P-495_Amendment_Attachments.pdf

P-495 Magazines (Chambers Field) Work Order No. 58817 Norfolk Naval Station, Norfolk, VA

SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

05/17

PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable or non-functional. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contractor's Personnel; G

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all

Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic design, technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Designer of Record, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)

1.4.3 Field Administration

Provide a tablet computer with a Common Access Card (CAC) reader at the job site for Government use only. The tablet computer must have a web-browser, built-in camera, and cellular data connectivity. The tablet computer must be fully charged and made available at all times for Government use to facilitate the input of construction data at the job site. After completion of the work, reset the tablet computer to factory default settings. The tablet computer remains the property of the Contractor and must be removed from the site.

1.5 SECURITY CLASSIFICATION

In accordance with Department of Navy guidance, all military construction contract data are unclassified, unless specified otherwise by a properly designated Original Classification Authority (OCA) and in accordance with an established Security Classification Guide (SCG). Refer to the project's OCA when questions arise about the proper classification of information.

The eCMS and tablet computer must only be used for the transaction of unclassified information associated with construction projects. In conformance with the Freedom of Information Act (FOIA), Department of Defense Manual 5200.01-V4: DoD Information Security Program: Controlled Unclassified Information (CUI), and DoD requirements, any unclassified project documentation uploaded into the eCMS must be designated either "U - UNCLASSIFIED" (U) or "FOUO - UNCLASSIFIED-FOR OFFICIAL USE ONLY" (FOUO).

1.6 ECMS UTILIZATION

Establish, maintain, and update data and documentation in the eCMS throughout the duration of the contract.

1.6.1 Information Security Classification/Identification

The eCMS must be used for the transmittal of the following documents. This requirement supersedes conflicting requirements in other sections), however, submittal review times in Section 01 33 00 SUBMITTAL PROCEDURES remain applicable. Table 1 - Project Documentation Types provides the appropriate U and FOUO designations for various types of project documents. Construction documents requiring FOUO status must be marked accordingly. Apply the appropriate markings before any document is uploaded into eCMS. Markings are not required on U documents.

Table 1 also identifies which eCMS application is to be used in the transmittal of data (these are subject to change based on the latest software configuration). If a designated application is not functional within 4 hours of initial attempt, defer to the Submittal application and submit the required data as an uploaded portable document (e.g. PDF), word processor, spreadsheet, drawing, or other appropriate format. Hard copy or e-mail submission of these items is acceptable only if eCMS is documented to be not available or not functional. For Submittals, select the following:

Preparation by = Contractor personnel assigned to prepare the submittal Approval by = Contracting Officer Representative (COR) Returned by = Design Lead/Manager Forwarded to = Contractor project manager

Table 1 - Project Documentation Types

SUBJECT/NAME CLASS REMARKS ECMS APPLICATION

As-Built Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

Document management, documents, submittals

Base Access Request/Approval

FOUO 1. Verify applicability with local installation security procedures via the Administrative Contracting Office

2. Redact Social Security Numbers (SSNs) prior to upload into eCMS, unless SSNs are required by the local security office to support security clearance investigations or verifications

Communications management, communications

SUBJECT/NAME CLASS REMARKS ECMS APPLICATION

Building Information Modeling (BIM)

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Document management, documents, submittals

Construction Permits

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, submittals

Construction Schedules (Activities and Milestones)

U After the schedule submittal is approved by the COR, import the schedule file into the scheduling application, and select "Approve" to establish a new schedule baseline

Document management, documents, submittals

Construction Schedules (Cost-Loaded)

FOUO Document management, documents, submittals

DD 1354 Transfer of Real Property

U Document management, documents, submittals

Daily Production Reports

FOUO Provide weather conditions, crew size, man-hours, equipment, and materials information

Site management, Daily Report

Daily Quality Control (QC) Reports

FOUO Provide QC Phase, Definable Features of Work Identify visitors

Site management, Daily Report

Designs and Specifications

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Document management, documents, submittals

Environmental Notice of Violation (NOV), Corrective Action Plan

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, submittals

Environmental Protection Plan

(EPP)

