Systems

3. UFC 3-530-01 Interior and Exterior Lighting Systems and Controls

4. UFC 3-550-01 Exterior Electrical Power Distribution

5. UFC 3-560-01 Electrical Safety, O&M

6. NFPA 70 National Electric Code

7. NFPA 101 Life Safety Code

8. Applicable UL standards

9. Applicable NEMA standards

EXTERIOR ELECTRICAL SYSTEMS

A new electrical system will connect to the existing 12.47 kV primary at an existing pad mounted transformer behind the existing P1219 site. New above ground junction boxes and a new 45 kVA pad-mounted transformer will be provided to serve this building.

Secondary service conductors shall be fed from this transformer to a service-entrance rated, 208 volt, 3-phase, 150 amp main breaker panel inside the building. A spare conduit will be installed in the service duct bank to allow for future flexibility.

INTERIOR ELECTRICAL SYSTEMS

The electrical building distribution system shall be designed for the type of loads served.

All panels shall be fully rated for fault current and designed with a minimum of 20% spare breaker capacity and 15% space in each panel. All panels shall have copper bus, a separate grounding bus, and will utilize bolt-on type breakers. All feeders shall be sized for a maximum voltage drop of 2%, while branch circuits shall not exceed a voltage drop of 3%. Panels that supply non-linear loads will be provided with a 200% rated neutral. All conductors shall be copper, and MC cabling is not allowed. All conductors shall be installed in conduit with a minimum conduit size of 3/4”. All electrical devices in this facility shall be U.L. listed and labeled.

Interior lighting shall be designed in accordance with the Illuminating Engineering Society (IES) recommendations. Lighting levels shall meet UFC and user requirements.

All new light fixtures shall be energy-efficient LED type. Lighting shall consist of fixtures suitable for the environment in which they are being installed. Emergency lighting shall be separate wall pack fixtures per base standards and shall be spaced to comply with

NFPA 101. Test switches shall be integral to fixture. Exit signs shall be LED type, and night lights shall be designed and located according to code requirements. Interior lighting shall be provided at 3500K and exterior lighting at 4000K. Lighting controls, where applicable, will be utilized to meet ASHRAE and UFC requirements, and to maximize energy savings. This could include dual technology occupancy/vacancy sensors, relay panel, timeclock, and/or photocell.

Receptacles and power for all areas shall follow project and user requirements as it relates to locations, spacing, heights, and type. Connections for all equipment shall be provided for all new equipment per information provided. Dedicated circuits will be run as required for equipment or user needs. Electrical power and infrastructure for mechanical, plumbing, telecommunications, audio/visual (AV), and other low voltage systems will be coordinated and provided to meet project specifications.

An addressable fire alarm system will be provided in accordance with UFC 3-600-01 and NFPA 72. The system will also function as a mass notification system. The mass notification system transmitter will be provided by NIWCS.

Due to the size of the building, a sprinkler system is not required, nor will one be provided.

Refer to the “Fire Protection Design Analysis” required by UFC 3-600-01 for additional requirements.

APPLICABLE DESIGN CRITERIA

1. Project RFP

2. UFC 3-580-01 Telecommunications Building System Design

3. Camp Lejeune Base Specification 27 10 00

4. Camp Lejeune Base Specification 33 82 00

5. Applicable EIA and TIA standards

6. Applicable UL standards

7. NFPA 70 National Electric Code

EXTERIOR TELECOMMUNICATIONS SYSTEMS

This facility shall be provided with new OSP infrastructure and service to include OSP copper and single mode OSP fiber. The planned cable counts are 25 pair copper and 12 strand SM FOC.

OSP duct bank point of connection is the existing manhole at the end of the P1219 site.

Duct bank shall be extended and provided as new from this handhole to a new handhole and then continue to the new building. All new duct bank shall be concrete-encased.

