Am-0011 Attachments 2-24.pdf

FY25 MDA Project 693 PDI: Guam Defense System, Command Center, 1812861 Andersen AFB, Guam

SECTION 01 11 00.00 14

SUMMARY OF WORK

02/24

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.1.1 Brief Description

The project constructs a Command Center (CC) Complex supporting command and controls components. The CC construction includes using materials appropriate for the tropical climate conditions, while meeting the requirements for wind and seismic conditions, associated 9 MW (N+2) mission power generation facility, a switchgear building and associated equipment. Functional areas will accommodate personnel, computing equipment, user interfaces, communications, and procedures, needed for planning, controlling, and directing mission activities.

1.2.1.2 Unique Requirements

Primary facilities will include special construction to meet site specific ground motion and seismic requirements to include base isolation. The CC facility, foundation and power generation facility shall be designed Risk Category IV. The CC facility is open-storage secret facility that must abide by ICD 705 Technical Requirements. Additionally, the CC facility requires the Contractor follow the Construction Security Plan, attached to Section 01 30 00.00 14 ADMINISTRATIVE REQUIREMENTS. Project will include cybersecurity and, facility security system levels, integrated electronic security system (IESS), site security measures, entry control, asset security fencing and gate. Additional facilities will include an Antenna Tower, Fuel Storage to include a fuel off-loading apron/containment (200K GA) and above ground tanks (60K GA), supporting 7/24 operations. Site Preparation includes demolition of 38 housing units and mitigation of pesticide-infected soil, site clearing/ grubbing, rough grading, and finish grading and drainage.

1.2.1.3 Building Information Modeling (BIM)

The Contractor must develop a BIM 3-dimensional model to verify, prior to construction placement, that elements being constructed are coordinated spatially and that adequate space is provided for equipment, equipment access, structural steel placement, seismic bracing, and other elements.

The BIM Model must tie in the site's facilities and site infrastructure, as needed to coordinate building elements.

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28 JANUARY 2025

1.2.2 Location

The work is located at the Andersen Air Force Base, Guam, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Houses may be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and general construction site housekeeping.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 15 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 GOVERNMENT-INSTALLED WORK

Government to install Ops Floor Video Display, all associated audio-visual infrastructure.

1.6 COORDINATION REQUIREMENTS

1.6.1 Navy and Marine Corps Intranet (NMCI) Contractor Access

Allow the NMCI Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the NMCI Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NMCI Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7 NCTS/TELECOMM/ACCESS CONTROL/IDS COORDINATION REQUIREMENTS

1.7.1 NCTS/Telecomm/Access Control/IDS Contractor Access

Allow the NCTS/telecomm/access control/IDS Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. Coordinate efforts with the NCTS/telecomm/access control/IDS Contractor to facilitate joint use of building spaces during the final phases of construction. After the

SECTION 01 11 00.00 14 Page 2

Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional coordination with the NCTS/telecomm/access control/IDS Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.7.2 Rooms 140 - 141 Coordinated Work Effort - Knowledge Wall

Operations room front wall framing, minus video wall framing, to be installed by the Contractor. The Contractor will install front wall framing prior to the video wall contractor (separate Government Contractor) install of the video wall framing. The Contractor will complete front wall finishes after the video wall framing is complete.

Video wall contractor will install and finish video wall after the Contractor is complete (BOD).

1.7.3 Room 135 Coordinated Work with the Government

Notify the Government 60 days before coordinate survey prior to JOD B when Room 135 cable trays, grounding buses, and power buses are completed.

1.7.4 Site Security Contractor Coordination

1.7.4.1 Security Site Preparation

Construction Contractor must coordinate and make space for the the Site Security Contractor once all site preparation is completed and the temporary project site fence and gates are installed. Construction Contractor must finish grade and install temporary power to the Site Security Contractor's Secure Storage Area (SSA) and the Site Security Contractor's temporary Access Control Facility (ACF). Site preparations, project site fence and gates, and temporary power to the SSA and temporary ACF must be completed six (6) months before the start of the isolated slab. Work on the isolated slab cannot begin until the Site Security Contractor has moved in and is operational.

1.7.4.2 Project Site Security

Once the Construction Security Contractor has moved in and their security infrastructure is installed, the project site access will be controlled by the Construction Security Contractor. Project site security will begin at least 30 days prior to the start of isolated slab construction. Project site access requirements are within the Construction Security Plan (CSP) that is within the Appendix of Section 01 14 00.00 14 WORK RESTRICTIONS.

1.7.4.3 Special Use Space (SUS) Security

Once all structural walls, floor, and roof of the SUS are installed, Construction Contractor must coordinate with the Construction Security Contractor to allow the Security Contractor to construct a temporary access door to the SUS and control access to the SUS. Construction Contractor must allow Security Personnel access to all construction activities within the SUS for inspection.

1.8 JOINT OCCUPANCY DATE (JOD) DEFINITION

Joint occupancy date (JOD) is the date on which construction has progressed to a point where the Government Contractors are allowed to commence installation of equipment or perform other desired work in

SECTION 01 11 00.00 14 Page 3 designated facilities or areas. Such Government System Contractors activities will be scheduled to cause a minimum of interference with the activities of the construction agency. Specific details of joint occupancy are outlined in the following paragraphs.