FOUO Document management, documents, submittals

Jobsite Documentation, Bulletin Board, Labor Laws, SDS

U Document management, documents, submittals

Meeting Minutes FOUO Communication management, meeting minutes

Operations & Maintenance Support Information (OMSI/eOMSI), Facility Data Worksheet

U 1. Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

2. Design reviews will be performed in existing "Dr Checks"

Document management, documents, submittals

Photographs U Subject to base/installation restrictions

Document management, documents, submittals

QCM Initial Phase Checklists

FOUO Site management, Checklists

QCM Preparatory Phase Checklists

FOUO Site management, Checklists

Quality Control Plans

FOUO Document management, documents, QC Certifications U Document management, documents, submittals

QC Punch List U Site management, Punch lists

Red-Zone Checklist U Site management, Checklists

Rework Items List FOUO Site management, Punch lists

Request for Information (RFI) Post-Award

FOUO Communications management, RFIs

Safety Plan FOUO Site management, Daily Report

Safety - Activity Hazard Analyses

(AHA)

FOUO Site management, Daily Report

Safety - Mishap Reports

FOUO Site management, Daily Report

SCIF/SAPF

Accreditation Support Documents

FOUO Note: Some Construction Security plans may be classified as Secret. Classified information must not be uploaded into eCMS.

Refer to the Site Security Manager, as applicable.

Document management, documents, submittals

Shop Drawings U Locations of sensitive areas must be labeled as either "Controlled Area" or "Restricted Area" and may be shown on unclassified documents with the approval from Site Security Manager

Document management, documents, submittals

Storm Water Pollution Prevention (Notice of Intent

- Notice of Termination)

U Refer to rules of the issuing activity, state or jurisdiction

Document management, documents, Submittals and Submittal Log

U Document management, documents, submittals

Testing Plans, Logs, and Reports

FOUO Site management, QC inspection and testing plan

Training/Reference Materials

U Document management, documents, submittals

Training Records (Personnel)

FOUO Document management, documents, submittals

Utility Outage/Tie-In Request/Approval

FOUO Document management, documents, submittals

Warranties/BOD Letter

FOUO Document management, documents, submittals

Quality Assurance Reports and Compliance Notices

FOUO GOV ONLY

Other Government-prepared documents

FOUO GOV ONLY

All Other Documents

FOUO Refer to FOIA guidelines and contact the FOIA official to determine whether exemptions exist

As applicable

1.6.2 Markings on FOUO documents

a. Only FOUO documents being electronically uploaded into the eCMS (.docx, .xlsx, .pptx and others as appropriate), and associated paper documents described in the paragraph CONTRACT ADMINISTRATION require FOUO markings as indicated in the subparagraphs below.

b. FOUO documents that are originally created within the eCMS application using the web-based forms (RFIs, Daily Reports, and others as appropriate) will be automatically watermarked by the eCMS software, and these do not require additional markings.

c. FOUO documents must be marked "UNCLASSIFIED//FOR OFFICIAL USE ONLY" at the bottom of the outside of the front cover (if there is one), the title page, the first page, and the outside of the back cover (if there is one).

d. FOUO documents must be marked on the internal pages of the document as "UNCLASSIFIED//FOR OFFICIAL USE ONLY"' at top and bottom.

e. Where Installations require digital photographs to be designated FOUO, place the markings on the face of the photograph.

f. For visual documentation, other than photographs and audio documentation, mark with either visual or audio statements as appropriate at both the beginning and end of the file.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177

Aeronautical Study No.

2017-AEA-12421-OE

Prior Study No.

2017-AEA-9973-OE

Issued Date: 12/15/2017

Matthew Cook

NAVFAC MIDLANT FEAD NORFOLK

1721 Piersey St Norfolk, VA 23511-2609

** DETERMINATION OF NO HAZARD TO AIR NAVIGATION **

The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning:

Structure: Water Tank LP-120 Location: Norfolk, VA Latitude: 36-55-56.31N NAD 83 Longitude: 76-17-04.79W Heights: 8 feet site elevation (SE)

162 feet above ground level (AGL) 170 feet above mean sea level (AMSL)

This aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities.

Therefore, pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are) met:

As a condition to this Determination, the structure is to be marked/lighted in accordance with FAA Advisory circular 70/7460-1 L Change 1, Obstruction Marking and Lighting, paint/red lights - Chapters 3(Marked),4,5(Red),&12.

Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored, notify the same number.

It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or:

_____ At least 10 days prior to start of construction (7460-2, Part 1) __X__ Within 5 days after the construction reaches its greatest height (7460-2, Part 2)

See attachment for additional condition(s) or information.

While the structure does not constitute a hazard to air navigation, it would be located within or near a military training area and/or route.

This determination expires on 06/15/2019 unless:

(a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office.

(b) extended, revised, or terminated by the issuing office.

(c) the construction is subject to the licensing authority of the Federal Communications Commission

(FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application.

NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST

BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION

OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO

SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE

ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD.

This determination is subject to review if an interested party files a petition that is received by the FAA on or before January 14, 2018. In the event a petition for review is filed, it must contain a full statement of the basis upon which it is made and be submitted to the Manager of the Airspace Policy Group. Petitions can be submitted via mail to Federal Aviation Administration, 800 Independence Ave, SW, Room 423, Washington, DC 20591, via email at OEPetitions@faa.gov, or via facsimile (202) 267-9328.

This determination becomes final on January 24, 2018 unless a petition is timely filed. In which case, this determination will not become final pending disposition of the petition. Interested parties will be notified of the grant of any review. For any questions regarding your petition, please contact Airspace Policy Group via telephone – 202-267-8783.

This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co-Location; Voluntary Best Practices, effective 21 Nov 2007, will void this determination. Any future construction or alteration, including increase to heights, power or the addition of other transmitters, requires separate notice to the FAA. This determination includes all previously filed frequencies and power for this structure.

This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the

FAA.

This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body.

This aeronautical study considered and analyzed the impact on existing and proposed arrival, departure, and en route procedures for aircraft operating under both visual flight rules and instrument flight rules; the impact on all existing and planned public-use airports, military airports and aeronautical facilities; and the cumulative impact resulting from the studied structure when combined with the impact of other existing or proposed structures. The study disclosed that the described structure would have no substantial adverse effect on air navigation.

An account of the study findings, aeronautical objections received by the FAA during the study (if any), and the basis for the FAA's decision in this matter can be found on the following page(s).

If we can be of further assistance, please contact Lan Norris, at (404) 305-6645, or lan.norris@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2017-AEA-12421-

OE.

Signature Control No: 350230024-351379729 ( DNH ) Mike Helvey Manager, Obstruction Evaluation Group

Attachment(s) Additional Information Map(s)

Additional information for ASN 2017-AEA-12421-OE

PROPOSAL - To construct a fire fighting system water tank to a height of 162 feet AGL / 170 feet AMSL.

The water tank would be located 0.38 nautical miles southeast of the Norfolk Naval Station / Chambers Field (NGU) airport reference point.

TITLE 14, CFR, PART 77 / OBSTRUCTION STANDARDS - Proposal exceeds military obstruction standards Part 77.21(a)(1); the inner horizontal surface by 6 feet as applied to NGU.

AERONAUTICAL IMPACTS - Preliminary FAA study indicates that the structure would:

- have no effect on any existing or proposed arrival, departure, or en route instrument flight rules (IFR) operations or procedures.

- have no effect on any existing or proposed arrival, departure, or en route visual flight rules (VFR) operations.

- exceed the horizontal VFR traffic pattern airspace by 6 feet.

- have no physical or electromagnetic effect on the operation of air navigation and communications facilities.

- have no significant cumulative impact on airport operations, when combined with other existing structures in the vicinity of the proposal.

NOTE: The proposal was not circularized to the public for comments as the proposed structure does not exceed any Part 77 obstruction standard as applied to civil aviation. Potential impacts to military aviation have been coordinated with the appropriate military representatives.

