A07_Attachment_1_SOW_STT_Radome_AMENDED.pdf

W25G1V-18-R-0019 Attachment I

Statement of Work

Requirement and Specification for

Installation of an Equipment Shelter Housing Satellite Transportable Terminals at Tobyhanna Army Depot

Tobyhanna, PA

Revision: Initial Release Date: 12 March 2018

Prepared by:

Tobyhanna Army Depot 11 Hap Arnold Blvd.

Tobyhanna, PA 18466-5075 i

Record of Change

Revision Date Author Description Pages

VER 1.0 8/8/16 PE Mechanical, electrical… Multiple.

VER 2.0 8/9/16 PE Mechanical, electrical… Multiple

VER 3.0 8/16/16 PE Mechanical, electrical… Multiple

VER 4.0 8/16/16 PE Mechanical, electrical… Multiple

VER 5.0 9/13/16 JDM Electrical changes Multiple

VER 6.0 9-15-16 MJR Electrical, and various sections.. Multiple

VER 7.0 9/20/16 GAG Pavements, Foundation Wall Ingress and Egress, Electrical Characteristics (of Radome)

Multiple

VER 8.0 9/26/16 MJR Cleaned up all Tracked Changes and font color/highlights.

Corrected Chris Sheerer name in email (missing “r”).

Multiple

VER 9.0 0/27/16 GAG Paragraph 3.1.2 … Defined parameters

VER 10.0 9/29/16 CMS/PE Mechanical, electrical, format, editorial…

Multiple

VER 10.0 10/19/16 CMS/PE Mechanical, electrical, format, editorial…

Multiple

VER 12.0 10/28/16 CMS/PE Mechanical, electrical, format, editorial…

Multiple

VER 12.1 01/09/18 AGM/Others Civil, mechanical, electrical, format, editorial…

Multiple

VER 2.12

02.18 EAG

KLA

FINAL

03/12/18 MMB/PE Schedule, mechanical, format, editorial…

Multiple ii

Table of Contents Page

1 SCOPE

1.1 Introduction/Background

1.2 Scope of Work

1.3 Identification

1.4 Contracting Officer Representatives

1.5 Key Elements

2 APPLICABLE DOCUMENTS AND ORDER OF PRECEDENCE

2.1 Specifications

2.2 Standards

2.3 Requirements

2.4 Handbooks

2.5 Instructions

2.6 Required Publications

2.7 Required Non-Government Publications

3 REQUIREMENTS AND SPECIFICATIONS

3.1 General Requirements

3.1.1 Objective

3.1.2 Place of Performance

3.1.3 Equipment Shelter Rotational Positioning

3.1.4 Work Statement

3.2 Pre-construction Submittals

3.2.1 Environmental Assessment(s) and Permits

3.3 Civil

3.3.1 Site Improvements

3.3.2 Existing Conditions/Site Constraints

3.3.3 Site Investigation

3.3.4 Survey for Design and Construction of Equipment Shelter

3.3.5 Site Plan

3.3.6 Erosion and Sediment Controls

3.3.7 Grading and Drainage Plan

iii

3.3.8 Survey Monument Locations

3.3.9 Demolition

3.3.10 Tree Removal

3.3.11 Anti-Terrorism and Force Protection

3.3.12 Buildings

3.3.13 Road Access

3.3.14 Pavements

3.4 Mechanical

3.5 Electrical (General Site)

3.5.1 Electrical Service

3.5.2 Power Cable Trough

3.5.3 Surge and Transient Protection

3.5.4 Grounding and Bonding

3.5.5 STT Equipment Grounding System Handhole Detail

3.5.6 LPS Grounding System Handhole Detail

3.5.7 Generator Grounding System Handhole Detail

3.5.8 Cable Tray, Conduit, Wire-way and Other Metallic Raceway Grounding

3.5.9 Ground Resistance

3.5.10 Ground Rod Installation

3.5.11 Lightning Protection System (LPS)

3.5.12 Cable Channel Troughs (Precast Electrical Trench) and Conduit Runs (Metallic and Non-metallic)

3.5.13 Primary Power and Electrical Duct-Bank(s)

3.5.14 Communications Duct-Bank(s)

3.5.15 Inspection of Conduits, Ducts, Vaults, Manholes, Handholes, Power Panels, Sub-Panels, Switch and Junction Boxes and Trenching