1.8.1 JOD Phase A: Room 107 JOD Requirements

a. Command Center structure complete and weather tight.

b. UCC power cables installed up to and into each junction box at each UCC rack location according to 14CC-EP4410. All associated breakers must be locked-out according to approved procedures.

c. Proper lighting available in Room 107. Temporary lighting is acceptable.

d. HVAC operational and able to maintain stable temperature, between 60 degrees F (heating) and 78 degrees F (cooling), and Daytime Environmental Control, non-condensing humidity, in Room 107.

e. All communication pathways from both UCC Racks to the A and B "Core" Switches installed in accordance with the contract.

f. The UCC Printer junction box installed in the Room 107 and all communication pathways from the junction box to the A and B "Core" Switches installed in accordance with the contract.

g. Stable (temporary acceptable), power available in the Room 107 for installation tools.

h. Sealed floor in the Room 107.

i. All heavy industrial work (e.g., welding, grinding, cutting) completed in all rooms/compartments/walkways where UCC and Room 107 equipment will be installed. There shall be no drywall work and no sanding past JOD. Temporary opening to room (REU Room) not included in the work that must be completed After JOD, there shall be no work that creates dust, and no painting with the exception of touch-up.

j. All sprinkler system components in the Room 107 installed and hydrostatic pressure tested.

k. UCC foundations installed and grounded per contract documents to floor grid in the Room 107.

l. Deck/floor clear of obstacles in Room 107 and path of equipment movement from building entry.

m. Temporary floor installed from Room 107 equipment opening to/around the front of UCC foundations. Pathway must be at least 4-foot wide, 6-foot at corners.

n. Power panels labeled for safe and correct UCC and REU/equipment power hookups, per the contract. Lock-out/tag-out procedures approved and coordinated with the Government.

o. Emergency lighting installed and available.

p. Approved submittals for 100 percent-point testing from the control

SECTION 01 11 00.00 14 Page 4 system to the aggregator gateways for two of the three of the system, the Building Automation/Control System, and the Power Control and Monitoring System.

q. Contractor availability and capability to stimulate and monitor points at the aggregator gateways for 100 percent-point testing through to the UCCs.

r. A method of voice communications is available from the Room 107 to the location of the aggregator gateways to be tested.

1.8.2 JOD Phase B: Room 135 JOD Requirements

a. Stable and conditioned (UPS-Fed) A and B side power available

b. HVAC operational and able to maintain stable temperature (between 60 degrees F (heating) and 76 degrees F (cooling)) and humidity control.

c. Lighting available in all work areas and areas where equipment will be installed.

d. All cable trays and pathways installed and grounded per the contract.

e. All outlets installed and cables ran as required by the contract.

f. All heavy industrial work (e.g., welding, grinding, cutting) completed in all rooms/compartments/walkways where Government furnished equipment will be installed. There shall be no drywall work and no sanding past JOD. After JOD, there shall be no work that creates dust, and no painting except for touch-ups.

g. All facilities support services and safety services integral to the open overhead and/or closed ceilings shall be installed, tested, and accepted. This includes all equipment in the open overhead and/or closed ceiling, such as lighting, emergency lighting, fire suppression, security system device pathways, and announcement system components.

h. Raised floor installed (Confirm with IC).

i. Door and door hardware installed.

j. All sprinkler system components installed, and hydrostatic pressure tested.

k. Fiber optic outside plant must be complete.

1.8.3 JOD Phase C: Room 130 JOD Requirements

a. Stable and conditioned (UPS-Fed) A or B side power available.

b. Power panels labeled for safe and correct REU/equipment power hookups, per the contract. Lock-out/tag-out procedures approved and coordinated with the Government Contractor.

c. Lighting available in all work areas and areas where Government Contractor equipment will be installed.

d. HVAC operational and able to maintain stable temperature (between 60

SECTION 01 11 00.00 14 Page 5 degrees F (heating) and 76 degrees F (cooling)) and humidity control.

e. All cable trays and pathways installed and grounded per the contract.

f. All cables ran and terminated as required by the contract.

g. Required rack mount foundations installed.

h. REU Foundation installed.

i. Access paths for REU install are unencumbered.

j. All heavy industrial work (e.g., welding, grinding, cutting) completed in all rooms/compartments/walkways where REUs/equipment will be installed. There shall be no drywall work and no sanding past JOD.

After JOD, there shall be no work that creates dust, and no painting except for touch-ups. After JOD, any remaining installation and hookup of facilities equipment shall be done without hot work and shall be coordinated with the Government Contractor.

k. Contractor-installed power busses for the REUs/equipment installed, connected to the source power panel, and tagged out per approved lock-out/tag-out procedures.

l. All facilities support services and safety services integral to the open overhead and/or closed ceilings shall be installed, tested, and accepted. This includes all equipment in the open overhead and/or closed ceiling, such as lighting, emergency lighting, fire suppression, security system device pathways, and announcement system components.

m. Door and door hardware installed.

n. Raised floor must be installed after REU equipment has been moved in.

