W911KB-17-R-0011-0014_JBE041.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE/LOCATION: JBE041 ADD/ALTER AWACS Alert Hangar, JBER, Alaska

PROPOSAL DUE DATE: Phase 2 proposal due date has not been extended and remains May 3, 2017 at 2:00 PM Alaska Time.

Proposals shall be submitted in accordance w ith Section 00 21 00, Para 1.9, Proposal Submittals.

This amendment provides changes to the solicitation as indicated on the continuation page of this document.

YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THIS STANDARD FOR 1442.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 21-Apr-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911KB-17-R-0011

X 9B. DATED (SEE ITEM 11)

20-Oct-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-Apr-2017

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - STANDARD FORM (SF) 1442

The required response date/time has not been extended.

SUMMARY OF CHANGES

a. The following drawings are substituted for the superseded drawings.

NONE

b. The following revised documents are substituted for the superseded documents. The identifier “AM#14” appears before and after new and/or revised material, except as noted below.

• SECTION 01 10 00, Phase 2, 2.2 Civil Design and Construction Criteria:

• SECTION 01 10 00, Phase 2, 2.6 Electrical, Telecommunication, Electronic Security Systems

NOTE: Revisions within the following documents do not contain the above referenced identifiers.

c. The following clause has been added:

N/A

d. The following clauses have been updated:

N/A

e. The following section is deleted.

f. The following documents are added.

Conceptual Site Plan Layout 1

g. The following revisions are incorporated.

h. Other:

SECTION 01 10 00

2.2 CIVIL DESIGN AND CONSTRUCTION CRITERIA

General

2.2.1.1 The Design-Build Contractor’s Civil Engineer(s) of record shall be responsible for the civil design associated with the Add/Alter AWACS Alert Hangar Project. Work shall consist of the complete site design and construction, including but not limited to: earthwork; grading; drainage; landscaping;

sidewalk and pavement sections; utility connections, demolition; fencing, striping, signage and coordination with other disciplines. The civil design drawings and calculations shall be sealed and signed by a Civil Engineer registered in the State of Alaska.

2.2.1.2 The site work design should require only routine maintenance through its design life. Where feasible the designer shall incorporate Low-impact Design elements that reduce runoff, require less water and reduce energy use.

2.2.1.3 Arctic climate conditions exist at the project site. The design analysis shall include written descriptions, accompanied by calculations as necessary to show that all elements of the Civil Design are designed according to the principles and procedures of the Cold Climate Utilities Manual, (published by Canadian Society for Civil Engineering, 2050 Mansfield Street, Montréal, Quebec).

2.2.1.4 The Contractor shall at all times take into consideration that other facilities bordering the site must remain fully operational for the duration of the contract unless otherwise noted. A section of Hardstand A1, as indicated on Sheet C-001, shall remain open for POV parking except during striping activities.

2.2.1.5 The 962 Airborne Air Control Squadron, 703 Aircraft Maintenance Unit and Security Forces personnel will vacate Building 14410 prior to the commencing of construction activities. Temporary utility services will not be required for the duration of this project.

Technical Criteria and Standards

The Contractor shall submit the civil design drawings, design analysis, and specifications for the FY17 Add/Alter AWACS Alert Hangar Project which conform to the latest editions of the references listed below, unless otherwise indicated herein.

UNIFIED FACILITIES CRITERIA

UFC 3-201-01 Civil Engineering

UFC 3-201-02 Landscape Architecture

UFC 3-210-10 Low Impact Development

UFC 3-220-01 Geotechnical Engineering

UFC 3-220-04FA Backfill for Subsurface Structures

UFC 3-220-05 Dewatering and Groundwater Control

UFC 3-220-06 Grouting Methods and Equipment

UFC 3-220-08FA Engineering Use of Geotextiles

UFC 3-220-10N Soil Mechanics

UFC 3-230-01 Water Storage, Distribution, and Transmission

UFC 3-230-06A Subsurface Drainage

UFC 3-240-01 Wastewater Collection

UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas

UFC 3-250-03 Standard Practice Manual for Flexible Pavements

UFC 3-250-04 Standard Practice for Concrete Pavements

UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concretes

UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

UFC 3-260-01 Airfield and Heliport Planning and Design

UFC 3-600-01 Fire Protection Engineering for Facilities

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

UFC 4-021-02 Electronic Security Systems

UFC 4-022-01 Security Engineering: Entry Control Facilities / Access Control Points

