P993-P995 Industry Day.pptx

P993/P995, F-35 AIRCRAFT SUSTAINMENT CENTER AND COMPOSITE REPAIR FACILITY, MARINE CORPS AIR STATION (MCAS) CHERRY POINT, NORTH CAROLINA

INDUSTRY DAY

19 December 2024 0900-1100

AGENDA

INTRODUCTIONS

Kim Kahler, Chief of the Contracting Office, NAVFAC Mid-Atlantic Philip Cole, Contracting Officer, NAVFAC Mid-Atlantic Brittany Cristelli, Contract Specialist, NAVFAC Mid-Atlantic Kevin Ball, Project Manager, NAVFAC Mid-Atlantic Sterling Hoy, Design Manager, NAVFAC Mid-Atlantic Dan Purpura, Project Manager, HDR David Griffith, Project Manager, MBF

GROUND RULES

This meeting is informational and for planning purposes only.

This is not a Request For Proposal (RFP). Discussions today will not be evaluated in response to any future requests for proposals.

Do not provide the Government with proprietary information, trade secrets, or any other information deemed source selection sensitive, or information that you do not want disseminated to the public.

Effort that any contractor/entity expends on this effort is at its own time, risk, and expense.

Hold all questions until the end of the presentation.

Everything you see today is a DRAFT and is subject to change.

INDUSTRY DAY GOALS

Notify the Industry of the upcoming solicitation for the P993/P995 – F-35 Aircraft Sustainment Center and Composite Repair Facility, Marine Corps Air Station, Cherry Point, North Carolina.

Inform Industry of the scope, timeline, and possible construction challenges for the project.

Solicit private sector input to help shape the project procurement.

PROCUREMENT STRATEGY

Project Budget DFARS 236.204 Magnitude of Construction: Between $250M and $500M

Acquisition Strategy Design-Bid-Build with Early Contractor Involvement Full and open competition Two segments to the procurement process Segment I – ECI Best value tradeoff process Up to 3 contractors will be selected for the ECI efforts.

Segment II – Construction Best value tradeoff process The contractors selected for Segment I will be prequalified to propose on the construction. Only the contractors who participated on the ECI segment will be prequalified.

Project Labor Agreement will be required.

EARLY CONTRACTOR INVOLVEMENT

ECI will focus on P993 but will also consider coordination and schedule with P995.

Projects will be at 65% design.

Contractors will work collaboratively with DOR and the Government team to improve the overall project delivery.

Preconstruction services will generally include:

Reviewing and evaluating the design documents at specified stages to identify potential constructability challenges and risks Provide value engineering-style recommendations and alternative ideas to improve the final product considering cost and schedule Advising on efficient construction means and methods Providing construction cost information Identifying construction cost and schedule risks and mitigation recommendations DOR maintains responsibility for the quality and engineering compliance for design Ensure design does not inhibit use of efficient construction means and methods, and to develop design solutions that avoid constructability challenges and minimize cost and schedule risks Careful consideration to avoid revealing any confidential business and proprietary information

PROCUREMENT TIMELINE

Segment I - ECI RFP: 9 January 2025 Proposals Due: 10 February 2025 Award: 14 March 2025 65% On-Board Review Meetings: Within 2 weeks of award

Segment II - Construction RFP: September 2025 Proposals Due: November 2025 Award: February 2026 Construction Duration: 1,274 days

SELECTION FACTORS

Segment I - ECI Best value tradeoff process Non-price significantly more important than price Non-price Corporate Experience (preconstruction services and construction), Preconstruction Services Approach, Safety, Past Performance Price for Preconstruction Services

Segment II - Construction Best value tradeoff process with prequalified offerors Non-price approximately equal to price Non-price Schedule and Small Business Utilization and Participation Price for Construction

PROJECT PRESENTATION

P-993

NAVFAC / HDR

Total Area: 255,461 SF 406 Parking Spaces + 20 Motorcycle Spaces outside the perimeter 379,000 sf Aircraft Parking Apron, 325,000 sf Aircraft Taxiway, New Water Tower ICD/ICS 705, Marine Corps level II, and JPO security requirements

Project Location

Hancock Village

MCAS Cherry Point

Project Location New bridge over wetlands Utility upgrades for Hancock Village Relocate installation perimeter fence New water tower to support fire service to Hancock Village Coordinating with concurrent adjacent facility construction / operations

Wetlands

Runway 5R

Scuff and Refresh

P-1066

P-993

Laydown Area P-1055 (Future)

P-995

Hancock Village Utilities

Telecom Point of Connection Fire Main Point of Connection Water Main Point of Connection Existing Elec Switch Existing Elec Switch