Note, this includes the movement of REUs through the building exterior opening to be placed in the Room 107 and Room 140.

o. All sprinkler system components installed, and hydrostatic pressure tested.

1.8.4 JOD Phase D: Rooms 140 - 141 JOD Requirements

a. Stable and conditioned (UPS-Fed) A or B side power available.

b. HVAC operational and able to maintain stable temperature (between 60 degrees F (heating) and 76 degrees F (cooling)) and humidity control.

c. All cable trays and pathways installed and grounded per the contract.

d. All outlets installed and cables ran as required by the contract.

e. All heavy industrial work (e.g., welding, grinding, cutting) completed in all rooms/compartments/walkways where Government Contractor equipment will be installed. There shall be no drywall work and no sanding past JOD. After JOD, there shall be no work that creates dust, and no painting except for touch-ups.

f. All facilities support services and safety services integral to the open overhead and/or closed ceilings shall be installed, tested, and

SECTION 01 11 00.00 14 Page 6 accepted. This includes all equipment in the open overhead and/or closed ceiling, such as lighting, emergency lighting, fire suppression, security system device pathways, and announcement system components.

g. REU Foundation installed.

h. Access paths for REU install are unencumbered.

i. Raised floor must be installed after REU equipment has been moved in through the north double door entrance and into the REU area. The raised floor for Tier 2 can be installed prior.

j. All sprinkler system components installed, and hydrostatic pressure tested.

CRITICAL MILESTONES TABLE

MILESTONE MILESTONE NO-LATER THAN

Submit initial submittal register to US GOV for review. NTP + 30 DAYS

Submit long lead items list to US GOV for review. NTP + 45 DAYS

All long lead item submittals/shop drawings to US GOV for review.

NTP + 90 DAYS

Resource-loaded schedule detailing all major activities through entire life of project provided to US GOV for review.

NTP + 30 DAYS

Coordinate purchase and delivery of long lead items. NTP + 120 DAYS

Phase A: Allow US GOV and Project stakeholders to Joint Occupy and commence installation of equipment or perform other desired work in Room 107.

NTP + 1,024 DAYS

Phase B: Allow US GOV and Project stakeholders to Joint Occupy and commence installation of equipment or perform other desired work in Room 135.

NTP + 1,059 DAYS

Phase C: Allow US GOV and Project stakeholders to Joint Occupy and commence installation of equipment or perform other desired work in Room 130.

NTP + 1,000 DAYS

Phase DA: Allow US GOV and Project stakeholders to Joint Occupy and commence installation of equipment or perform other desired work in Room 140-141.

NTP + 1,086 DAYS

SECTION 01 11 00.00 14 Page 7

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.00 14 Page 8

P-693 CONSTRUCTION SECURITY PLAN (CSP)

6 September 2024 Incorporating change 3, dated 21 Jan 2025

Robert Negaard – Site Security Manager Scott Jones – Special Security Officer

THIS DOCUMENT IS THE PROPERTY OF THE US GOVERNMENT. THIS DOCUMENT MUST

BE ADMINISTERED AND DISSEMINATED ON A NEED-TO-KNOW BASIS TO ENTITIES

ELIGIBLE TO WORK IN THE UNITED STATES AND ITS TERRITORIES. ANY DUPLICATION

AND/OR DISTRIBUTION TO AGENCIES OR INDIVIDUALS IS EXPRESSLY PROHIBITED

WITHOUT ADVANCE WRITTEN APPROVAL OF THE LEAD GOVERNEMNT AGENCY AND

THE NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND.

Summary of Changes

DATE REASON MADE BY

2 Jan 2025

Section 1, para 9 Updated to clarify distinction between Construction Security Monitoring Contractor and General/Prime Construction Contractor

S. Jones, SSO

2 Jan 2025

Consolidated language for consistency. All references in the CSP are written as “Construction Security Monitoring (CSM) Contractor”

S. Jones, SSO

2 Jan 2025 Section III, para 4.c Updated to clarify operation of the APC for personnel and vehicle/equipment entry and exit.

S. Jones, SSO

2 Jan 2025 Section III, para 5 Update to delineate CSM and Construction Contractor responsibilities for the

SSA

S. Jones, SSO

2 Jan 2025 Section IV, para 5 Corrected reference to appendix for labor matrix S. Jones, SSO

2 Jan 2025 Section IV, para 8 Corrected reference to appendix for transit plan S. Jones, SSO

2 Jan 2025 Section IV, para 8 Updated to clarify responsibility for travel costs associated with certification actions

S. Jones, SSO

2 Jan 2025 Section V, para 1.a Update to clarify responsibility for C4I materials acquisition S. Jones, SSO

2 Jan 2025 Section V, para 1.k Updated to replace “host nation” with “local” S. Jones, SSO

2 Jan 2025 Section V, para 1.s.ii Updated to clarify origination of vetted vendor list S. Jones, SSO

2 Jan 2025 Section V, para 5 Updated to clarify authorized SUS work by H-2B workers S. Jones, SSO

2 Jan 2025 Section V, para 7 Updated to clarify responsibility for climate controlled ACF S. Jones, SSO

3 Jan 2025 Section V, para 7.l Updated to clarify responsibility for PED storage S. Jones, SSO

3 Jan 2025 Section V, para 8.j. Updated to clarify Andersen AFB vetting of concrete drivers S. Jones, SSO

3 Jan 2025

Section I, para 9 Updated to define Construction Contractor. CSP update to remove “Prime” reference. For the purposes of the CSP, the term Construction Contractor refers to Prime/General and any sub-contractors

S. Jones, SSO

3 Jan 2025 Appendix B Updated to clarify security of conex containers and escort requirements for air shipments directly from a manufacturer

S. Jones, SSO

3 Jan 2025

Section IV, para 7 Updated to add language for temporary walls and doors associated with the SUS and access to interstitial area of the base isolation slab.