3.5.16 Equipment Shelter Site Power Delivery Locations

3.6 Site and Electrical Power Drawings

3.7 General Equipment Shelter Assembly Site Specifications

3.7.1 Equipment Shelter

3.7.2 STT Equipment Layout on Radar Site

3.7.3 Construction and Installation

3.8 RADOME Specifications

iv

3.8.1 RADOME Requirement Definition

3.8.2 Major Assembly Requirement

3.8.3 Natural Environmental Conditions

3.8.4 Electrical Characteristics

3.8.5 Insertion Loss

3.8.6 Antenna Beam Deflection/Boresight Error Level

3.8.7 Beamwidth Degradation/Beamwidth Error

3.8.8 Null Depth

3.8.9 Antenna Sidelobe Degradation

3.8.10 Cross Polarization Ratio

3.8.11 Reflected RF Power

3.8.12 Hydrophobicity

3.8.13 Thermal Characteristics

3.8.14 Noise Temperature

3.8.15 Foundation Wall

3.9 Vestibule

3.10 Personnel Access Doors

3.11 Equipment Shelter Cut-Out Placement

3.12 Fire Resistance

3.13 Fire Suppression System

3.14 Foundation Wall Ingress and Egress

3.15 RADOME Electrical Service Circuits

3.16 Master Buss Bar

3.16.1 Electro Static Discharge (ESD) Protection

3.17 Lighting

3.18 Obstruction Warning Lights

3.19 RADOME, Personnel and Vestibule Door(s) RADHAZ Warning Lamps

3.20 External Pad RADHAZ Warning Lamps

3.21 Personnel and Vestibule Door(s) EXIT Lamps

3.22 Light Bollards

3.23 HVAC 54

3.23.1 Snow and Ice Removal

3.23.2 Weekly Progress Meetings

v

3.23.3 Acceptance

3.24 Warranty

3.25 Program Requirements

3.25.1 General Submission Requirements

3.25.2 Detailed Submission Requirements

3.25.3 Submission Schedule/Period of Performance

3.25.4 Bid Schedule

3.26 Products, Materials and Execution

3.27 Quality Assurance

3.28 Program Management

3.29 Subcontractor Management

3.30 Submittals

3.31 Smoking Restrictions

3.32 Station Permits

3.33 Storm Protection

3.34 PCB, Hazardous Materials, Asbestos and Lead Material

3.35 Safety Requirements

3.36 Environmental Protection Requirements

3.36.1 Storage of Materials and Equipment

3.36.2 Availability of Utilities Services

3.36.3 Oral Modification

3.36.4 Time for Completion

3.36.5 Work Schedule

3.36.6 Documentation

4 APPENDIX A POSITION LOCATION REQUIREMENTS

POSITION LOCATION REFERENCES

5 APPENDIX B TYAD CADD STANDARD MANUAL

6 TYAD Onsite Performance……………………………………………………………... 75

1 SCOPE

1.1 Introduction/Background

This document will consist of design and construction services associated with the installation of an equipment shelter to provide year-around maintenance, repair, testing, calibration and evaluation of the Satellite Transportable Terminals (STTs) at the Tobyhanna Army Depot (TYAD), Tobyhanna, PA. The equipment shelter provides protection from the effects of environmental exposure. Design services shall include site evaluations, design concept meetings and concept drawing review, preparation of construction specifications, construction drawings, and construction cost estimates. The construction services necessary to complete this installation include providing all licenses, permits, labor, materials, equipment, supervision and management to complete the project. Any and all exceptions to these services shall be submitted in writing.

This document titled “Statement of Work, Requirement and Specification for Installation of an Equipment Shelter Housing Satellite Transportable Terminals at Tobyhanna Army Depot, Tobyhanna, PA” will be subsequently referred to as the “SOW,” herein.

Additionally, the term “Equipment Shelter” and “RADOME” will be used interchangeably throughout the SOW, as found necessary for clarity. “Equipment Shelter Site” will be used in the SOW when it is necessary to describe the entire area where work is required to be conducted by the Contractor.

The purpose of this SOW is to detail the tasks and responsibilities of the Contractor in relation to the design, delivery of materials, construction, and installation and to establish the specifications and requirements for the Equipment Shelter described, herein.

1.2 Scope of Work

This SOW defines the requirements and specifications for the installation of an Equipment Shelter and associated utilities and site preparation at TYAD to accommodate and house STTs.

The Contractor shall meet the performance, acceptance, and delivery requirements described in this SOW.

The Equipment Shelter Site will consist of a concrete pad constructed to accommodate an Equipment Shelter, external test area and drive ring. The Equipment Shelter is required to protect the STTs and provide shelter from the effects of environmental exposure (wind blowing sand, ice, snow, rain, ultraviolet sunlight, temperature extremes, fungus and corrosion), while providing a protected workspace for mechanical, electrical, electronic and software tasking. The external test area is required for “free space” satellite terminal operation. Overall, satellite terminal site development, Equipment Shelter pad with ring-wall, access road, and utilities will be identified.

1.3 Identification

This document establishes the requirements for the Equipment Shelter that will be installed at the Tobyhanna Army Depot (TYAD), Tobyhanna, PA. The document describes the function, performance and design requirements.

1.4 Contracting Officer Representatives

Installation Services, Installation Planning and Maintenance Division, Engineering Branch, Government Contracting Officer Representative (COR) is Mr. Edward Bentler (PH 570.615.5367), E-Mail address Edward.E.Bentler2.civ@mail.mil , BLDG-18.

1.5 Key Elements

Key elements of the “SOW” shall include, but not be limited to the following:

A. Environmental Assessment (EA).

B. Erosion and Sediment (ES) Control Permit.

C. Munitions and Explosives of Concern and Unexploded Ordnance (MEC/UXO) Assessment and Permit.

D. Provide a geotechnical report.

E. Develop site and paved road design and specification.

F. Develop grading and drainage plan.

G. Develop erosion and sentiment pollution control plan.

H. Construct Equipment Shelter support wall and pave concrete ring are outside the supporting ring wall.

I. Concrete within the Equipment Shelter supporting ring wall.

J. External 45 FT DIA test pad.

K. One (1) Compass Rose locations.

L. Paved road installation between the existing Perimeter Road and the Equipment Shelter

Site.

M. Install a newly manufactured 77 FT to 80 FT DIA Equipment Shelter on the supporting foundation wall. Re-use of materials are not permitted.