TOPO Map for ASN 2017-AEA-12421-OE

Sectional Map for ASN 2017-AEA-12421-OE

IL = 123 FT

(SIDE) IL = 92 FT

(REAR)

PTR = 420 FT

1.1 450 LBS

(CENTERLINE FRONT)

IBD

/PT

R = 4

FT

1.3

0K

IBD = 1250 FT1.1 30K

IBD = 1250 FT

1.1 45K

PTR = 750 FT

1.1 35K

PTR = 750 FT

1.1 30K

IBD

0 F

T 1.1

0K

IBD = 1250 FT

1.1 30K

PTR = 445 FT

1.2.1 < 125 (MCE) 1500LBS

PTR = 750 FT

1.1 24K

PTR = 750 FT1.1 20K

PTR = 750 FT

IBD =1250 FT

1.1 30K

PTR = 750 FT

PTR = 237 FT

1.2.1 < 50 (MCE) 190LBS

PTR = 750 FT1.1 45K

IL DISTANCE = 520 ft

1.1 24K

IBD = 1250 FT1.1 30K

PT

R =

0 F

T

PTR = 750 FT

IBD = 1250 FT

1.1 20K

IL

DI

ST

AN

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IBD = 12

FT

1.1

K

IBD = 1250 FT

1.1 4K

IBD = 1250 FT1.1 20K

IBD = 1250 FT

1.1 35K

IBD = 1250 FT

1.1 30K

PTR = 750 FT

1.1 30K

PTR = 784 FT

IL DISTANCE = 520 ft

1.1 24K

IL DIST = 520 ft

1.1 24K

PTR = 750 FT

PTR = 784 FT1.1 52K

IBD = 1307 FT1.1 52K

PTR = 445 FT

1.2.1 < 125 (MCE) 1500LBS

PT

R

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1.2

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MC

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IBD = 1307 FT

1.1 52K

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NM30

NM32

NM29

NM31

NM33

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NM176

LP82

NM7

NM71

NM37

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NM26

NM27

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NM110

NM111

NM154

NM23

NM80

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NM45

NM9

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NM4

NM177

NM155

NM175

LP190

NM42

NM74

NM124

NM114

NM110

NM174

NM164

NM163

NM156

NM167

NM72

NM116

NM75

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NM2

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NM150

NM18

NM10

NM14

NM16

NM20

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NM21

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NMC DET SP Compound NSN Air Terminal NAVSTA Norfolk µ Print Date: 10 May 2013

Prepared by:

Andy Gnadt

Facilities Planner NAVSTA Norfolk PWD

9742 Maryland Ave Bldg. Z-140, Ste. 128

Norfolk, VA 23511-3095 757-341-0513 andy.gnadt@navy.mil

1 inch = 400 feet

Legend Dimension Line

IBD

PTR

RSL

IL

IMD

Red Label Loading Area Base Boundary Existing Structure Slab

"h Gate Fence Line Recreation Trail Area Playground Athletic Court Athletic Field Road Area Sidewalk Parking Area Driveway Runway Taxiway Helipad Apron Shoulder Overrun Parking Area Ramp Stream River Hampton Roads Water Base Boundary

WON 58817-

Task Title: P-495 GIANT VOICE Relocation on Water Tower LP120 for

NAVFAC

PERFORMANCE WORK STATEMENT (PWS)

Giant Voice Mass Notification System

1.0 INTRODUCTION, PURPOSE, SCOPE, AND/OR BACKGROUND

This is a performance based service acquisition, best value, completion type, severable task to procure, deliver material and services to de-install existing equipment, install new equipment, optimize, and test site specific equipment in support of required installations of the Giant Voice (GV) Mass Notification System (MNS). This document establishes requirements for the proper installation of the GV MNS at locations listed.

2.1 APPLICABLE DIRECTIVES AND REFERENCES

In the event of a conflict between the text of this PWS and the applicable document cited herein, the text of this PWS shall take precedence. Nothing in this PWS, however, shall supersede applicable laws and regulations unless exemption has been obtained. References used should be latest versions.