S. Jones, SSO

16 Jan 2025 Section V, para 6.d. Updated for clarity. S. Jones, SSO

16 Jan 2025 Section V, para 6.l. Update to clarity PED storage separation. S. Jones, SSO

16 Jan 2025 Section V, para 7.d. Removed PED storage from ACF office space and clarified construction contractor’s responsibility to provide storage.

S. Jones, SSO

21 Jan 2025 Section I, para 11 Updated for clarity S. Jones, SSO

21 Jan 2025 Section III, para 4.c & d Updated schedule and responsibilities S. Jones, SSO

21 Jan 2025 Section III, para 7 Clarified location of DF facility S. Jones, SSO

21 Jan 2025 Section IV, para 8 Removed Construction Contractor responsibility for Certification Teams S. Jones, SSO

21 Jan 2025 Section IV, para 8.a Clarified CSM Contractor responsibility for Certification Teams S. Jones, SSO

21 Jan 2025 Section V, para 1.a Edited for clarity S. Jones, SSO 21 Jan 2025 Section V, para 1.i Edited for clarity S. Jones, SSO 21 Jan 2025 Section V, para 3.b Clarified authority to stop work S. Jones, SSO

21 Jan 2025 Section V, para 6.e Changed “CAC” to “government-issued ID”

S. Jones, SSO

21 Jan 2025 Section V, para 6.l.ix Removed paragraph S. Jones, SSO 21 Jan 2025 Section V, para 7 Clarified requirement for temporary fencing and doors S. Jones, SSO

21 Jan 2025 Section V, para 8.i Clarified authority to stop work due to a security incident

S. Jones, SSO

Construction Security Plan Andersen Air Force Base, Guam

Contents

I. General Information 5

II. Purpose 6

III. Project Details 7

IV. Organizational Roles, Responsibilities, and Definitions 9

V. Facility Construction and Design Considerations 12

1. Construction Material Acquisition 12

2. Construction Material Transportation 17

3. Construction Site Security 18

4. Administration 20

5. Labor 21

6. Access Procedures and Personnel Screening 21

7. Physical Security 27

8. Construction Surveillance 32

VI. References 35

Appendix A: Acronyms and Terms Appendix B: Transit Security Plan Appendix C: Labor Matrix Appendix D: Access Control Facility (ACF) (provided by CSM Contractor) Appendix E: Security Storage Area (SSA) (provided by CSM Contractor)

I. GENERAL INFORMATION

1. Responsible Security Personnel

a. Site Security Manager (SSM): Until Construction Security Monitoring Contract is let, Robert Negaard, USACE-NAB RSFO, will be the acting SSM. Cell Phone 719- 653-4431, JWICS email is rdnegaa@nsa.ic.gov, unclass email is robert.d.negaard2@usace.army.mil

b. Special Security Officer (SSO): Pending lead service branch assumption of responsibilities, Scott Jones will be the responsible SSO. 256-450-4097. JWICS email is scott.t.jones@coe.ic.gov, unclass email is scott.jones@mda.mil.

2. Location: Andersen Air Force Base, Guam (13o 34’ 01.7” North, 144o 55’ 51” East)

3. Estimated construction start date: August 23, 2025

4. Estimated construction completion date: June 8, 2029

5. Estimated cost for the project: See DD Form 1391

6. Design Contract Prime: JACOBS / Black and Veatch, A Joint Venture

7. Design and Construction Agent: NAVFAC PAC

8. Construction Acquisition Agent: NAVFAC PAC

9. Contractors:

a. Construction Security Monitoring (CSM) Contractor will be under separate Government contract – not under the general or prime construction contractor.

b. Construction Contractor refers to the Prime or General Contractors and all sub-contractors for the purpose of this CSP.

10. Contractor requirements: The Construction Contractor, CSM Contractor, and all sub-contractors shall comply with U.S. Government (USG) requirements as specified in this and subsequent versions of the CSP, the NISPOM Rule (32 CFR Part 117), UFC 4- 010-05, and the Technical Specifications for Intelligence Community Standard/Directive (ICS/ICD) 705 including applicable portions of Chapter 4, overseas projects not under Chief of Mission control. Contractors shall:

a. Afford unrestricted access to the worksite by inspectors and site security personnel.

mailto:rdnegaa@nsa.ic.gov mailto:robert.d.negaard2@usace.army.mil mailto:scott.t.jones@coe.ic.gov mailto:scott.jones@mda.mil

b. Allow unfettered surveillance and inspection by any USG and designated contractor security personnel as authorized by the SSO, Contracting Officer/COR and

SSM.

c. Perform required security work when directed by the Contracting Officer/COR and SSM to protect sensitive information and materials, address unauthorized disclosures, and address unauthorized accesses to the work site.

d. Construction Contractor and subcontractor personnel working on the interior of the Special Use Space (SUS) will be U.S. citizens or U.S. persons. UNCLEARED US:

a US citizen or US person who does not have a security clearance. H-2B VISA holders do not meet this definition and cannot perform work on or in the SUS.