UFC 4-022-03 Security Fences and Gates

UFC 4-211-01 Aircraft Maintenance Hangars: Type I, Type II and Type III

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS 31 00 00 Earthwork

UFGS 31 11 00 Clearing and Grubbing

UFGS 31 23 00.00 20 Excavation and Fill

UFGS 32 11 16 [Base Course for Rigid] [and Subbases for Flexible] Paving

UFGS 32 11 23 Aggregate and / or Graded-Crushed Aggregate Base Course

UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads

UFGS 32 16 13 Concrete Sidewalks and Curbs and Gutters

UFGS 32 17 23 Pavement Markings

UFGS 32 31 13.53 High-Security Chain Link Fences and Gates

UFGS 32 92 19 Seeding

UFGS 33 11 00 Water Utility Distribution Piping

UFGS 33 12 33.00 30 Water Meters

UFGS 33 30 00 Sanitary Sewers

UFGS 33 40 00 Storm Drainage Facilities

OTHER STANDARDS AND REQUIREMENTS

ABAAS Architectural Barriers Act Accessibility Standards

ADAAG Americans with Disabilities Act Accessibility Guidelines

AFI 31-101 The Physical Security Program

AFI 32-1067 Water and Fuel Systems

AFI 32-7063 Air Installation Compatible Use Zones (AICUZ) Program

AF DESIGN GUIDE (DS) Air Force Fighter/ Hangar Facility

DOD Instruction 4165.57 Air Installation Compatible Use Zones (AICUZ)

ENERGY INDEPENDENCE AND SECURITY ACT (EISA) Section 438 Compliance

FAA AC 150/5320-5D Airport Drainage Design

FHWA TS-80-218 Underground Disposal of Stormwater Runoff, Design Guidelines Manual

3rd WING PACAF INSTRUCTION 91-212 (BASH) PROGRAM

MIL-HDBK-1190 Facility Planning and Design Guide

MUTCD Manual on Uniform Traffic Control Devices

SDDCTEA PAMPHLET 55-17 Better Military Traffic Engineering

UFAS Uniform Federal Accessibility Standards

Topographic Survey

2.2.3.1 A topographic survey is not available electronically for the Contractor’s use. The Contractor shall be responsible for all surveys necessary to complete the requirements of these documents.

2.2.3.2 Protection of Monuments: Existing survey monuments shall be protected from movement and damage. Damaged or disturbed monuments shall be documented and replaced, to the original order of survey accuracy, at no additional cost to the Government.

Site Planning Objectives

2.2.4.1 Pedestrian Traffic Systems: Provide an ADA accessible concrete sidewalk between Hardstand A7 parking area and the pedestrian entrance adjacent to the guard shack. New sidewalk shall tie into the existing pavement.

2.2.4.2 Parking: A parking layout for POVs on Hardstand A1 shall be designed in accordance with SDDCTEA Pamphlet 55-17 and ABAAS. The parking area shall accommodate a minimum of 230 POVs.

Wheel stops are required only along the southern perimeter of the hardstand. Striping is allowed in the area shown on Sheet C-101. Reserved handicap spaces shall have signage in accordance with MUTCD and markings as specified in ABAAS. AM#14 . . . Striping for 20 GOV parking spaces is required on the east side of the hangar / alert facility in the area shown on sheet C-101 . . . AM#14

2.2.4.3 Utility Connections: The Contractor shall not construct a structure over or within 15 feet of any existing utilities. Coordinate with the Contracting Officer to determine final routing of lines, and locations of connections points. The overall design for the contract shall place a higher priority on providing functional, well oriented facilities than on utility cost and routing considerations. New water and sanitary sewer service lines shall be required for the new Alert Facility. Designer should consider connecting the sanitary sewer service to the existing manhole near the guard shack. A new fire suppression system water line for Building 14410 is required and shall connect to the flanged end of a 16-inch HDPE pipe.

The HDPE pipe is expected to be installed, as part of a separate project, during the summer 2016.

2.2.4.4 Chain Link Fence: New chain link fence is required to provide a barrier between the POV parking area and the airfield. The new fence shall match existing style and height.

2.2.4.5 Electronic Security Fence: Building 14410 is classified a level 2 resource. Physical security shall comply with AFI 31-101, UFC 4-021-02, UFC 4-022-01 and UFC 4-022-03 requirements. During demolition of fencing as shown on Sheet C-001, the Contractor shall salvage and reinstall existing electronic security sensors, pole mounted video surveillance cameras and pole mounted light fixtures with prior approval from the Contracting Officer.

2.2.4.6 Existing underfloor lift station decommissioning: An existing lift station, located within the operations and supply area of Building 14410, serves floor drains and overflow from roof drains, shall be decommissioned. The cover shall be vapor sealed. See Mechanical Section for roof drain system requirements once the lift station has been decommissioned.

Site Grading and Drainage

2.2.5.1 The grading and drainage system for this project shall not result in negative impacts to other surrounding properties and buildings.

2.2.5.2 The site drainage system for this project shall consist of overland flow with open grass-lined ditches, catch basins, culverts and LID facilities as required to direct rain and snowmelt runoff to existing or new drainage systems.

2.2.5.3 A section of existing AC pavement and storm drain facilities along the northeast corner of Building 14410 shall be removed and replaced to improve drainage in this area.

2.2.5.4 Stormwater Management and Low Impact Design: Employ design and construction strategies (Best Management Practices, or BMPs) that reduce stormwater runoff, reduce discharges of polluted water offsite and maintain or restore predevelopment hydrology with respect to temperature, rate, volume, quality and duration of flow. See Technical Guidance on Implementing the Stormwater Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EISA). Hydrologic parameters and analysis shall be in accordance with UFC 3-210-10.