DoD Regulations 5400.7 DoD Freedom of Information Act Program SECNAVINST 5211.5E, Department of the Navy (DON) Privacy Program M-5510.36 Department of the Navy Information Security Manual SECNAV M-5239.2, Department of the Navy Information Assurance Workforce Management Manual to support the IA Workforce Improvement Program Public Law 105-220, 29 U.S.C. 794d; SEC. 508. Electronic and Information Technology SPAWAR, Shore Installation Process Handbook (SIPH) Code of Federal Regulations Title 26, Part 1910 (Occupational Safety and Health Requirements, General) DoD 8570.01-M, Information Assurance Workforce Improvement Program Safety and Health Requirements Manual – EM 385-1-1 Structural Standards for Steel Antenna Site(s) and Antenna Supporting Structures – ANSI/TIA-222-G-1 R56 Motorola Standards AT/FP Asset Management Standard Operating Procedures (SOP) Fleet Readiness Certification Board (FRCB) Handbook System Operational Verification Test Preparation and Execution Guide (SPEG), Current Version Unified Facilities Criteria (UFC) 4-021-01, Change 1, January 2010 NAVY ATFP Wide Area Mass Notification System –Performance Specification for GV MNS 35 % Installation Design Plan (IDP) for GV MNS Additional references as cited in the Approved SOVT Document for GV MNS Additional references as cited in the IDP for GV MNS NAVFAC ATFP Deliverable Expectation Document (DED) APPENDIX D, Current Version

Relocation on Water Tower LP120 for

3.1 PERFORMANCE REQUIREMENTS

3.2 Basic Requirements

The Contractor shall provide production and installation services, which includes: PITCO, removal of existing equipment, retrofit installation, inspection, pre-setup, optimization, training, SOVT, and closeout documentation package for GV MNS location. The Contractor shall be prepared for minor movement of GV equipment due to configuration changes of each site from the time of the original site survey to the time of actual installation effort.

The Contractor shall provide all artifacts and data items in accordance with (IAW) NAVFAC ATFP DED, unless explicitly waived by the COR.

3.2.1 The Contractor shall provide Plan of Action and Milestones (POAM) and progress report IAW NAVFAC ATFP DED A002 Program Schedule and Progress Report and SPAWAR SIPH throughout the procurement, planning, installation, and post-installation phases for site, which includes: monthly, bi-weekly, and daily status reports applicable to each project phase, meeting-minutes compilation, and maintaining each project POAM up-to-date.

3.2.2 The Contractor shall maintain an active installation production schedule.

3.2.3 The Contractor shall develop and submit all necessary documentation IAW guidance(s) set forth in Paragraph

2.0 prior to and post installation, which includes: Site Health and Safety Plan, Environmental Plan, Accident Prevention Plan, Activity Hazard Analysis, etc. Plans will be submitted to the COR fourteen days prior to start of installation work and will be maintained at each site during all phases of on-site work.

3.1.3.1 The Contractor shall develop, submit, route, and track all required documents for FRCB Package prior to installs.

3.1.4 The Contractor shall procure all materials and furnish all equipment needed to complete installation and have an operational system with a completed SOVT. The Contractor shall stage and store all equipment and materials either indoor at a secured location on site or in a conex box provided by the Contractor.

3.1.5 The Contractor shall perform Pre-Installation Test and Check Out (PITCO) IAW GV PITCO document.

3.1.6 The Contractor shall redline and update the 35% IDP to arrive at the 100% IDP that establishes the final site specific configuration. The Contractor shall create a GV MNS Site Specific Equipment Inventory List. The Contactor is responsible for purchasing and transporting the GV specific material identified in the GV MNS Site Specific Equipment Inventory List to each installation site at a minimum of 14 days prior to installation. The parts list in the 35% IDP shall not be used for material purchases. Site Specific Equipment Inventory List will be utilized for procurement of GV equipment after Government approval.

3.1.6.1 The Contractor will update 35% IDP to incorporate SE-IPT comments.

3.1.6.2 The Contractor will produce 100% IDP and update accordingly following SE-IPT review and comments.

3.1.7 Remove/Retrofit GV Site(s)

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The Contractor shall remove and retrofit GV equipment, per the approved site IDP. The GV site(s) installation will consist of: removal of existing antennas, existing control boards/enclosures, existing radios, existing UPS/chargers, existing speakers, and existing cabling at each remote site; retrofit of grounding, speaker arrays/speaker drivers, prefab speaker cable, antenna mount, antenna, prefab antenna cable, antenna connectors, electronics box w/electronics, and battery box installation. The Contractor will also be responsible for battery placement and wiring from batteries to GV electronics.

3.1.7.1 New Adaptive Platform (Above-Ground) Pole Mount Install(s) for Site Expansion The Contractor shall obtain dig permit(s) and perform all necessary soil analysis and ground preparation prior to install, per the approved site IDP. The GV site(s) installation will consist of: above-ground pole, grounding, speaker arrays/speaker drivers, prefab speaker cable, antenna mount, antenna, prefab antenna cable, antenna connectors, electronics box w/electronics, and battery box installation. The Contractor will also be responsible for battery placement and wiring from batteries to GV electronics.