11. Construction Security Monitoring (CSM) Contractor conflict of interest mitigation:

a. The SSM and any assistants or deputies will be on the CSM Contractor.

b. The SSM will develop (and or approve) all processes and procedures to be implemented by the CSM Contractor.

Prohibited countries: The Construction Contractor is prohibited from acquiring labor, goods or services from the following countries: Belarus, Cuba, Iran, North Korea, Peoples’ Republic of China, Russia, Venezuela and Vietnam.

12. Labor country of origin: Only U.S. citizens and persons legally eligible to work in the United States may work on the SUS. All personnel are subject to security vetting prior to being granted access to the construction site.

II. PURPOSE:

1. Intent: This CSP sets forth security requirements and procedures for the deterrence, prevention and detection of security breaches at the Secure Storage Area (SSA) and the Special Use Space (SUS). Guidance in this document provides procedures for securing the construction site and for the progressive increases in the level of security oversight over the course of the construction project.

2. Scope: This CSP applies a risk-based rationale to provide the highest level of security in a resource constrained environment. This CSP remains in force until the facility is accepted by the U.S. Government and placed into operations.

3. Special Use Space (SUS) construction requirements: SUS construction procedures require special site security staff members, unique material procurement procedures, oversight and risk mitigation methods, all of which are delineated in the CSP.

4. CSP supplementing material: This CSP may be supplemented from time-to-time with site-specific policies and procedures as issued by the Site Security Manager (SSM), with the approval of the AO. In addition, the SSM may publish notices, bulletins and other information in order to correct a security hazard and/or inform the workforce as needed.

5. CSP contents: CSP will address the following activities:

a. Construction material acquisition

b. Construction material transportation and storage

c. Construction site security

d. Administration

e. Labor

f. Access procedures and personnel screening

g. Physical security procedures

h. Construction surveillance procedures

6. Updates to CSP: This CSP is a living document that will be reviewed monthly, and updated as required to reflect changing conditions and the current status of the project.

7. Releasable: Releasable portions of this CSP will be incorporated into the P-693 request for proposal (RFP). When viewed as a part of the RFP, this CSP shall be treated as equally authoritative. For any inconsistencies between the RFP and CSP, the more restrictive standard shall apply with the ICD 705 series documents taking precedence when a conflict occurs.

III. PROJECT DETAILS

1. Facility specifics:

a. The proposed Special Use Space is located on the first floor of the Command Center.

b. The design of the facility is further described in Command Center project documents.

c. The facility will be constructed as a one story building with tilt up concrete walls. The foundation will incorporate a Base Isolation System. The facility will have CCTV cameras placed at strategic points in order to provide blanket coverage of the entire building.

2. Physical scope of CSP: Specific Special Use Space areas covered in this CSP refer to the sub-structure, walls, ceilings and floors.

3. Security mitigations: To mitigate possible vulnerabilities the SSA may be guarded 24/7 by CAG personnel or utilize continuous CCTV when the site is not occupied. The Construction Security Monitoring Contractor will install a fence shaker system, CCTV and Intrusion Detection System (IDS), and any other security measures to detect intrusion. The entire construction site will be protected with an 8 foot FE-6 type secure fence. Emergency Services will be allowed access as required in case of an emergency.

4. Construction Site:

a. Within this CSP, the term "construction site" and "project site" includes the entire construction site, to include the adjacent mechanical yard and antenna farm.

Note: When security requirements apply specifically to SUS and not the general construction site, CSP language will reflect this.

b. Before the start of construction work, the Construction Contractor will install the fence around the construction site and SSA. The fence will be a FE6 security fence.

Only site clearing and initial grading will be allowed prior to installation of the fence.

Once the fence is installed, access will be controlled in and out of the site through a single point of entry, the Access Control Facility (ACF). The ACF will be in a location to be determined by the overall Project Manager and SSM.

c. The CSM Contractor will begin installation of temporary security facilities 6 months prior to the Construction Contractor’s scheduled placement of the main project base isolation slab. The CSM Contractor will complete installation of all temporary facilities and security systems 30 days prior to the Construction Contractor’s scheduled placement of the base isolation slab. At this time, all security protocols outlined in the CSP will be enforced.

d. The Construction Contractor must ensure required documentation and security protocols are in-place per the CSP and certify to the SSM 30 days prior to the Construction Contractor’s scheduled placement of the base isolation slab to ensure there will be no impact to scheduled construction activities on the project site.