2.2.5.5 Finish grade adjacent to the building shall be at least 6 in below the finish floor elevation, except at doors. Positive drainage around the building shall be established. Non-paved finish grade shall slope away from the building to a drainage ditch collection point.

Runoff During Construction

2.2.6.1 Runoff from within the project boundaries, during construction of the project, shall be the responsibility of the Contractor. Silt laden or other environmental degrading waters shall be collected and treated prior to discharge from the project site, or to infiltration areas.

2.2.6.2 Contractor shall prepare and submit a Storm Water Pollution Prevention Plan (SWPPP) to ADEC and the Contracting Officer for review, and conduct all construction activities in accordance with the approved plan. The plan, at a minimum, shall include the following items: methods for excavation;

temporary erosion and sediment control measures; Best Management Practices (BMPs); temporary and permanent drainage features; haul roads and material stockpile sites; existing drainage features and containment control; cleanup and disposal methods for petroleum products or other hazardous substances generated by construction equipment or activities. The plan shall also address BMPs for post-construction activities and operation of the facility, until stabilization occurs. Contractor is responsible for all fees associated with the APDES, SWPPP, and ADEC review and permits. The Contractor shall be responsible for submitting Notice of Intent (NOI) and Notice of Termination (NOT) to ADEC and EPA.

2.2.6.3 The Contractor shall submit a Base Civil Engineer Work Clearance Request for approval prior to excavation.

Contaminated Soils:

2.2.7.1 Localized petroleum, oil, and/or lubricant (POL) contaminated soil is expected to be encountered during construction and alteration of this facility. The design shall consider this possibility and account for it through the professional application of field screening techniques. Note that soil is considered contaminated when respective contaminant concentrations are above the Cleanup Levels provided for the under 40-inch zone in Tables B1 and B2 of 18 AAC 75.

2.2.7.2 Contaminated soils as indicated by field screening results or visual/olfactory cues may be encountered. If so, such soils will require segregation, stockpiling, and characterization in accordance with State of Alaska regulations. For sample collection and subsequent analysis, the contractor must use an USACE approved laboratory and an ADEC qualified sampler. A Chemical Data Report for this project has been completed and is attached in the appendices.

2.2.7.3 The Contractor shall provide a Sampling and Analysis Plan (SAP). The SAP shall be composed of a Field Sampling Plan (FSP) and a Quality Assurance Program Plan (QAPP). The plans shall be site specific and include the method(s) to be used for field screening, frequency of sampling, and identify the levels at which soil will be considered contaminated and subsequently segregated. The Contractor shall include in the SAP a description of the type of instruments selected, limits, action levels, procedures for testing, and the consultant's training to use the instruments and interpret the data. The SAP shall be submitted for approval at least 30 days prior to start of work at the site. The Contractor shall make corrections indicated by comments and identify any items considered to be in conflict with, or a change to, the contract. Excavation shall not begin prior to approval of the SAP by the Contracting Officer. The

Contractor shall correct and resubmit items which are unacceptable for detailed review. The 30 day period specified above will not begin until all corrected items are received by the Contracting Officer. The Contractor shall prepare a table of field screening results to be updated as work proceeds. A final copy, including an explanatory narrative, shall be part of the Field Report. If contaminated soil conditions, in the opinion of the Contracting Officer, are encountered within the site boundaries, (s)he may direct sampling and testing beyond that outlined in the SAP to be performed. The Contractor shall perform such additional sampling and testing only when so directed in writing. Sampling and testing shall include quality control and Government quality assurance sampling, as required. An equitable modification of the Contract will be made for any directed additional sampling and testing.

2.2.7.4 The Contractor shall provide field screen soil sampling throughout the duration of excavation activities to determine if contamination is present. The contractor shall be experienced and qualified with a minimum of a four year college degree in Chemistry, Biology, Environmental Science, or related field;

two years experience in the development and preparation of SAPs; experience in and knowledge of EPA methods for collecting environmental and hazardous waste samples; and experience in the operation of field screening equipment. Should the Contractor encounter visible stains, odor of fuels or volatiles, or readings significantly above background in any field screening test in a location not previously identified in the contract documents, the Contracting Officer shall be notified immediately, by phone and in writing.

The Contractor shall reevaluate the SHP as appropriate and await direction from the Contracting Officer before proceeding with excavation.

2.2.7.5 If drums, unexploded ordnance, or unusual debris are found on or around any work site, the Contractor shall stop work immediately and notify the fire department or “911” in accordance with USARAK Pamphlet 200-1 Hazardous Materials and Regulated Waste Management. Additionally, the Contractor shall notify the Contracting Officer immediately of any such action. Work at the site will be suspended until the area is cleared by the JBER Environmental Compliance and notification by the Contracting Officer is given to the contractor allowing work to continue. Site clearance by JBER-E EOD is required if unexploded ordnance is involved.

2.2.7.6 The Contractor shall obtain required federal, state, and local permits for excavation and storage of contaminated material (Stockpiles shall be constructed in accordance with 18 AAC 75). The permits shall be obtained at no additional cost to the Government. Federal, State or local agencies may require their representative(s) to be present to inspect operations. The Contractor shall comply with all such inspection requirements.