N. Install new 12.47 kV and 480 V transformers and vault and all AC electrical feeds and connect to in place-distribution transformer, as required.

O. Install HVAC for the Equipment Shelter.

P. Install electrical distribution systems including medium voltage and transformer, as required.

Q. Install fire alarm system with transmitter that signals event to TYAD Fire and

Emergency Responders.

R. Install lightning protection system (LPS).

S. Portable AC electrical power required to support the construction and installation of the

Equipment Shelter and supporting equipment.

mailto:Edward.E.Bentler2.civ@mail.mil

2 APPLICABLE DOCUMENTS and order of precedence All documents, specifications, handbooks, orders, standards, and drawings referenced below form a part of this SOW are applicable as the standards relate to the deliverables under this document herein. The Contractor shall comply with the requirements of these referenced documents to the extent specified in Requirements, Section 3, as if they were a part of the body of this SOW. In the event of a conflict between this SOW and any of the applicable documents, the provisions of this SOW shall apply.

2.1 Specifications.

A. None.

2.2 Standards.

A. MIL-STD-810G, Environmental Engineering considerations and Laboratory Test, 31

October 2008.

B. FED-STD 406, Federal Test Method Standard, Plastics: Methods of Testing, 4 January

1982 (Latest Edition).

C. FAA-STD-19D, Lightning and Surge Protection, Grounding, Bonding and Shielding

Requirements for Facilities and Electronic Equipment, 09 August 2002.

D. MIL-STD-188-124B, Grounding, Bonding and Shielding for Common Long

Haul/Tactical Communication Systems Including Ground Based Communications- Electronics Facilities and Equipment, 04 April 2013.

E. MIL-STD-461, Electromagnetic Emission and Susceptibility Requirements for the Control of Electromagnetic Interference (Latest Revision).

F. MIL-STD-462, Electromagnetic Interference Characteristics, Measurement of (Latest Revision).

G. MIL-HDBK-1857, Grounding, Bonding and Shielding Design Practices (Latest Revision).

H. MIL-STD-1472G, Human Engineering, 11 January 2012.

2.3 Requirements.

A. None.

2.4 Handbooks.

A. MIL-HDBK-454B, General Guidelines for Electronic Equipment, 15 April 2007.

B. MIL-HDBK-17/1-5, (All Volumes and Revisions).

C. MIL-HDBK-237D, Electromagnetic Environmental Effects and Spectrum

Supportability Guidance for the Acquisition Process, 20 May 2005.

2.5 Instructions.

A. DoD Instruction No. 4715.9, SUBJECT: Environmental Planning and Analysis, DATED: 3 May 1996.

2.6 Required Publications.

A. OSHA 29 CFR 1926.502.

B. FAA AC150/5345-43E.

C. OSHA Occupational Safety & Health Standards 29 CFR (1910).

D. CFR, Title 32: Part 775-Procedures for Implementing the National Environmental Policy

Act.

E. TYAD CADD Standard Manual, See Appendix B F. Programmatic Agreement Regarding Construction, Maintenance, and Operations

Activities at the Tobyhanna Army Depot, Signed by Gerhard P.R. Schröter, Colonel, U.S. Army Commanding, 3 NOV 2014 (Other Signatories Pending).

G. TYAD Electrical Design and Construction Standards – Contact Installation Services, Installation Planning and Maintenance Division, Engineering Branch, Government Contracting Officer Representative (COTR) is Mr. Joseph D. Merli (PH 570.615.5353), E-Mail address joseph.d.merli.civ@mail.mil BLDG-18 for the design standards.

H. National Pollutant Discharge Elimination System (NPDES) Permit Program.

I. National Environmental Policy Act, (As Amended).

J. J. UFC 3-260-01, AIRFIELD AND HELIPORT PLANNING AND DESIGN, 17

NOVEMBER 2008.

2.7 Required Non-Government Publications.

A. NFPA 70E, Standard for Electrical Safety in the Workplace (2009 or later).

B. National Electric Code (NEC 2008 or later).

C. National Electrical Safety Code (NESC or IEEE-C2).

D. Tobyhanna Army Depot Electrical Design and Construction Standards.

E. NFA 780, Standard for the Installation of Lightning Protection Systems, 2014.

F. ICAO Annex 14, Aerodromes (Amendment 10B).

G. ASCE Standard No. 7-02.

H. ASTM E84-08, Surface Burning Characteristics of Building Materials, Report No.

3177352SAT-001A, 30 April 2009.

I. ASTM G21-96(2002), Standard Practice for Determining Resistance of Synthetic

Polymeric Materials to Fungi.

J. UL-96A, Standard for Installation Requirements for Lightning Protection Systems, Twelfth Edition.

K. UL-467, Grounding and Bonding of Equipment, 04 October 2014.

L. IEEE 81-2012, IEEE Guide for Measuring Earth Resistivity, Ground Impedance, and Earth Surface Potentials of a Grounding System (As Amended).

mailto:joseph.d.merli.civ@mail.mil

3 REQUIREMENTS AND SPECIFICATIONS

3.1 General Requirements

3.1.1 Objective

The requirement of this “SOW” is to acquire and have installed an Equipment Shelter to support calibration, alignment, testing, repair, and to house, protect and shelter satellite terminals based on the performance, construction, and installation requirements for the Equipment Shelter described within this “SOW” and Contract.