P-993 and P-995

BUILDING COMPONENTS

Structural Primary Steel Structural System Pier Supported Foundation System Slab on Grade Composite Second Floor Cross Laminated Timber Roof Deck Curtainwall Aluminum Panel Low Carbon Concrete (Floor Slabs, Precast Concrete) Life Safety Fully Sprinklered Mechanical Chilled Beams within Administrative Areas Central Plant with Air-To-Water Heat Pumps Conditioned Hangar Bays Transpired Solar Collector Wall

CONNECTOR

EXTERIOR CONCRETE LAYER

INTERIOR CONCRETE LAYER

INSULATION

Electrical

(2) 625 kVa Generators Electrification

First floor plan

(20) F-35 Hangar Bays Canopy/ Seat Shop Support Equipment Classified Storage LO Shop Tool Room Mod tooling Machine Shop Offices

(4) Paint Booths Paint Hygiene Area Paint Support Breakroom Locker / Shower rooms

Second floor plan

Open Office for 100 occ.

Private Offices Mothers Room Break Room Classroom Conference Rooms

Second floor plan Open Office for 100 occ.

Secure Conference Rooms Secure Rooms Private Offices Mothers Room Break Room Classroom Conference Rooms

Enclosure Design

Case

Precast Concrete Wall Cross Laminated Timber Roof Deck

Pilot Project Objectives Net-Zero Emissions Building Electrification Sustainable Materials Energy Efficiency Passive Design

1. Aggressively insulate from the elements

2. Capture solar heat gain in winter

3. Shade from solar gain in summer

4. Provide natural ventilation

5. Reduce temperature swings with thermal mass

6. Use daylight as the primary light source

7. Control glare

8. Seal all gaps for air tightness

9. Generate electricity (on-site or co-located with other installation renewable sources)

10. Maximize views

Sustainability goals

Net 100% carbon-free electricity by 2030 Designed for Net-Zero Emissions Duke Energy will provide Carbon-free electricity in 2026 per DOD partnership

100% Reduction in Outdoor Water

20% of material to meet the Low (Achievable) embodied carbon target from the 2021 CLF Material Baseline Report. 26% reduction in Embodied Carbon of the roof assembly with the use of Mass Timber (CLT) for roof decking Low carbon concrete is included in the Specifications

Function First- Building Purpose

Reduce Loads

Optimize Systems

Controls / Equipment

Recover Energy

Generate Energy

LCCA

Carbon reduction

26% 32% GWP (tCO2e) % Reduction

Embodied Carbon: Exterior Wall Proposed vs Baseline (Crade to gate (A1-A3)

Concrete/CMU Precast Concrete CMU (Baseline) 64.600000000000009 57.2 Rebar Precast Concrete CMU (Baseline) 13.4078 10.05585 Insulation Precast Concrete CMU (Baseline) 57.225344 57.225344 Steel Support Precast Concrete CMU (Baseline) 26.339223272727278 Brick + Mortar Precast Concrete CMU (Baseline) 47 GWB Precast Concrete CMU (Baseline) 2.23 kgCO2e/m2 of facade

Transpired solar collector wall

Preheats air during cool months Provides additional thermal layer preventing southern exposure walls from heat gain

Reduces additional cost for precast concrete reveals/ patterns.

Passive system with minimal mechanical components such as dampers

Renewable energy – Carbon free electricity

1,000 kW Solar Array provides 54.8% of the whole building energy use and 75.4% of regulated energy use.

Additional 25% of regulated energy use will be offset with carbon-free electricity from the local utility.

Photovoltaic system will be tied into base wide system to optimize generated energy rendering

P-995

NAVFAC / MBF

P-995 Composite Repair Facility - Floor Plan

P-995 Composite Repair Facility – Exterior Elevations

P-995 Composite Repair Facility – Exterior Form

P-995 Composite Repair Facility Project Facts:

Building Area: 105,755 SF maximum area per DD1391 (105,720 as currently shown) 100 parking Spaces, located outside the fenced perimeter Includes (12) overhead bridge cranes, 2 Ton capacity each (3 are within paint/sanding booths)

Large Equipment:

Autoclaves: Large (15x40 inside), Medium (8x20 inside), Small (3x5 inside)

(1) Composite Oven

(2) Sanding Booths, (1) Paint Booth

(1) X-Ray Booth

(1) Walk-In Freezer, (3) small freestanding freezers

Electrical / Telecomm:

(4) Separate electrical services, w/ (2) 1500 KVA PMTs, (1) 750 KVA PMT, (1) 300 KVA PMT OSP Communication currently estimated at 48 strand SM Fiber and 400 pair copper Generator to backup freezers Lightning Protection Electrification mandate does NOT apply

HVAC:

4 pipe CHW/HW system: CHW system- 125 ton cooling load. HW system- (4) gas-fired boilers Air system: (1) DOAS unit w/ CHW/HW coils & fixed plate cross-flow heat exchanger RTUs zoned as appropriate, supply and return ducted directly to spaces

ANY QUESTIONS?