2.2.7.7 The Contractor shall notify the Contracting Officer 48 hours prior to the start of excavation of contaminated material. The Contracting Officer will be responsible for contacting regulatory agencies in accordance with the applicable reporting requirements.

Geotechnical

2.2.8.1 A Geotechnical Data Report for this project has been completed and is attached in the appendices.

2.2.8.2 Soil logs are presented in the attached appendices as part of the Geotechnical Data Report to characterize the subsurface conditions at the project site. The logs provide a general overview of the soil and geologic conditions with detailed descriptions at discrete boring locations. The Contractor’s team shall include a licensed geotechnical engineer to interpret the logs and develop earthwork and foundation recommendations and design parameters in which to base the Contractor’s design. If any additional subsurface investigation or laboratory analysis is required to better characterize the site or develop the final design, the Contractor shall perform it under the direction of a licensed geotechnical engineer. The Contractor’s licensed geotechnical engineer shall prepare a final geotechnical evaluation report, to be submitted along with the first foundation design submittal, as described in Section 01 33 16, Design After Award.

Geotechnical Testing

2.2.9.1 Compaction tests shall be performed on each layer of compacted material placed. Testing shall be the responsibility of the Contractor and shall be performed by a Corps of Engineers approved independent testing agency. The Contractor shall remove and replace nonconforming materials and shall compact and retest failed and replaced areas until the specified degree of compaction is obtained. The Contracting Officer may direct that the tests be taken at locations other than those shown on the submitted compaction test plan and that additional tests be taken to supplement the required tests, at no cost to the Government.

2.2.9.2 Type and Frequency of Tests: Characteristics of backfill materials shall be determined in accordance with particle size analysis of soils ASTM D 422 and moisture-density relations of soils ASTM D 1557. A minimum of one particle size analysis and one moisture-density relation test shall be performed on each different type of material used for bedding and backfill. The area referred to hereinafter which determines the minimum number of tests required shall be an area that is compacted in one continuous operation.

2.2.9.2.1 Structural (Type 1) Compaction Tests: The following density tests are required beneath structures with on-grade concrete floor slabs and footings and slabs. The number of tests shall apply to each layer of material placed.

1. Compacted Area: 500 sf or less. A minimum of two tests or one test for each 150 sf of area, whichever will provide the greatest number of tests.

2. Compacted Area: Between 500 sf and 4000 sf. A minimum of four tests.

3. Compacted Area: 4000 sf or greater. One test for each 1000 sf of area.

2.2.9.2.2 Structural (Type 2) Compaction Tests: The following density tests are required beneath footings for structures where the compaction requirements beneath footings and floor slabs vary. The number of tests shall apply to each layer of material placed.

1. Continuous Footings: One test for each 50’ of continuous footing for walls over 100’ long or a minimum of two tests per wall, whichever provides the greatest number of tests.

2. Column Footings: One test per footing.

3. Utility Systems Compaction Tests: The number of density tests required for backfill in utility trenches shall conform to the following:

4. Bedding Layers under Utilities: One test 200’ of trench or a minimum of two tests, whichever is greater.

5. Trench Backfill in Graded Areas: Minimum of two tests per layer or one test per layer for each 300’ of trench, whichever provides the greatest number of tests.

6. Trench Backfill in Traffic Areas - minimum of two tests per layer or one test per layer for each 100’ of trench, whichever provides the greatest number of tests.

2.2.9.2.3 Roadway, driveway, and parking area (Size 1) Compaction Tests: The number of density tests required for roadways and driveways up to 300’ in length, and parking areas up to 6000 sf, shall conform to the following requirements for each layer of material placed:

1. Subbase and Base Course – a minimum of two tests or one test for each 50’ of length or each 1500 sf of area, whichever provides the greatest number of tests.

2. Subgrade - a minimum of two tests or one test for each 100’ of length or each 2000 sf of area, whichever provides the greatest number of tests.

2.2.9.2.4 Roadway, driveway, and parking area (Size 2) Compaction Tests: The number of density tests required for roadways over 300’ in length and parking areas over 6000 sf, shall conform to the following requirements for each layer of material placed.

1. Subbase and Base Course - a minimum of four tests or one test for each 150’ of length or 3000 sf of area, whichever provides the greatest number of tests.

2. Subgrade: A minimum of four tests or one test for each 200’ of length or 4000 sf of area, whichever provides the greatest number of tests.

2.2.9.3 Gradation and Non-Frost Susceptibility tests shall be conducted on structural soil materials for structures, foundations, utility systems, roadways, driveways, parking areas, shelter access approach, shelter floor, and all airfield pavements. In-place structural soil materials shall be sampled and tested for gradation and non-frost susceptibility requirements at least once for every 1500-compacted-cubic meters (53,000 cubic feet) or portion thereof and for every change in borrow source. For these tests, gradation shall be determined in accordance with ASTM C 136, with ASTM C 117 used to determine minus No. 200 sieve material and ASTM D 422 used to determine minus 0.02 mm materials.

Landscaping

The extent of landscaping for this project shall be to topsoil and seed all disturbed areas unless other stabilization is incorporated/applied. This project is located within a bird exclusion zone. Site improvements, including allowable height of vegetation, must comply with the Bird and Wildlife Aircraft Strike (BASH) Program requirements. See the 3rd Wing PACAF Instruction 91-212 for further details.