INTERIOR TELECOMMUNICATIONS SYSTEMS

The new telecommunications service for each building shall include, but not be limited to, vertical, horizontal, and backbone distribution, copper and fiber optic backbone and distribution cabling, termination equipment, workstation outlets, racks, cable trays, cable management, patch panels, conduits, backboards, and grounding. Cable trays will be used for cable distribution throughout the building, and ladder racks will be utilized at the telecommunications cabinet. Voice and data connectivity will be provided all workstations, floor boxes, printers, and equipment per project and user requirements.

Cabling shall be CAT6 and rated for its application. All telecommunications requirements shall adhere to the applicable design criteria and base standards.

A telecommunications room is not required in this building, and an enclosed telecommunications cabinet will suffice. This facility also does not have a requirement for SIPR-net.

o

CAMP LEJEUNE – MRSG DST STORAGE

FACILITY

MECHANCICAL DESIGN ANALYSIS

50% SUBMITTAL 100%

Camp Lejeune MRSG DST Storage Facility

TABLE OF CONTENTS

I. Proposed Building HVAC Loads - Inputs

a. Spaces

b. Wall

c. Window

d. Roof

e. Air Systems

f. Building

II. Baseline Building HVAC Loads – Inputs

a. Spaces

b. Wall

c. Window

d. Roof

e. Air Systems

f. Building

III. Proposed Building HVAC Loads - Outputs

a. Equipment Sizing

b. Outside Air Calculations

IV. Baseline Building HVAC Loads - Outputs

a. Equipment Sizing

b. Outside Air Calculations

V. Energy Model Inputs

a. Weather Reports

b. Electric Rate Input

c. Fuel Rate Input

VI. Proposed vs Baseline Energy Model Outputs

a. Building Simulation Report

I. Proposed Building HVAC Loads – Inputs

II. Baseline Building HVAC Loads – Inputs

III. Proposed Building HVAC Loads – Outputs

IV. Baseline Building HVAC Loads – Outputs

V. Energy Model Inputs

VI. Proposed vs Baseline Energy Model Outputs

CAMP LEJEUNE – MRSG DST STORAGE

FACILITY

ELECTRICAL DESIGN ANALYSIS

50% SUBMITTAL 100%

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BA

Y 1

BA

Y 210

BA

Y 3

TO

ILE

T

Description Avg Max Min Max/Min Avg/Min

STORAGE 22.2 fc 27.0 fc 7.5 fc 3.6:1 3.0:1 BATHROOM 18.4 fc 23.7 fc 14.6 fc 1.6:1 1.3:1

Statistics

SECTION 01 31 50

TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY

09/25

PART 1 GENERAL

Requirements/information found in this section is for the development and submitting the Interim DD Form 1354. The requirements/information may be in addition to requirements of other sections (or missing sections) and supersedes any discrepancies or conflicts with information or requirements in other sections. The intent of obtaining copies of Schedule of Values and base line schedule is to support and validate the development and submission of the DD form 1354 required by this section.

1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

- FC 2-000-05N, FACILITY PLANNING FOR NAVY AND MARINE CORPS SHORE

INSTALLATIONS (current)

- UFC 1-300-08, CRITERIA FOR TRANSFER AND ACCEPTANCE OF DOD REAL

PROPERTY (current)

- MCICOM REAL PROPERTY BUSINESS PROCESS NARRATIVE (current Fiscal Year)

1.2 DEFINITIONS

DD Form 1354: Transfer and Acceptance of DoD Real Property. An instrument used by

Military Services and WHS to document the acceptance and valuation of Real Property assets and the addition of the asset to the Accountable Property System of Record for acquisition by construction and capital improvement to existing facilities.

Draft DD Form 1354: Working document provided by government. Document includes facilities and related information (minus quantity and cost) within contract/project scope.