3.1.2 Place of Performance

The Equipment Shelter Site will be located within the geographical boundaries of the Tobyhanna Army Depot property. Site location data is as follows:

A. Approximate Radial Azimuth from Radome and external pad to 100 FT Target Tower relative to True North: 283 DEG.

B. Approximate Coordinates - SPC: 2,605,123.555E 384,707.433N FT.

C. Approximate Coordinates – Longitude, Latitude: 75° 26’10.807”W 41° 11’ 57.176”N.

D. Approximate Pad Elevation: 1,985 FT.

E. Approximate coordinates of existing 100 FT Target Tower is – SPC: 2,604,434E

384,879N FT.

F. Approximate coordinates of existing 100 FT Target Tower is – Longitude, Latitude: 75°

26’19.726”W 41° 11’ 59.021”N.

G.

Final Equipment Shelter Site location shall be approved by the Government.

3.1.3 Equipment Shelter Rotational Positioning

The Equipment Shelter Site configuration and layout shall be such that the axis formed by the line connecting the center point of the Radome and the center point of the external pad is aligned parallel to Perimeter Road at an approximate radial azimuth of 220 DEG relative to True North.

Each pad (Radome and external) shall have a clear line of sight to the 100 FT Target Tower. The line of sight is critical to antenna targeting and alignment shall be clearly shown on all Contractor Site Plan DWGs. Design Site Plan DWGs showing the Radome rotational positioning and layout shall be provided to the Government at the 35% design review. The Equipment Shelter Site configuration shall be IAW UFC 3-260-01 referenced in Paragraph 2.6.J.

3.1.4 Work Statement

3.1.4.1 In accordance with (IAW) this “SOW” and Contract except as otherwise noted herein, the Contractor shall provide an environmentally controlled space for Government SATCOM system(s) that support all-weather testing, maintenance, training, integration events, data collection, data analysis and data transfer. The Government’s requirement is to be able to set in place, and simultaneously operate up to four (4) fully functional STTs within the RADOME. In addition, ten (10) personnel are expected to be performing work tasking within the RADOME at any given time.

3.1.4.2 IAW this “SOW” and Contract except as otherwise noted herein, the Contractor shall provide all design, fabrication, supply, management, and supervision, including all labor, materials, facilities, equipment, and other services as may be required to provide, construct, and install the Equipment Shelter on the designated satellite terminal site location on TYAD, Tobyhanna, PA.

3.1.4.3 The Contractor shall provide a RADOME that satisfies the required physical size, configuration, all performance characteristics, and specification requirements found in the RADOME Specification, herein.

3.1.4.4 The installation of the RADOME and associated utilities and site preparation on the designated site location on TYAD shall accommodate and house STTs.

The Contractor shall meet the performance, acceptance, and delivery requirements described in this “SOW” and Contract.

3.2 Pre-construction Submittals

3.2.1 Environmental Assessment(s) and Permits

Obtaining and complying with all environmental permits and commitments required by Federal, State, Regional and local environmental laws and regulation is the Contractor’s responsibility.

The Contractor shall conduct all assessments, evaluations and studies and provide the submissions to appropriate Federal, State, Regional and Local Agencies necessary to secure the needed environmental approvals and permits necessary to install the Equipment Shelter on

TYAD.

The approvals and permits are required prior to a Government notice to proceed and commencing work on TYAD. These approvals and permits shall be submitted to the Government for examination, comment and compliance with contract requirements.

The environmental requirements with which the Contractor must comply and must be developed during the design process shall be included in the bidding documents, and made part of the contract. The Contractor shall provide the following:

3.3 Civil

3.3.1 Site Improvements

The proposed site preparation activities for the installation of the pre-fabricated Equipment Shelter to include, but not limited to, fill and compaction up to grade for the Equipment Shelter and access road, paving of the access road, concrete foundation, concrete drive ring, interior and exterior concrete pad, tree clearing, underground electrical and telecommunications utilities (all are placed underground), and associated site grading and drainage.

3.3.2 Existing Conditions/Site Constraints

The proposed project site is located on a portion of the Tobyhanna Army Depot property that has previously been cleared of trees and vegetation; but, portions of the areas surrounding the Equipment Shelter Site may require tree clearing due to the look angle requirements of the STTs.

3.3.3 Typical clearing and grubbing associated with a wooded lot is not to be performed; if tree clearing is directed by the Government, that tree clearing effort will be limited to felling the trees and removal of the trees, limbs, and tops.

Except as specified herein, the stumps shall remain in place; removal of the stumps constitutes earth disturbance activities and would trigger a more complex and time consuming permit review and approval process for the project.

Site Investigation

All soil borings and geotechnical testing and investigations required to design and construct the Equipment Shelter Site under this in “SOW” and Contract shall be the responsibility of the Contractor. All investigation results shall be submitted for review in accordance with the requirements set forth in this “SOW” and Contract. Soil borings and geotechnical testing results shall be prepared and signed by a licensed civil engineer in the state of PA.

Soil borings and geotechnical testing results shall be available at the 35% design review submission for Government review.

3.3.4 Survey for Design and Construction of Equipment Shelter All topographic survey required to design and construct the facilities under this “SOW” and Contract shall be the responsibility of the Contractor. The Contractor shall field verify actual locations of all existing utilities and shall coordinate with the Government regarding any utility installations that affect the work under this Contract. The Contractor shall survey and stake-out the project boundaries prior to start of work. Plans and specifications shall be prepared and signed by a licensed civil engineer in the state of PA.