Seed Mixture

The allowable grass species mix, for seeding disturbed areas, is specified according to the BASH Vegetation Management Zone. Details can be found in the 3rd Wing PACAF Instruction 91-212.

2.6 ELECTRICAL, TELECOMMUNICATION, ELECTRONIC SECURITY SYSTEMS

Scope and Objectives

2.6.1.1 This subpart of the RFP covers the electrical, telecommunication, and electronic security system design and construction criteria for the renovation/repair of Building 14410 (Hangar 8) and the construction of a new Alert Crew Quarters/Squadron Operations building.

2.6.1.2 Specific requirements listed herein take precedence over conflicting requirements in the referenced documents. When referenced documents have conflicting criteria, the most stringent criteria shall take precedence.

2.6.1.3 Design and construction shall comply with most current applicable industry codes and standards, federal regulations and guidelines, Department of Defense criteria, Air Force criteria, and Joint Base Elmendorf specific criteria.

2.6.1.4 The electrical designer-of-record shall ensure that the electrical design package submitted complies with the design analysis, calculation and documentation requirements of UFC 3-501-01, Chapter 3.

2.6.1.5 The telecommunications designer-of-record shall ensure that the telecommunication design package submitted complies with the design analysis, calculation and documentation requirements of UFC 3-501-01, Chapter 3 and JBER Telecommunication Installation Standards.

2.6.1.6 The designer-of-record for features in the design related to the secure working area shall be selected based on the guidelines indicated in IC Tech Spec-for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities Ver. 1.3, Chapter 3, paragraph B, 5. The contractor shall identify this person and provide a documented proof of compliance to this security guideline.

Design and Construction Criteria References. The designer-of-record shall use the latest edition of the codes, standards, and criteria that is available during the design phase of the project. The date or edition of references used as basis of design shall be indicated in the project design analysis document.

Industry Codes and Standards:

ANSI C84.1, Electric Power Systems and Equipment—Voltage Ratings (60 Hz).

ANSI Z535.4-2007, Product Safety Signs and Labels.

IEEE C2, National electrical Safety Code

IEEE C57.110, IEEE Recommended Practice for Establishing Transformer Capability When Supplying Nonsinusoidal Load Currents.

IEEE C62.41, IEEE Recommended Practice on Surge Voltages in Low-Voltage AC Power Circuits.

IEEE Std 241, IEEE Recommended Practice for Electric Power Systems in Commercial Buildings

IEEE Std 399, IEEE Recommended Practice for Industrial and Commercial Power System Analysis.

IEEE Std 446, IEEE Recommended Practice for Emergency and Standby Power Systems for Industrial and Commercial Applications.

IEEE Std 551, IEEE Recommended Practice for Calculating Short-Circuit Currents in Industrial and Commercial Power Systems.

IEEE Std 1584, IEEE Guide for Performing Arc-Flash Hazard Calculations, including Amendments 1 and 2.

IES Lighting Handbook

NFPA 70, National Electrical Code

NFPA 70E, Standard for Electrical Safety in the Workplace

NFPA 780, Standard for the Installation of Lightning Protection Systems.

NFPA 110, Standard for Emergency and Standby Power Systems.

NFPA 111, Standard on Stored Electrical Energy Emergency and Standby Power Systems.

TIA-568, Commercial Building Telecommunications Cabling Standard

TIA-569, Telecommunications Pathways and Spaces

TIA-606, Administration Standard for Telecommunications Infrastructure

TIA 607, Generic Telecommunications Bonding and Grounding (Earthing) for Customer Premises

Government Criteria (Copies of these criteria can be downloaded from http://www.wbdg.org/references/docs_refs.php, except for the base specific criteria):

Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines

AFI 16-1404 Air Force Information Security Program

AFI 16-701 Management, Administration and Oversight of Special Access Programs

AFI 32-1062 Electrical Systems, Power Plants and Generators

AFMAN 33-282 Computer Security (COMPUSEC)

CNSSAM TEMPEST/1-13 RED/BLACK Installation Guidance

CNSSI No. 7003 Protected Distribution Systems

DoDM 5105.21, V2 Sensitive Compartmented Information (SCI) Administrative Security Manual: Administration of Physical Security, Visitor Control, and Technical Security

DoDM 5200.01-V3 DoD Information Security Program: Protection of Classified Information

ICD-705 Sensitive Compartmented Information Facilities

ICS 705-1 Physical and Technical Security Standards for Sensitive Compartmented Information Facilities

ICS 705-2 Standards for the Accreditation and Reciprocal Use of Sensitive Compartmented Information

IC Tech Spec-for ICD/ICS 705 Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities Ver. 1.3

UFC 1-200-01 DoD Building Code (General Building Requirements)

UFC 3-260-01 Airfield and Heliport Planning and Design

UFC 3-501-01 Electrical Engineering

UFC 3-520-01 Interior Electrical Systems

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

UFC 3-540-01 Engine-Driven Generator Systems for Backup Power Applications

UFC 3-550-01 Exterior Electrical Power Distribution http://www.wbdg.org/references/docs_refs.php