Interim DD Form 1354:

o Updated/provided by contractor indicating expected construction contract estimated quantities and costs for facilities listed on the Draft DD form 1354. Updates can also include adjustments to faculties constructed. The estimated quantities and costs are based upon the current construction contract scope of work at time of DD form 1354 submittal.

o For phased construction: Allows transfer of accountability for the DoD Real Property from the Contractor/Contracting Officer to the accountable Service on the placed-in-service date. An Interim DD Form 1354, based on the latest DD Form 1354 iteration, is prepared in advance of the placed-in-service date (also known as beneficial occupancy date) for facility acceptance or building occupancy. The Interim DD Form 1354 includes actual quantities constructed and contract cost, at time of submittal, for work accepted.

Final DD Form 1354: Allows transfer of accountability for the DoD Real Property from the Contractor/Contracting Officer to the accountable Service on the placed-in-service date. A Final DD Form 1354 is prepared in advance of the placed-in-service date (also known as beneficial occupancy date) for facility acceptance or building occupancy. The Final DD Form 1354 includes actual quantities constructed and contract cost, at time of submittal, for work accepted.

NAVFAC Disposal Form: used to document demolition of existing facilities within the footprint for new construction or demolition of existing facilities no longer required outside footprint for new construction.

Facility: Building or supporting facility or utility listed on the DD Form 1354 Primary Facilities: work on an individual building and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and landscaping placed outside the face of exterior walls.

Building: A roofed and floored facility enclosed by exterior walls and consisting of one or more levels that is suitable for single or multiple functions.

Supporting Facilities: work on various type of buildings or structures supporting primary facilities such as canopies, dumpster pads, parking areas, utility buildings, and generators.

Structure: A facility, other than a building or linear structure, which is constructed above ground or below ground.

Supporting Utility Facilities: work on various type of utilities or linear structures and includes incidental work such as pavement removal and replacement for constructing the facility.

Such as sidewalks, fencing, communication distribution, transformers, electrical distribution, sanitary, water, fire water, retaining walls, storm sewer and swales.

Beneficial Occupancy Date: the placed-in-service date after substantial completion of construction in preparation for facility acceptance or building occupancy. Government acceptance of overall contract or phased construction.

Phase construction: multiple facilities with different turnover dates, or when a portion of a single large facility, or a phase of a multi-phase construction project is placed into service.

Acquisition by Construction: A new real property facility (buildings, structures, or linear structures) in DoD inventory and accountability and valuation resulting in a new “footprint.”

Capital Improvement: any improvement of an existing asset that increases the useful life, capacity, or size; or modifies functionality.

Noncapitalized or Expensed Cost: Any work designated as repairs or maintenance or non-project funded equipment; includes temporary trailers provided for government use;

FF&E and A/V.

Excluded Cost: Other Interim DD form 1354s and/or NAVFAC Disposal Forms for Project.

Furnishings, Fixtures, and Equipment (FF&E) and Audio Visual (A/V): Non-project funded equipment, shall include, but is not limited to; furniture, shop equipment, specialty equipment, projection equipment, monitors, appliances, and other miscellaneous items to support facility functions.

1.3 REAL PROPERTY RECORD

a. Refer to UFC 1-300-08 for instruction on completing the DD Form 1354. Contact the

Contracting Officer for any project specific information necessary to complete the DD Form 1354.

b. Government to provide the Draft DD Form 1354 at the pre-construction conference.

1.4 SUBMITTALS

The following shall be submitted in accordance with Section entitled SUBMITTAL PROCEDURES:

a) Interim DD Form 1354 with estimated quantities and costs and include supporting information.

1. Submit Interim DD Form 1354 thirty (30) calendar days after pre-construction conference. For Design Build contracts submit thirty (30) calendar days after IFC drawings submitted and accepted by government.

2. Include copy of the detailed breakdown of the contract price, as required in Specification section discussing “PRICE AND PAYMENT PROCEDURES”. Schedule of prices shall be separated by individual building, supporting facility, and supporting utilities with subtotals for each line item listed on Draft DD Form 1354.