e. The ACF, provided by the security contractor, will serve as the primary point of entry and exit for the construction site. The AFC will be used to check all workers into and out of the entire construction boundary and the SUS area. Upon entering the site, workers may be subject to various inspections, including x-ray scans, metal detectors, and or physical inspection of tools, equipment, and bags, etc. Access control system will consist of a badge swipe and or iris scan. The Sally Port will be utilized for deliveries of large items and materials. This access will be IDS secured at all times and will be for materials access only. It will not serve as a personnel access point however it may be utilized as an emergency egress point.

f. Construction Security Monitoring Contractor (CSM) will be responsible for site security during work hours as defined in the Construction Contractors contract. Any hours outside of these times will be coordinated through the SSM and COR at least 2 weeks in advance to allow the CSMS contractor to make appropriate adjustments to work schedules.

g. During non-working hours, the Construction Security Monitoring (CSM) contractor will secure the site against breeches by an intrusion detection system (IDS), 24/7 CAG manning of the ACF, roving patrols and monitoring of the CCTV system. The ACF will link to the Andersen Air Force Base Security Force via phone, two-way radio and duress system.

h. During non-working hours the site will be inspected to ensure all personnel have departed and the site will be completely locked to include all fences, the ACF and the Secure Storage Area (SSA).

i. A duty roster will be maintained to ensure that the SSM or the alternate SSM remains on call and within one hour of the site at all times during off hours.

j. CCTV video surveillance will be used to supplement the IDS systems. CCTV monitoring stations will be at the ACF. CAGs will monitor the CCTV system through final accreditation. CCTV monitoring shifts will be no more than two hours in length.

5. Secure Storage Area (SSA): The SSA, operated by the CSM contractor, will be located within the perimeter of the construction site, in a separate fenced-off secure area covered by its own IDS and CCTV. The Construction Contractor is responsible for installing the fence and vision obscurity material, ground improvements and maintenance with the SSA. All designated construction material, unless otherwise specified and approved in writing by the SSM/SSO, will be delivered to the SSA for inspection and storage prior to introduction into the construction site. Inspectable materials shall remain within the SSA until required by the Construction Contractor. The delivery to and from the SSA shall be the responsibility of the Construction Contractor.

The SSA will be manned when access is required for materials and locked when not in use.

6. Access Control Facility (ACF): A temporary facility located at the primary access control point will monitor and process all vehicle and pedestrian traffic into and out of the construction site. The ACF will be manned when construction or other related activity is ongoing. All security related equipment and resources will be provided by the security contractor and will include:

a. LG Iris Access 4000 or equivalent iris scanners for 100% positive identification of all personnel to scan in as they enter and scan out as they depart the site

b. Garrett PD 6500I or equivalent enhanced pinpoint walk-thru metal detectors

c. Garrett Super Scanner V or equivalent hand-held metal detectors for secondary screening

d. Smiths Detection HI-SCAN 6040i Heimann x-ray technology or equivalent X-ray screening for all bags/tools/items accessing the site via the ACF

e. Full CCTV coverage of both the ACF and vehicle inspection area

f. Badge/ID exchange with CAG personnel

g. Office space for the SSM and security personnel

h. A secure document storage / read room for viewing classified documents

i. CST workstations to download data and photo files from tablets and draft reports

j. All personnel will enter and depart the construction site via the ACF, unless an emergency requires egress through a secondary emergency exit

7. Decertification Facility (DF): The CSM contractor will provide a temporary, climate controlled structure at the construction site for the decertification of secure surface and air shipments. The DF should be inside the SSA. If necessity dictates that the DF must be located off the secure construction site, it will require a separate IDS and CCTV system and roving CAG patrols when containers carrying non-inspectable materials are present. Material decertified at an off-site DF will require 100% CAG escort to the secure construction site.

IV. ORGANIZATIONAL ROLES, RESPONSIBILITIES, AND DEFINITIONS

1. Tenant: TBD

2. SSO: The SSO will serve as liaison between SSM and the Accrediting Official (AO) for security issues and concerns, and accreditation of this facility. The SSO is charged with ensuring that the provisions outlined in request for proposals (RFP)/contracts, the CSP and all Director of National Intelligence (DNI), Department of Defense (DoD), directives, instructions, policies and standards are complied with at all times. The SSO must certify that appropriate security requirements are implemented to ensure accreditation for the SUS. The SSO may require assistance from Senior Intelligence Officers (SIOs) and security expertise for general security, counterintelligence and force protection issues to ensure the regulatory requirements are implemented.

3. Accrediting Official (AO): Responsible agent for the accreditation of this facility. The AO will provide program management and approval for this construction security plan.

4. Site Security Manager (SSM): TOP SECRET/SCI cleared with relevant construction security work experience and qualified through the Department of State SSM certification course, or SSO-approved DoD equivalent. The SSM is the designated lead for construction site security and is responsible for coordinating and overseeing all aspects of site-specific security for the construction project, including physical, technical, personnel, and procedural security requirements, as well as periodic technical tests and inspection of work performed. The SSM will be available 24/7 from start to finish of the construction project. When not on-site, the SSM will designate a person to perform SSM duties in his absence. Specifically, the SSM ensures security concerns are fully integrated with the overall construction plan, and that security programs keep pace with the construction effort in accordance with the Site Security Monitoring Service Standard Operating Procedures. The SSM will be supported by two Assistant/Deputy SSMs. Site security personnel will conduct security briefings as necessary. The SSM will have copies of documentation related to this project, such as the work schedules, access rosters, scope of work, construction review meeting minutes, inspection reports, and any security violation reports. The SSM and staff will be on station until the lead service takes occupancy. The SSM will have a robust staff of knowledgeable support personnel holding appropriate security clearances and implement this CSP.