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

UFC 3-575-01 Lightning and Static Electricity Protection Systems

UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design

UFC 4-010-05 Sensitive Compartmented Information Facilities Planning, Design, and Construction

UFC 4-021-02 Electronic Security Systems

Squadron Operations and Aircraft Maintenance Unit Design Guide (ACC)

Joint Base Elmendorf Richardson Telecommunications Installation Standards

Joint Base Elmendorf Richardson Elmendorf Exterior Electrical Construction Standards

Joint Base Elmendorf Richardson Telecommunications Facility Standard Wiring Diagram

Unified Facilities Guide Specifications (UFGS)

The Design-Build Contractor shall develop the UFGS sections to describe the electrical and telecommunication materials, standards, and methods proposed as stated in UFC-1-300-02. Copies of these guide specification and additional guide specification can be downloaded from http://www.wbdg.org/ccb/browse_cat.php?c=3 :

Site Electrical Distribution System

2.6.3.1 Existing Exterior Electrical Distribution System

2.6.3.1.1 The primary distribution system in Elmendorf Air Force Base is 12.47kV, 3-phase, 4-wire, grounded wye, 60Hz. The project site is served by an overhead primary distribution line that is part of feeder 22. See existing electrical site plan in the appendix.

2.6.3.1.2 At Pole 22-94, which is located outside the fence east of hangar 8, the overhead line transitions to underground and feeds transformer 2042. From transformer 2042, the underground line extends to transformer 907.

2.6.3.1.3 Transformer 2042 is a 500kVA, 3-phase padmount transformer that provides 208/120V, 3-phase secondary service to Bldg 14410. Transformer 907 is a 750kVA, 3-phase padmount transformer, which provides 480/277V, 3-phase secondary service to building 14410.

2.6.3.2 Alterations / Additions on the Exterior Electrical Distribution System

2.6.3.2.1 Pole 22-90 and the associated guys and anchors supporting this pole could be in conflict with the site development needed at the north end of building 14410. The D-B contractor shall be responsible for determining, designing, and implementing the most cost effective alteration on this portion of the overhead distribution system in order to free up the area for any site development required for the new building.

2.6.3.2.2 Currently, building 14410 is being served by two padmount transformers. Both of these transformers are underutilized based on the peak demand recorded on the respective meters at the secondary side of these transformers. The meter monitoring the load on the 208/120V secondary service lateral from the 500kVA transformer indicated a peak demand of 82kVA, which is 16.4% of the transformer full load rating. The meter monitoring the load on the 480/277V secondary service lateral from the 750kVA indicated a peak demand of 264kVA, which is 35.2% of the transformer full load capacity.

1. The D-B contractor shall re-evaluate the demand on the existing service transformers taking into consideration any load change resulting from the renovation in building 14410.

http://www.wbdg.org/ccb/browse_cat.php?c=3

2. Existing load determination shall be in accordance with NFPA 70, paragraph 220.87, Determining Existing Loads.

3. The electrical designer-of-record shall take the following into consideration to maximize utilization of the rated capacities of the existing service pad mount transformers:

A. If the 750kVA transformer has the capacity to support all electrical loads in the building (existing and new) and the total power demand of the 208/120V loads does not exceed 300kVA, all 208/120Vloads will be transferred to the 750kVA transformer to fully comply with article 230 of NFPA 70, which requires a building to be served by only one service. The D-B contractor shall be responsible for determining, designing, and implementing the most cost effective means of transferring loads from the 500kVA transformer to the 750kVA transformer.

B. If total power demand of the 208/120V loads (existing and new) will be greater than 300kVA but less than 400kVA, all 208/120V will be served from the 500kVA transformer pad mount transformer. This is in accordance with UFC 3-550-01 criteria, which requires use of separate oil-filled pad-mount transformers in lieu of one 480/277V service if the required 208/120V loads using dry-type transformers exceeds 40 percent of the 480V service transformer capacity.

2.6.3.2.3 D-B contractor shall design, provide, and install an underground lateral primary distribution line and underground secondary distribution service for the new Alert Crew Quarters / Squadron Operations building.

2.6.3.2.4 Where work on the existing distribution system requires power interruption, the D-B contractor shall determine and address scheduling and sequencing of outage requirement including outage duration.

The sequencing and scheduling shall be incorporated in the design plans. The D-B contractor shall identify temporary power requirements including the need for emergency generators for backup power during construction-related outages.

2.6.3.2.5 For delineation on application of NFPA 70 (NEC) and IEEE C2 (NESC) in the electrical distribution system design, comply with the guidelines of UFC 3-501-01, Chapter 2, 2-1.13.

2.6.3.2.6 The electrical designer-of-record shall ensure the service transformer are not oversized by following the load analysis guidelines of UFC 3-501-01, Chapter 3, 3-2.2. If available also use historical peak demand data of actual buildings of similar size and function. Coordinate with base energy manager for access of historical data.