3.1.8 GV Building Mounts

The Contractor shall remove existing GV Building Mount units and retrofit GV Building Mount units IAW the approved site IDP. The GV Building Mount installation will consist of: removal of existing building mounts, existing antennas, existing control boards/enclosures, existing radios, existing UPS/chargers, existing speakers, and existing cabling at each building site; retrofit of building mount, grounding, speaker arrays/speaker drivers, prefab speaker cable, antenna mount, antenna, prefab antenna cable, antenna connectors, electronics box w/electronics, and battery box installation. The Contractor will also be responsible for battery placement and wiring from batteries to GV electronics.

3.1.8.1 New Building Mount Install(s) for Site Expansion

The GV Building Mount installation will consist of: building mount, grounding, speaker arrays/speaker drivers, prefab speaker cable, antenna mount, antenna, prefab antenna cable, antenna connectors, electronics box w/electronics, and battery box installation. The Contractor will also be responsible for battery placement and wiring from batteries to GV electronics.

3.1.9 Base Stations, Sirens, and Antenna Mounts

The Contractor shall remove the existing GV equipment and existing antennas and retrofit GVequipment, grounding, and antennas, per the approved site IDP. The Contractor will provide an excess 30 feet of antenna cabling at the indoor end of all Base Station antenna runs. The Contractor shall provide certified technicians to perform inspection, pre-setup, and system configuration of the GV MNS electronics, speaker arrays, which includes: removal of existing GV equipment, existing antenna cables, and existing antenna; retrofit equipment, antenna mount, antenna, prefab antenna cable, antenna connectors, grounding, installing amplifiers, and connecting speakers. The Contractor shall pre-test the GVsite(s) to verify that the site is ready to be optimized.

Contractor must complete and provide a fully operational system to the Government.

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3.1.9.1 GV Power for New Sites

The Contractor shall install and connect new power to the new expansion site(s), per the approved site IDP. The GV power installation will consist of: connecting to existing power source with new breaker, trenching (if required for outdoor sites), new conduit/wire run, grounding, and safety disconnect switch installation. The Contractor will also be responsible for connection and wiring from safety disconnect switch to GV electronics cabinet.

3.1.10 Contractor shall conduct tagging of the GV equipment and record all necessary equipment information on the Asset Data Tag Equipment List IAW NAVFAC ATFP DED A033 for asset tagging.

3.1.11 Contractor shall provide corrective actions for repair(s) of any installation discrepancies found during inspection due to hardware or software failures, which includes: minor disassembly/removal and assembly/replacement of units or components to facilitate test requirements and/or inspection, application and operating patches, and maintaining RF/wireless communications, along with other associated administration functions to achieve a fully operational system and completed SOVT.

3.1.12 Contractor shall red-line the approved site IDP IAW SIPH and NAVFAC ATFP DED A041 Closeout Package with any discrepancies and/or changes encountered during the installation and produce the Final As-Built Drawing package after installation.

3.1.13 The Contractor will provide a minimum of two certified Federal Signal Alert & Notification Systems Installers (FS-ANS-INSTALLER) at each installation site from beginning of production to completion of the SOVT.

Certification requires training and observation during an installation effort, which may occur during the first scheduled site installation. A copy of the certification shall be included in the Contractor QA Workbook.

3.1.14 The Contractor shall provide Original Equipment Manufacturer (OEM) technicians to perform system optimization on all GV sites in support of SOVT; system optimization shall include: conducting visual inspection to ensure system components are connected correctly, RF circuits are tuned to the required TX/RX levels at all sirens as well as base stations, calibration of speaker arrays and siren amplifiers, and verifying base station software installation and configuration IAW the Federal Signal Acceptance checklist and SOVT document.

3.1.15 The Contractor shall complete all tests that are specified in the SOVT document. SOVT will be provided by the Government. SOVT shall include all work and cost associated with optimizing and testing the equipment and system. SOVT includes: making sure newly installed power receptacles meet NEC requirements with respect to proper wiring, voltage, and voltage drop; installed RF cables pass VSWR testing with less than 10% reflected power, and demonstrating that grounding is IAW requirements as specified in the approved site IDP.