All surveys and survey data shall be submitted (as an Existing Site Plan) for review at the 35% submission design review in accordance with the requirements set forth in “SOW.” This does not include those survey points that are called out for in the “Survey Monument Locations.” A “Compass Rose” is required to be placed at a location that is directed by the Government for the use of STT positioning and calibration.

3.3.5 Site Plan

The Contractor shall provide a site plan IAW Federal, State, local laws and regulations and the requirements set forth in “SOW.” Engineered site plans and specifications shall be prepared and signed by a licensed civil engineer in the state of PA.

Site plan and drawing(s) shall be available at the 35% design review submission for Government review.

3.3.6 Erosion and Sediment Controls

The Contractor shall provide erosion and sediment control measures IAW Federal, State, and local laws and regulations. Coordinate with approving authorities (federal, state, etc.) for specific requirements to be included in the plan. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor's construction activities. Keep the area of bare soil exposed at any one time by construction operations to a minimum necessary. Construct or install temporary and permanent erosion and sediment control best management practices (BMPs). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. Remove any temporary measures after the area has been stabilized. Engineered erosion and sediment plans and specifications shall be prepared and signed by a licensed civil engineer in the state of PA.

Erosion and sediment control plan and drawing(s) shall be available at the 35% design review submission for Government review.

3.3.7 Grading and Drainage Plan

The Contractor shall provide a grading and drainage plan IAW Federal, State, and local laws and regulations. Coordinate with approving authorities (federal, state, etc.) for specific requirements to be included in the plan. Plans shall show in sufficient clarity the nature and extent of the work proposed. Engineered grading and drainage plans and specifications shall be prepared and signed by a licensed civil engineer in the state of PA.

The grading and drainage plan shall include; but, not limited to ground surface limits of project, accurate contours of existing terrain, finish terrain contours, limiting dimensions and elevations of planned grading and area drainage, proposed drainage channels and related construction, detailed plans of all surface and subsurface drainage devises, headwalls, cribbing, damming, drainage area, estimated runoff, soils recommendations, geology reports, infiltration filters, inlets, drains, retaining walls, and trenches.

Grading and drainage plan shall be available at the 35% design review submission for Government review.

3.3.8 Survey Monument Locations

The Contractor shall survey and install four (4) permanent brass survey monuments at the Equipment Shelter Site. These monuments are specifically for mission and STT performance requirements. The requirements found in Appendix A apply only to the monuments required in Paragraph(s) below. They are as follows:

A. One (1) monument shall be placed within the RADOME at the center of the RADOME on the concrete floor surface and not being obstructed or hindered by the surrounding floor drain or cable troughs. Survey information shall be shown on all Contractor site plan DWGs.

B. One (1) monument shall be placed at the center of the Equipment Shelter Site concrete 45 FT DIA external pad. The bearing and survey information shall be shown on all Contractor site plan(s) DWGs.

NOTE: These survey monuments (A and B above) are to be in-line with the 100 FT target tower center located approximately 715 FT from the Equipment Shelter Site. The Contractor shall provide the bearing from the each of the two (2) in-line center of pad monuments toward the direction of the 100 FT target tower at the tower’s center, after survey is complete. The survey results shall be determined and provided to the Government IAW Appendix A. The bearing and monument survey information shall be shown on all Contractor site plan DWGs.

C. One (1) monument shall be positioned on a vector beginning within the RADOME at the center monument and ending at a point located near the circumference of the concrete 45 FT DIA external pad. This monument shall be at a location identifying true North (Map North) as surveyed and IAW Appendix A. The bearing and survey information shall be shown on all Contractor site plan DWGs.

D. One (1) monument shall be positioned on a vector beginning on the external pad at the center monument and ending at a point located near the circumference of the concrete 45 FT DIA external pad. This monument shall be at a location identifying true North (Map North) as surveyed and IAW Appendix A. The bearing and survey information shall be shown on all Contractor site plan DWGs.

E. All surveyed monuments are to be surveyed as required in Appendix A. Position Location Requirement. The monument location shall be surveyed to an accuracy equal to or less than 3.0 centimeters (cm) in X and Y coordinates and 4.0 cm in Z coordinate absolute, referenced to WGS 84 and transformed to NAD 83-datum and NAVD 88-datum.

F. A non-metallic/non-magnetic and having a high resistance to corrosion “Compass Rose” shall be placed at the center point of the concrete 45 FT DIA external pad.

a. This “Compass Rose” shall display the orientation of the cardinal directions (N/E/S/W) as well as True North, Magnetic North and Magnetic Variation (Current year stamped).

b. Graduation markings shall be every ten (10) DEGs, non-marked except at N/E/S/W directions.

c. The “Compass Rose” and all markings shall be capable of withstanding weather conditions found in NEPA.

d. The “Compass Rose” and all markings shall be capable of withstanding the wear-and-tear of STT and heavy vehicle movement across the face of the “Compass Rose” and the markings on same. The Compass Rose markings shall be installed such that they are below the plane of the finished concrete surface, so that snow plowing is not adversely affected, and damage to the compass rose markings do not result.

e. The “Compass Rose” shall be twenty-four (24) INs in outside DIA.

f. The Government shall approve the final design and location of the “Compass

Rose”.

g. The Vendor shall install as a complement to the “Compass Rose” a circular ring of eight (8) points of radius 12 FT distributed such that one survey point is placed at 0 DEG, 45 DEG, 90 DEG, 135 DEG, 180 DEG, 215 DEG, 270 DEG and 315 DEG. These eight points shall be surveyed and a permanent non-metallic/non-magnetic survey monument located at N/E/S/W directions with permanent survey non-metallic/non-magnetic “pins” located at the 45 DEG intervals; i.e., one non-metallic/non-magnetic “pin” between each cardinal direction on the 12 FT radius. All monuments and pins shall have the same physical weather, wear-and-tear, vehicle movement, snow removal requirements as required in the “Compass Rose’ installation.

h. The Government shall approve the final design and location of the complement to the “Compass Rose.”