Any additional questions can be submitted in writing to: brittany.n.cristelli.civ@us.navy.mil image14.jpeg image15.png image16.png image17.png image18.png image19.jpeg image20.jpeg image21.png image22.jpeg image23.png image24.png image25.jpeg image26.png image27.jpg image28.png image29.jpeg image30.jpg image31.jpg image32.jpeg image33.png image34.jpeg image35.png image36.png image37.png image38.png image39.png image40.jpeg image41.png image42.png image43.png image44.png image45.png image46.emf

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EXHAUST

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COMPOSITE OVEN

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COMPRESSOR

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BLADE: DIRTY

COMPOSITE: INCOMING

MAIN CORRIDOR

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COMPOSITE: DIRTY

HONEYCOMB

HONEYCOMB MACHINING

TOOL RM.

COMPOSITE: STORAGE

COMPOSITE: OUTGOING

COMPOSITE: CLEAN

BLADE: POST-BONDING

BLADE: BALANCING

PAINT BOOTH

BLADE: CLEAN

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ID

PREP

COMPRESSOR

MECHANICAL

FIRE PUMP

LOCKERS

BREAK

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CORRIDOR

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FEMALE

MALE

WELLNESS

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CLEAN ROOM STAGING

SINGLE-LINE CRANE W/ (2) HOISTS: ENTIRE LENGTH OF CORRIDORSINGLE-LINE CRANE W/ (2) HOISTS: ENTIRE LENGTH OF CORRIDOR

BR

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BRIDGE CRANE BRIDGE CRANE

BRIDGE CRANE BRIDGE CRANE

BRIDGE CRANE

X-RAY

FREEZER

AUTOCLAVES

MECHANICAL

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UTILITY

UTILITY

SHOWER

VESTIBULE

FEMALE CLEAN

FEMALE

FEMALE DIRTY

MALE DIRTY

MALE

MALE CLEAN

SANDING BOOTH

101A

103A

103B

104A

105A

101C

116A

117A

119A

121A

122A

130B

132A

182C

182B

180B 176A 176B

174A 174B

173B173A

171A 171B

164A

163A

162A

154A

155A

146A

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PAINT

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COMMON AREAS / SERVICES

OFFICE FUNCTION

SERVICE FUNCTION / MECHANICAL

COMPOSITE SHOP AREAS

BLADE SHOP AREAS

LEGEND

OVERHEAD CANOPY

OVERHEAD CANOPY

HAZARDOUS WASTE

CONTAINMENT

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

1 2 3 4 5

F

IL

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DRAWFORM REVISION: 25 AUGUST 2020

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BRANCH MANAGER

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IV

A-100

OF XX

35% SUBMITTAL

DEC 2024

IP

SCALE: 1" = 20'-0"

A1

COMPREHENSIVE FLOOR PLAN GRAPHIC SCALE: 1"=20'

20' 0 40'20'

Sheets

A-100 - COMPREHENSIVE FLOOR PLAN

image47.emf

FIRST FLOOR

0"

TOP OF WALL

25'-4"

ALUCOBOND-TYPE ALUMINUM

EXTERIOR PANEL SYSTEM

12" CMU/BRICK EXT WALL TO 25'-4" TYP

ALUCOBOND PANEL SYSTEM OVER

CMU COLUMNS UP TO 25'-4"

CURTAIN WALL GLAZING SYSTEM

AT FRONT OFFICE AND ENTRANCE

EXTERIOR PANEL SYSTEM ALUCOBOND-TYPE ALUMINUM

SATISFACTORY TO

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

SCALE:

STA. PROJ. NO.:

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

IG

T

V A ile ri

DO NOT USE FO

CONSTRUCTIO

PRELIM

INARY

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

P.

STCETIHCRA

FB

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CERT. NO.

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A-201

OF XX

35% SUBMITTAL

DEC 2024

IP

D1

SOUTH ELEVATION

C1

EAST ELEVATION

B1

NORTH ELEVATION

A1

WEST ELEVATION

GRAPHIC SCALE: 1"=20'

20' 0 40'20'

Sheets

A-201 - EXTERIOR ELEVATIONS

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