2.6.3.2.7 Padmount transformers, switches, sectionalizing cabinets, and other distribution equipment that will require periodic maintenance and inspection shall be located at an area easily accessible by maintenance vehicle but location should also be selected such that any work around the equipment will not impede traffic. Padmount equipment shall have adequate clearance for hot stick work. Orient equipment so that adjacent equipment will not interfere with the clear workspace requirement. Provide bollards around the equipment in areas where equipment can be damaged due to vehicular traffic.

2.6.3.2.8 Design, selection, installation of exterior electrical distribution shall comply with criteria in UFC 3-550-01, Chapter 3.

Site Lighting and Electronic Security System

2.6.4.1 Existing Exterior Security Lighting and Electronic Security System

2.6.4.1.1 Building 14410 is inside a fenced in compound. The area along the perimeter fence is illuminated by pole mounted LED light fixtures. The perimeter fence has video surveillance and intrusion detection system.

2.6.4.1.2 The entry control point (ECP) to the compound is located at the northeast of the perimeter fence. The ECP has a pedestrian gate, vehicle gate, and a guard house. The gates have access control, intrusion detection, and video surveillance as part of the overall perimeter fence electronic security system.

2.6.4.2 Alterations / Additions on the Exterior Security Lighting and Electronic Security System

2.6.4.2.1 Site development for the new building will be at the north side of building 14410 compound.

The existing perimeter fence will have to be relocated and extended north to enclose the new Alert Crew Quarters / Squadron Operations building inside the compound. The existing pole mounted security lights and associated underground circuits will need to be moved together with the fence to a new location.

Design, provide, and install additional perimeter fence security lighting as needed to meet minimum illumination requirement at the fence perimeter if the existing fixtures will not be adequate due to relocation and extension of the fence line.

2.6.4.2.2 The parking lot outside the fenced compound does not have area lighting. The D-B contractor shall determine if the existing area lighting at the vicinity of the parking lot will provide the minimum standard illumination required for a parking lot. If minimum illumination is not met, the D-B contractor shall design, provide and install additional lighting to meet minimum illumination requirement for a parking lot. To minimize spare inventory, use fixtures that match the existing LED fixtures used as area lights in the vicinity of the parking lot.

2.6.4.2.3 D-B contractor shall design, provide, and install all necessary alterations on the existing access control, intrusion detection, and video surveillance system as a result of the relocation and extension of the fence line to the north. This shall include any modifications needed on the whole system such as hardware and software modifications, reassigning of intrusion detection zones or sectors, reassigning of camera coverage in order to accommodate the relocation and extension of the fence line.

2.6.4.2.4 Alterations shall include any required extension and/or modifications of the power, signal, and communication pathways and cabling associated with the north perimeter fence, guard house and entry control point lighting, access control, intrusion detection, video surveillance systems. This includes modifications on the power branch circuit and protective device to accommodate any added loads associated with the area lighting and security system.

AM#14

2.6.4.2.5 Components and equipment used in the alterations of the existing perimeter security and surveillance system shall be in the list of approved Air Force IDS equipment. See attached approval memo dated 26 January 2017. Existing security & surveillance system will have to be upgraded to ensure compatibility and compliance with the updated Air Force approved list of equipment. AM#14

2.6.4.2.6 Supplement existing area security lighting with exterior security lighting mounted on the new building as necessary. Comply with criteria in UFC 3-530-01; Chapter 4 Exterior Lighting and Controls;

Chapter 5 Exterior Applications; and Chapter 6 and 7 Security Lighting. Exterior lighting design shall take into consideration energy sustainability criteria such as minimizing light trespass and pollution. As much as possible minimize spare inventory by selecting light fixture with common type of light sources.

Site Telecommunications Distribution System

2.6.5.1 Existing Site Telecommunications Distribution System

2.6.5.1.1 Fiber optic and copper outside plant cabling serving building 14410 runs through manholes and underground duct bank system coming from the northeast side of the building. The cables go through HH E266A and a duct routed along the north side of the building, then enters the mechanical room at the north side of the building. The copper outside plant cable and the innerducts with the fiber optic comes out from the floor near the entry door of the mechanical room and go up just above door height and runs j4en9ras Highlight along the north wall of the mechanical room, supported by cable clamps. It then crosses the room via a cable tray to the backboard at the opposite wall.

2.6.5.1.2 The copper outside plant cable serving building 14410 is a 300-pair cable but only 200 pairs have been assigned to the building. The cable terminates inside three 100-pair protector panels that are mounted on the backboard. Adjacent to the protector panels are 66 punch blocks that terminate backbone cables. One of the terminal blocks terminate a 25 pair inter-building backbone cable that serves the guard house at the north entry control point.

2.6.5.1.3 Adjacent to the copper cable protector panel is a backboard mounted Corning connector housing. The two incoming outside plant single mode fiber optic cables terminate in this housing. One cable has 6 strands and the other has 12 strands. These cables provide a fiber optic link between building 14410 (Hangar 8) to building 16430 (Hangar 11).

2.6.5.2 Alterations / Additions on the Site Telecommunication Distribution System

2.6.5.2.1 Part of the renovation inside building 14410 will be to provide a dedicated space for the main telecommunication room inside the building. The D-B contractor shall design, provide, and install a new underground duct bank system that will be a more direct route form HH E266A to the main telecommunication room. The underground conduit will transition to a riser conduit outside the building.