G. All survey points are to be documented in a survey report identifying and describing the scope of services, survey procedures, coordinates, survey results and exhibits, field notes and photos. The survey report is to be affixed with a PA Registered Land Surveyor’s Seal leaving a permanent ink representation, rubber stamps and decals are prohibited, signature and date by the responsible in charge licensee. When signing and sealing the survey report containing work done by, or under the responsible charge of, two or more licensees, the signature and seal of each licensee in responsible charge shall be placed on the document with a notation describing the work done under each licensee’s responsible charge.

H. All mission survey monument and pin locations shall be shown on the Equipment Shelter Site plan DWGs.

I. All monuments and pins shall be IAW the United States Army Corps of Engineers (USACE) specifications and standards.

J. The Contractor’s final survey report shall be reviewed by the Government COR/COTR after survey is complete for the four (4) mission monuments and “Compass Rose” and complement ring.

3.3.9 Demolition

There will be no demolition required for the project except for the typical clearing and grubbing associated with a wooded area.

3.3.10 Tree Removal

Where indicated and/or directed by the Government trees that are within designated Look Angle areas shall be “cut and dropped” and/or topped. The removal of brush and other vegetation shall be disposed of at the direction of the Government and in adherence to environmental regulations.

3.3.11 Anti-Terrorism and Force Protection

ANTITERRORISM (AT) / OPERATIONS SECURITY (OPSEC) REQUIREMENTS

All security training certificates shall be provided to the Contracting Officer’s Representative (COR)/Point of Contact (POC) and the Contract Specialist/Purchasing Agent.

Antiterrorism (AT) Level I Training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training prior to contract report date. This training is required for any additional or new contractor employees, who start after that period. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://jkodirect.jten.mil for CAC holders. Non-CAC holders may go to http://jko.jten.mil/courses/atl1/launch.html for their training. Upon request, the contractor will be provided one copy of the AT level I training slides for use with employees who may not have computer access. TYAD will not be responsible for printing copies of slides for training purposes. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record, or contractor equivalent. As applicable, contractor employees must complete annual AT awareness training as it pertains the length of the contract.

iWATCH Army Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH Army Program. This will consist of utilizing the tools and media products on the informational iWATCH Army website to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR/POC.

The iWATCH training is available at the following website: https://myarmyonesource.com select Family Programs and Services, in the drop down boxes select: Go To, iWATCH Army – “See Something, Say Something”. Additional guidance and support can be provided by the TYAD Antiterrorism Officer (ATO) at the contractor’s request. The contractor shall notify the COR/POC within 10 calendar days of the completed training for any new employees or subcontractor personnel to assure the ELTY form 583 or contractor equivalent is properly documented. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Operations Security (OPSEC) Training. Per AR 530-1, Operations Security, contractor employees must complete Level I OPSEC training prior to the contract report date and for any additional or new contractor employees, who start after that period. All contractor employees must also complete annual OPSEC awareness training. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training by all employees and subcontractor personnel. The contractor will be provided a copy of the OPSEC training slides for use with employees who may not have computer access. TYAD will not be responsible for printing copies of slides for training purposes. TYAD reserves the right to provide instructor led training and will so advise the contractor within one week of the start of performance or at the time of annual training, if that will be the training approach to be utilized. Completion of contractor employee https://jkodirect.jten.mil/ http://jko.jten.mil/courses/atl1/launch.html https://myarmyonesource.com/ training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Access and General Protection/Security Policy and Procedures. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by TYAD Security Branch. Contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190- 13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by the government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

Depot Access: A background check and approval from TYAD Security Branch is required for all contractor and subcontractor personnel prior to on-site access at TYAD. All persons seeking entrance to TYAD shall submit to and comply with all security standards and requirements in force at the time such persons are seeking entry. All contractors, regardless of resident status or citizenship, will be subject to vehicle search and intense in-processing by TYAD security personnel prior to being granted access to TYAD. This security screening process may be time consuming and access may be delayed or denied. The contractor shall ensure ELTY Form 648-C is completed for all contractor and subcontractor personnel requiring depot access to include warranty services. The TYAD point of contact (POC) will provide ELTY Form 648-C, Request Access to Tobyhanna Army Depot, to the contractor/vendor at least ten days prior to the expected visit date for completion. The contractor/vendor shall return the completed ELTY Form 648-C to the TYAD POC in a timely manner so the same may be submitted to Security for processing no later than seven days prior to the visit. All of the required fields on the form shall be complete and accurate by the contractor/vendor for timely processing. This requirement is inclusive of on-site supervisory or managerial personnel and sub-contractor personnel that the Contractor anticipates will be performing work or visiting on-site. This security screening does not relieve the contractor of any responsibilities to conduct thorough pre-employment background checks and drug screening. Contractor workers will not be granted access to the work site until security screening is completed and access is approved. Any contractor personnel on-site who fail screening will not be permitted further access to TYAD. See “Access and General Protection/Security Policy and Procedures”.