3. If overhead or other indirect costs (such as bonds, design, submittals) as a separate line item are included on Schedule of Prices and/or in the Cost-Loaded Network Analysis Schedule, these costs shall be prorated between each building, supporting facility, and supporting utilities listed on Draft DD Form 1354.

4. Include copy of baseline schedule as required in Specification section discussing” COST-

LOADED NETWORK ANALYSIS SCHEDULES”.

b) Interim DD Form1354, Transfer & Acceptance of Military Real Property

1. Submit Interim DD-1354 thirty (30) days prior to beneficial occupancy date (or partial

BOD for individual building/facilities).

2. Include total cost and actual quantities installed/constructed, any additional assets, improvements, and alterations from the Draft DD Form 1354. Quantities for utilities should match data provided by GIS submittal (if required).

a. Attach the High Performance and Sustainable Building (HPSB) Checklist for each applicable building to the completed DD 1354, in accordance with Section entitled

“SUSTAINABILITY REQUIREMENTS AND REPORTING”.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.1 Contractor responsible for providing quantities and cost for each facility listed on Draft DD Form 1354 provided by government. Abbreviations for Unit of Measure are listed in Appendix A attached.

3.2 Contractor responsible for updating cost and quantity for each facility listed based upon current contract requirements when submitting Interim DD-1354 thirty (30) days prior to beneficial occupancy date (or partial BOD for phased construction) when government accepts work for use (or work is accepted for government possession and use). Multiple Interim DD Forms 1354 may be required when a construction contract contains multiple facilities with different turnover dates.

3.3 For cost load schedules, add unconstrained finish milestone, titled "DD-1354 - Interim" and scheduled 30 calendar days prior to Substantial Completion whenever an Interim or Final Form DD 1354 is required for individual building/facilities.

3.4 Provide/verify FF&E/AV costs on back page in block 27.

3.5 Total of line items, plus noncapitalized items and excluded cost items (other Interim DD

Form 1354 and NAVFAC Disposal Form) to add up to contact amount funded by project (minus non-project cost of FF&E/AV).

Appendix A: Abbreviations for UNIT OF MEASURE CODES & DESCRIPTIONS

Unit of Measure Code Description

AC ACRES

BD HOSPITAL BEDS, NORMAL CAPACITY

BL BARRELS (42 GALS EACH)

BX BOXES

CF CUBIC FEET

CM CUBIC FEET/MINUTE

CP CANDLE POWER

CY CUBIC YARDS

DS DEPTH OF WATER OVERSILL @ HIGH TIDE

DW DEPTH OF WATER OVERSILL @ LOW TIDE

EA EACH

FA FAMILY UNITS (HOUSING)

FB LINEAR FEET OF BERTHING

FP FIRING POINT (FIRING RANGES)

GA GALLONS

GM GALLONS PER MINUTE

HO HOLES (GOLF COURSE)

IN INCHES

KG THOUSANDS OF GALLONS PER DAY

KV KILOVOLT AMPERES

KW KILOWATTS

LA LANES (BOWLING)

LC LIGHT CARE, HOSPITAL SPACE

LF LINEAR FEET

LN SET OF FIRING POINTS

MB MILLIONS OF BTU PER HOUR

ME METERS

MG MILLIONS OF GALLONS

MI STATUTE MILES

MW MEGAWATTS

NF NET SQUARE FEET (HOUSING)

NS NET SQUARE FEET (STORAGE)

OL OUTLETS, NUMBER OF

OU OPERATING UNITS

PH POUNDS PER HOUR

PN PERSONS, DESIGN CAPACITY

SE SEATS, NUMBER OF

SF SQUARE FEET

SH STACKING HEIGHT

SI SITES

SP STARTING POINT

SY SQUARE YARDS

TC TOTAL CUBIC FEET

TH TONS PER HOUR

TN TONS

TR TONS, REFRIGERATION

VE NUMBER OF VEHICLES

-- End of Section -