5. Construction Surveillance Technician (CST): TOP SECRET cleared technicians qualified through the Department of State certification course (CAG/CST SE-640) or DoD equivalent training and relevant work experience are tasked to monitor a range of construction activities on the construction site. The CSTs will maintain eyes-on vigilance over all construction personnel, as well as U.S. construction personnel who do not hold security clearances, during every phase of the construction project. The number of CST personnel will be adjusted to meet the individual task and surveillance requirements, as laid out in Appendix C Labor Matrix. CSTs will also maintain all required documentation of inspections, security violations and incidents. CSTs will utilize authorized tablet devices with built in cameras to document findings throughout the day. At the end of each shift they will return to the ACF to upload all photographic files and draft daily logs.

Tablet devices are not allowed off the secure construction site once processed through initial inspection. Use of tablet devices on the secure construction site will be in strict accordance with a special operating procedure as detailed in the Site Security Monitoring Service Standard Operating Procedures. CSTs are subordinate to the SSM.

6. Cleared American Guard (CAG): The CAGs hold a minimum SECRET clearance and are certified through the Department of State certification course (CAG/CST SE-640) or DoD equivalent training. CAGs will provide personnel and vehicle access control into and out of the construction site. CAGs will serve as the primary Access Control Officers, manning the ACF. In addition, CAGs will perform duties as directed by the SSM or his designee, during his absence, to support site security operations such as roving patrol, personal or vehicle escorts, and SSA access control. CAGs will be the initial response mechanism to alarms on the secure construction site. CAGs fall under the responsibility of the SSM.

7. Security Administrative Personnel: Trained and certified security specialists required to provide administrative and security support to the SSM. Admin personnel will be responsible for handling all personnel vetting documentation, inputting personnel information for badging and processing, passing and receiving security clearances and handling all visitor and vehicle access requests.

8. Certification/Decertification Team: SECRET cleared contractor personnel who will handle both ends of the non-inspectable material transportation process. See V.1.h. for more information on non-inspectable materials. See Appendix F Transit Security Plan for details on the transportation of non-inspectable construction materials. To prevent potential conflict of interest between the Construction Contractor and the construction security subcontractor, the SSM and/or Assistants will head the certification and decertification team. Only the SSM/Assistant SSM will make the decisions on decertification of a secure shipment. While it is not required for the SSM/Assistant SSM to be present at the CONUS based consolidated receiving point (CRP), if used, at the time of packing and certification, the USG/end-user may at any time require that the SSM/Assistant SSMs be present during the certification process. Travel costs associated with certification will be the responsibility of the CSM contractor.

a. Certification Team (CT): CONUS based CSM Contractor personnel who will perform surface and air shipment certification. Team members will prepare the shipping container, prepare, re-pack and load the inspectable materials and seal (paint and weld) the secure shipping containers loaded with non-inspectable materials bound for the construction site.

b. Decertification Team (DT): SECRET cleared USG, SSM or Construction Security Monitoring (CSM) contractor personnel who will meet the arriving non-inspectable materials, inspect the exterior of the containers to ensure no tampering of the seals, move with the materials to the secure construction site, and in conjunction with SSA personnel, open and process the incoming materials. Construction contractor decertification personnel will also handle all unpacking and debris disposal associated with the decertification process.

9. Andersen Air Force Base Security Forces (AABSF) have response authority to IDS alarms or breaches to perimeter security, although CAGs and other site security personnel might be first on the scene. AABSF will facilitate the vetting of workers allowed access to Andersen Air Force Base. AABSF will be accessible to the ACF and site security personnel via telephone or other means such as a trunked radio system.

10. Technical Support Personnel: Technical Support personnel will conduct periodic, and unannounced technical tests and inspections of all construction areas and work-in-progress at the site to ensure security integrity in all construction tasks.

V. FACILITY CONSTRUCTION AND DESIGN CONSIDERATIONS

1. Construction Material Acquisition

a. Applicability: Materials referenced in this section are materials that will be used in the construction of the SUS project. The acquisition requirements for C4I materials are addressed in Appendix J. (This is a government responsibility and Appendix J will be drafted at a later date. There is no Construction Contractor responsibilities associated with C4I materials acquisition.)

b. Requirements: The Construction Contractor will be responsible for procuring all construction materials for the construction of the special use space. All construction material acquired for the construction of the secure areas of the facility will be subject to security controls. The specific controls used will vary depending on the type of materials and procurement methods used. For example, inspectable materials will have specific security controls for acquisition and transportation that are different from non-inspectable materials.