Please submit the completed ELTY Forms 648-C form(s) to the COR or POC.

Contractor personnel working on the Tobyhanna Army Depot must be fully identified.

Contractors register with the TYAD Security in Building 20. All employees, staff, and subcontractor personnel, etc., which will require access must present the following to access

TYAD:

A. Full Name.

B. Drivers License.

C. Nationality (if non-U.S. Citizen, alien registration number).

D. Completed Form ELTY 648C (Contractor Request for Access to TYAD).

E. Completed Form ELTY 648C must be submitted to TYAD prior to date of arrival as required by contract solicitation documentation.

If Contractor vehicles are required for use on TYAD, the following ID is required:

A. Make.

B. Model.

C. State Registration.

D. Insurance.

E. License Plate Number.

Contract personnel are expected to perform work during normal TYAD duty hours (0600-1700).

If work must be performed otherwise, permission must be obtained three working days prior from the Security Office through the DPW POC. DPW POC will also coordinate with changes in work schedules with Industrial Modernization Div and Mission Operations as needed to determine impact on production.

Contractor personnel must confine themselves to the work sites specified in their contract.

Visiting other areas is prohibited.

Alcoholic beverages, weapons, cameras, sound recorders, proscribed drugs and explosives are prohibited on Government property.

Use of Government property without prior written approval of the COR/COTR is prohibited.

TYAD will arrange for special Contractor parking if required. Contractor personnel must not park in numbered spaces, areas reserved for car pools, grassy areas or other prohibited areas.

Posted speed limits and traffic restrictions must be observed at all times.

Accidents or problems of a security/safety nature must be reported to the Security (570.615.7550) and DPW POC in BLDG 18 (570.615.8115) immediately.

Contractor personnel working on station for less than 30 days may be required to log in and out at the Reception Center (BLDG 20) each day and will not be issued an Extended Entry Contractor's Badge. The DPW POC will provide information on how to obtain an Extended Entry Contractor's Badge if one is required.

Pursuant to federal regulations, all personnel and vehicles on Government property are subject to search by authorized personnel at any time.

All Contractors personnel are required to display the TYAD issued identification badge on their person at all times while present at the work site. Access to Government property will not be allowed without this identification badge. The badge is to be displayed on the person outer clothing, above the waist and in full view. Identification badges and vehicle passes issued to Contractor personnel remain the property of the U.S. Government and must be surrendered upon completion of the Contractor at the termination of individual employment, and when requested by the Government. Badges will not be displayed when not on Tobyhanna property.

A list of all personnel working under this contract should be turned in immediately after award in order to allow sufficient time to process security information.

3.3.12 Buildings

None required.

3.3.13 Road Access

The Contractor shall construct an access road connecting the existing Perimeter Road with the new Equipment Shelter Site drive ring. Include the following:

A. The connecting road shall be twelve (12) FT in width with a four (4) FT stone shoulder.

B. The connecting road shall comply with PENNDOT PUB 0408 for base course, Section 0409 for wearing course and Section 0350 for sub-base.

C. Contractor shall provide road profile, sediment and drainage plan and road section detail at the 35 % Design Review.

D. Applying for and obtaining local jurisdiction, county, state and federal permits for the construction of the access road is the responsibility of the Contractor.

E. Applying for and obtaining a roadway occupancy permit is the responsibility of the Contractor, as required.

F. The access road and RADOME entry door shall be in-line such that movement of the STTs and tow vehicle from Perimeter Road to within the RADOME is a straight line once Perimeter Road is exited.

3.3.14 Pavements

A. The areas within in and surrounding the RADOME foundation wall will be accessed by vehicular and pedestrian traffic. Areas surrounding the RADOME (Outside) shall be constructed of concrete. Access drive to the Equipment Shelter Site test pads shall be constructed of an asphalt pavement section.

B. The concrete floor area within the RADOME foundation wall shall be comprised of reinforcing bar (rebar) reinforced concrete paving ten (10) inches thick.

a. The concrete floor shall be an adequate French Drain in the center of the RADOME designed to collect, drain and filter runoff from snow covered SATCOM terminals.

b. The French Drain shall have a removable steel grated-cover.

C. The Contractor shall install a drive ring that encompasses the RADOME. The drive ring shall be twelve (12) FT in width with a four (4) FT stone shoulder and encircle the entire RADOME foundation wall. The drive ring surrounding the foundation wall shall be comprised of rebar reinforced concrete paving eight (8) inch thick except within the 45 FT DIA external pad area.

D. The Contractor shall place an External Pad for testing SATCOM terminals.

a. This pad shall have a 45 FT DIA.

b. The external pad shall be ten (10) inches thick concrete.

c. The distance between the center of the RADOME and the center point of the external pad shall be 140 FT.

d. The concrete reinforcing shall be of fiber reinforcement. No metallic material of any type is allowed to be employed in the design and construction of the External Pad. A magnetometer sweep of the area that the external pad shall be conducted to determine the presence of any metal material existing beneath the planned external pad (depth of sweep is 52 IN). Results shall be recorded and provided to the COR.

e. The external pad shall connect to the drive ring via a 12 FT width fiber reinforced concrete paving and have the needed bump-out necessary to complete the 45 FT DIA area. A 4 FT stone shoulder is required on each side of the connecting paving and external pad.