Point of entrance for the outside plant cables shall be at the ceiling space in the building. Underground ductbank shall consist of at least three 4 inch conduit. Provide and install three 1.5 inch innerducts in one of the 4 inch conduit.

2.6.5.2.2 To accommodate new termination hardware and additional cables passing through handhole HH E266A, the handhole shall be replaced with a manhole having approximate internal dimensions 6’ W X 8’ L X 7’ D. New manhole shall be designated as MH E266A

2.6.5.2.3 Design, provide, and install new underground ductbank from new MH E266A to the new building. The ductbank shall extend to the location of the telecommunication room in new building.

2.6.5.2.4 Design, provide, and install new underground ductbank from MH E266A to the guard house.

The ductbank shall extend to the location of the telecommunication closet or termination box in the guard house.

2.6.5.2.5 Pull back existing 300 pair copper to new MH E266A. Run new 200 pair copper cable through new ductbank to main telecommunication room in building 14410.

2.6.5.2.6 Provide and install new 100 pair copper cable between new MH E266A and new building telecommunication room.

2.6.5.2.7 Provide and install new 25 pair copper cable between new MH E266A and the guard house.

2.6.5.2.8 Pull back existing 12 strand fiber to new MH E266A and reroute through new ductbank via one of the innerducts to main telecommunication room in new building.

2.6.5.2.9 Provide and install four new 1 inch innerducts in the existing 4 inch duct between MH E266 and MH E267BIDS. Using the existing 6 strand fiber as pull cord, run new 72 strand single mode fiber from building 16430 to MH E267BIDS.

2.6.5.2.10 Field verify availability of spare innerducts in the existing duct bank between MH 266 and new MH 266A. If spare innerducts are available for three new fiber cable runs provide the following:

1. Provide and install new 12 strand single mode fiber optic cable between MH 266 and the main telecommunication room in the new building via the one of the new innerducts installed between new MH 266A and the building.

2. Provide and install new 24 strand single mode fiber optic cable between MH 266 and the main telecommunication room in building 14410 via one of the innerducts installed between new MH 266A and building 14410

3. Provide and install new 12 strand single mode fiber optic cable between new MH 266 and the new guard house via one of the innerducts installed between new MH 266A and the guard house

2.6.5.2.11 If there is not enough innerducts for the three fiber optic cable runs above, run a 48 strand between MH 266 and new MH 266A, and run cables indicated above from MH 266A.

2.6.5.2.12 Provide and install new 24 strand single mode fiber optic cable between building 14410 and the new building via one of the innerducts connecting new MH E266A and these two buildings. Provide and install new 12 strand single mode fiber optic cable between building 14410 and the guard house via new MH E266A using the new innerducts between the new MH, building 14410 and the guard house.

Premises Electrical Distribution System

2.6.6.1 Existing Premises Electrical Distribution System

2.6.6.1.1 Building 14410 (Hangar 8) has two electrical services. The building has a 208/120V, 3-phase wye, 4-wire service; and a separate 480/277V, 3-phase wye, 4-wire service.

2.6.6.1.2 As mentioned earlier, the 208/120V service comes from transformer 2042, a 500kVA transformer. The secondary lateral from the transformer runs to the service and metering equipment mounted outside on the exterior wall at the south side of tug house, in the vicinity of the electrical room.

The service conductors at the load side of the service enters the electrical room through the wall at the ceiling via a surface mounted conduit. The conductors terminate in the main distribution panel / motor control center that was from the original 1958 building. The loads served by this 208/120V service are the 208/120V loads that were part of the original 1958 building, mainly lighting and power receptacles at the main hangar space and the electrical loads in the boiler room. The main distribution panel is located at the north wall of the electrical room, and two panels (B and C) serving the branch circuits for the hangar are located at the opposite wall. Panel A is located adjacent to the main panel. The branch circuits in panel A are mainly loads from mechanical system, such as exhaust fans, unit heaters, steam valve for hangar door track heater. It also has circuits for the rain gutter heat trace, which was added in 1985 at the east side of the building.

2.6.6.1.3 The 480/277V service comes from transformer 907, a 750kVA transformer. In the original 1958 building, this service was a 416/240V service used solely for the 100A, 3-phase receptacles. In 1981 when the hangar was expanded and the squadron operations was added to the north side of the building, the 416/240V service was upgraded to 480/277V service. A 480/277V main panel (SE) was added that time. This main panel is presently located on the north wall of the electrical room. This main panel provides feeders to the 100A, 480V, 3-phase receptacles. This main panel also provides feeders to the 480/277V panels (E, M, M1 H) that were added to the expanded building. The 208/120V loads that were added during this expansion are served by branch circuits from 208/120V panels (E1, E2, H1, GH1, GH2, J, LC, S, S1, T) that are sub-fed from the 480/277V panels via step down dry type transformers. A 1987 electrical plan shows another upgrade of the electrical system. The transformer was upgraded to the present power rating and the outdoor switchboard (TR) that is adjacent to this transformer was added that time.