c. Security Controls: In general, construction materials will be subject to security controls at either the point of procurement and transport (i.e., purchased in CONUS through a ''trusted source" and shipped securely), or upon arrival to the site, prior to acceptance to the SSA (i.e., purchased locally, shipped to site unsecure and inspected upon arrival). If materials are procured securely from a trusted source in the U.S. or locally via a random procurement process, they will be transported to the construction site securely under CAG escort the entire time and placed in the SSA without further inspection. If materials are procured from approved local sources and/or transported to the jobsite unsecured, the materials will be inspected by CSTs prior to acceptance into the SSA for use in the SUS project. Note: Outside CAG escort, secure shipping means items are shipped in their own intact packaging or conex, or in a manner to enable identification of attempted or actual tampering. While the use of a Consolidated Receiving Point is not required for this project, accumulating materials at a Construction Contractor location for consolidation into one conex would be preferred.

d. Prohibited countries: Vendors will be vetted to ensure that they have no ownership, partnering relationships or ties from countries on the prohibited countries list below. Vendors and other service providers with ties to countries highlighted in the list below are prohibited from participating in this project. To include subcontracting for any portion of the SUS. Construction materials for the Special Use Space may not originate or be purchased from a country on the Prohibited Countries List below.

e. Avoidance of prohibited countries during transit: Materials destined for use in the special use space will not be procured or transited through the countries listed in the table below. The construction contractor will develop a comprehensive shipping plan for items that require secure shipment in accordance with the Transit Security Plan found in Appendix B. The contractors’ shipping plan tailored to the SUS project must have written SSM/SSO approval prior to the commencement of procurement and shipping operations.

Prohibited Countries List

Country Citizens / Firms Materials Procurement

Ports of Call or Transshipment (SUS Materials Only)

Belarus No / No No No Cuba No / No No No Iran No / No No No North Korea No / No No No P.R. China No / No No No Russia No / No No See Note Venezuela No / No See Note See Note Vietnam No / No See Note See Note

Note: On a case by case basis, materials, ports of call, and transshipment activity may be permitted with prior approval of the SSM and AO. The request for exception must be supported by all pertinent shipping information and must be submitted 30 days prior to proposed transit.

f. Means of material acquisition: Construction materials intended for use in the SUS, or that penetrate the boundary in any manner will be categorized as either inspectable or non-inspectable. Acquisition and security control methods for materials to be used for construction within the SUS project will vary depending on whether they are considered inspectable or non-inspectable.

g. Inspectable materials: Those constructions and building materials that in their entirety or through component parts can be examined either manually through CST visual or physical manipulation or mechanically by x-ray technology, for the presence of clandestine or other nefarious devices.

h. Non-inspectable materials: Those construction and building materials which due to their physical nature, size and/or complexity cannot be examined, either mechanically or manually, with the detail necessary to reduce the presence of clandestine or other nefarious devices.

i. Inspectable materials list: Once the BOM is provided by the US Construction Contractor, the SSM/SSO will determine the inspectability or non inspectability of each item. For inspectable items, the SSM/SSO/AO will determine the means of inspection and inform the Construction Contractor accordingly.

j. Inspectable/non-inspectable material determination: Determination of inspectable/non-inspectable materials for the SUS project will be made by the Accrediting Agency and the SSM.

k. Inspectable materials acquisition: Materials intended for use in the SUS deemed to be inspectable will be acquired, inspected and secured through one of the following means:

i. US procured – Secure Shipping: Procured from a U.S. vendor, transported to the construction site using secured shipping in accordance with the Transit Security Plan in Appendix B and placed in the SSA without inspection after successful completion of the decertification process.

ii. US procured – Non-secure shipping: Procured from U.S. vendor.

Transported to the construction site using conventional shipping, inspected by CST/X-Ray technology prior to acceptance into the SSA. SSM will require, at a minimum, a 72 hour notice to schedule a CST/X-Ray inspection and up to a 14 calendar day holding period.

iii. Locally procured – inspected: Procured from a vetted local vendor through non-random means, transported to the construction site using conventional local delivery (unsecured), inspected by CST/X-Ray prior to acceptance into the SSA. SSM will require, at a minimum, a 72 hour notice to schedule a CST/X-Ray inspection and up to a 14 calendar day holding period.

l. Local procurement of inspectable materials: All inspectable materials that are procured locally must be approved in advance by the SSM and/or SSO, regardless of their presence on the inspectable materials list. Per ICD 705, with SSM/SSO approval, the local purchase of inspectable materials is permitted as long as 100% of all materials are inspected by CSTs prior to acceptance into the SSA or used in the construction of the SUS.

m. Inspection of construction materials: Materials that have been inspected will be recorded in the CST materials inspection log, photographed using tablet device, tagged with a label indicating its source, procurement method, inspection status, the date it was inspected and the initials of the inspecting CST and spray painted / marked with green paint before being moved either directly into the SSA or into the SUS construction area for immediate use.

n. Non-inspectable materials acquisition: The preferred and standard means of acquiring non-inspectable materials for the SUS is through purchase in the U.S. from vendors with secure shipment to Guam. Although an approved Consolidate Receiving Point (CRP) is not required for this construction project, the Construction Contractor may choose to use a CRP if advantageous to all parties. If used, the CRP must be inspected by the SSM.