E. Inclusion of pavements, jointing plans for all pavements and floor areas, rebar concrete reinforcing plans, drive rings and asphalt pavement section shall be provided in the site plan, grading and drainage plans and erosion and sediment pollution control plan DWGs provide at the 35 % design review.

3.4 Mechanical

A. Nameplate Data: Provide permanent operational data nameplate on each item of power operated equipment, indicating manufacturer, product name, model number, serial number, capacity, operating and power characteristics, labels of tested compliances, and similar essential data. Locate nameplate in an accessible location.

B. Strut System: Provide U-channel strut systems for supporting electrical equipment, 12-guage hot-dip galvanized steel, of type and size appropriate; construct with the fittings that mate and match with U-channel; fixture hangers, channel hangers, end caps, beam clamps, etc. The U-channel shall be mounted to the floor by a four (4) hole post base bracket anchored into the concrete surface. No U-Channel stand and equipment shall be greater than 5 FT 0 IN above finished floor (AFF). Deviations from the height limit shall only be determined necessary by the COR/COTR.

C. Bollards: Vehicle bollards shall be installed to provide for Equipment Shelter protection from physical damage, HVAC plant and all additional electrical and gas or air piping.

The RADOME vehicle bollards shall be 6.0 IN DIA Schedule 40 steel pipe painted yellow and filled with concrete and with a convex top fill to shed water. Other vehicle bollards protecting electrical equipment, natural gas meter areas, line drop compensator(s), equipment shelter(s), storage areas, etc. are to be 4.0 IN DIA Schedule 40 steel pipe painted yellow and filled with concrete and with a convex top fill to shed water. All vehicle bollards are required to pass through the finished paved surface and have a circular concrete foundation. Depth of bollards below finished concrete is to be indicated in the detail drawings. All base plates shall be 1/2 IN or 5/8 IN steel painted yellow as required and adequate in size and attachment to concrete surface to support the column height and access road. Metal bollards are not permitted on the exterior pad.

D. Reflectors: Non-metallic roadside reflectors shall be employed at all K-Turns and on the perimeter of the drive ring.

E. U-Channel Height Limitation: U-Channel strut assemblies with electric panels shall be limited to a height of no more than 5 FT 0 IN AFF.

F. Ground Piping: Ground conductive piping to the grounding electrode system.

G. Vestibule Door: Vestibule door opening headers or vertical corner members shall not be designed with metal used as structural span support. The vestibule and doors shall not be constructed of metal structural or fiber or particle content such that this construction causes RF reflections and beam pointing errors.

H. Power Panel Height Limitation: All electrical panels and other metallic equipment and non-metallic structures shall be kept below 5 FT 0 IN AFF. This is critical in the direction of the SATCOM Look Angles as they approach the minimum Look Angle Elevation. Variance to this requirement shall be presented at the design reviews or otherwise presented to the COR/COTR for consideration of waver in a case-by-case basis.

3.5 Electrical (General Site)

3.5.1 Electrical Service

Existing 12.47kV network will be extended out to the STT Equipment Shelter Site from existing switch vault. TYAD will provide the vault location details and DWG. Ductbank will be shared with telecommunications and concrete encased (Government COR/COTR approval required prior excavation and installation). A new transformer and vault will be installed to provide power to the Equipment Shelter Site. Spare conduits will be run with the primary. Handholes will be installed as required. All power wiring will consist of insulated copper conductors installed in conduit and satisfy specification requirements.

Branch circuit conductors will not be smaller than #12 AWG. Conductor identification of each phase conductor will have color-coded identification. Minimum size conduit for service/maintenance power wiring will be 3/4” diameter. Galvanized Rigid Steel (GRS) AFF shall be used. Feeder conductors shall be sized for a maximum voltage drop of 2% at design load, and branch circuit conductors shall be sized for a maximum voltage drop of 3% at design load.

3.5.1.1.1 Telephone and LAN

Telephone and LAN wiring shall be provided from nearest point of availability to the proposed RADOME location. Main pairs and switching must be provided in order to provide distribution within the RADOME interior space. At least 8 LAN lines and 3 Telephone lines must be installed within the RADOME.

3.5.2 Power Cable Trough

A split power cable trough shall be installed in the drive ring beginning at the outer edge of the drive ring and terminating within the RADOME. This trough shall have minimum overall dimensions of 30 IN (inside width) by 12 IN (depth). This power cable trough will be heavy traffic rated with steel galvanized bolt-down covers and be flush with final grade. The bottom design shall be suitable for drainage and allow for adequate area for conduit and cable routing.

The trough shall continue across the RADOME interior and be provided with a cross-over/cross-under or “cross” channel design such that all RADOME interior ring wall areas are serviced in four (4) equally spaced divisions. Termination of the branch channels are within heavy traffic “handholes.” Branch channels shall have a minimum dimension of 10 IN width and 16 IN in depth. Contractor design for the trough system may require deviations from dimensions indicated. If so, COR/COTR approval is required to deviate from the minimum dimensions indicated.

DWGs shall show elevation details and routing and materials used in installation; i.e., bill of materials.

3.5.3 Surge and Transient Protection

The Contractor shall install surge and transient protection for transformers, electronic devices and electrical circuits from lightning, ESD, switching transients, inductive kickback, circuit shorts, AC power-lines, etc. Location and details shall be shown on electrical site plans, electrical grounding plans, electrical schedules and wiring DWGs clearly indicating location and circuit protected.