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3.1.16 Contractor shall provide Transfer of Ownership Documentation (i.e. DD1149 and DD1354) to the Government after the equipment has completed SOVT.

3.1.17 Contractor will update the Asset Data Tag Equipment List for each GV component that was replaced and provide data back to the Government.

3.1.18 Contractor shall design and deliver Final As-Built Drawings IAW SIPH and NAVFAC ATFP DED A007 Final As-Built Drawing after installation to reflect the final as-built installation.

3.1.19 Contractor shall develop a Final Closeout Package to reflect the overall completion of the GV project. The Final Closeout Package shall include: Signed DD1149 Form, Signed DD1354 (if applicable), PITCO, SOVT, Redlines to 35% IDP and 100% IDP, Final As-Built Drawings, Completed Asset Data Tag Equipment List, and all required documentation IAW NAVFAC ATFP DED A041 Closeout Package.

3.1.20 All efforts under this Task Order shall be in conformance with the requirements of the Basic Contract.

9.1 SUBCONTRACTING REQUIREMENTS

IAW the basic contract.

9.2 CONSTRAINTS/SPECIAL REQUIREMENTS

9.4.1 MATERIAL MANAGEMENT/DISPOSITION PLAN

Upon completion of task order, the Contractor shall remove all excess material/equipment from the work site, and stage the items in Contractor furnished warehouse facilities. Unless prior arrangements are made via the task order, the Contractor shall submit a disposition inventory list outlining Government property/material along with a request form for Plant Clearance action to the COR within fifteen days after completion of each task.

After right of first refusal is received from the COR, the Contractor shall coordinate with the NTR for the disposition of excess material and equipment.

9.5 TRANSPORTATION

The Contractor shall provide transportation of materials and task personnel between work locations.

9.6 PERFORMANCE STANDARD CRITERIA/PERFORMANCE REQUIREMENT SUMMARY

The Government will monitor and assess the Contractor’s performance and acceptable quality level against the contract’s Performance Requirement Summary (PRS). See excel spreadsheet Attachment 2.

The performance of the Contractor and the quality of the work delivered, including any documentary material written or compiled, shall be subject to in-process review and inspection.

Monitoring may be accomplished at any work location by any authorized Government personnel who shall be permitted to inspect work at all reasonable hours.

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DEMOLITION NOTE TAG - REFER TO "DEMOLITION KEYNOTES" FOR EACH SHEET

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1. DEMOLISHED EQUIPMENT/DEVICES SHALL BE REMOVED DEMOLISHED EQUIPMENT/DEVICES SHALL BE REMOVED COMPLETELY BACK TO SOURCE OF SUPPLY. INCLUDING ASSOCIATED CONDUCTORS, RACEWAY, SUPPORTS, AND HARDWARE.

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1. ALL ELECTRICAL WORK AND MATERIAL IS NEW AND SHALL BE ALL ELECTRICAL WORK AND MATERIAL IS NEW AND SHALL BE PROVIDED BY THE CONTRACTOR UNLESS OTHERWISE NOTED. 2. AN EQUIPMENT GROUND WIRE SHALL BE RUN WITH FEEDERS AND AN EQUIPMENT GROUND WIRE SHALL BE RUN WITH FEEDERS AND BRANCH CIRCUITS. 3. WIRING SHALL BE AS PER NATIONAL ELECTRICAL CODE (NEC). WIRING SHALL BE AS PER NATIONAL ELECTRICAL CODE (NEC). 4. ELECTRICAL EQUIPMENT SHALL BE IDENTIFIED AND LABELED. ELECTRICAL EQUIPMENT SHALL BE IDENTIFIED AND LABELED. 5. FEEDERS/CIRCUITS SHALL BE IDENTIFIED AT EACH END OF THE FEEDERS/CIRCUITS SHALL BE IDENTIFIED AT EACH END OF THE WIRE AND AT EVERY SPLICE OR JUNCTION/PULL BOX.

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MV SWITCH WITH ELBOW CONNECTORS.

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DRAWFORM REVISION: 10 MARCH 2009

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