Amendment_6.pdf

SOLICIATION NO. W91238-16-R-0007

F-35A HANGAR 40/42 ADDITION AND AMU, HILL AFB

AMENDMENT 0006 - SUMMARY:

A) Updated Volume 2 Table Of Contents.

B) SPECIFICATION SECTION 01 10 00

1) Page 4: Added new paragraph Bid Option 4.

C) SPECIFICATION SECTION 01 10 10

1) Paragraph 8.3.4: Revised frost depth.

2) Paragraph 9.1.3.11: Changed “Design Agent’s Representative” to “Contractor’s

Commissioning Agent”.

D) APPENDIX

1) Replaced Appendix L with updated Base Facility Design Guide.

2) Replaced Appendix O with updated PAT and FAT procedures.

3) Added Appendix AA – DD 1391.

4) Added Appendix AB – Building B-37 Training Facility Drawings.

5) Added Appendix AC – Landscaping Option (Bid Option 4).

1 of 1 Amendment 0006

F-35A HA NGA R 40/42 A DDITIONS and AMU 2039

HILL AFB, UT

Volume 2, TOC Amendment 0006

READY TO ADVERTISE

VOLUME 2 - TABLE OF CONTENTS

(Note – Volume 1 is reserved for the front-end boiler plate section prepared and provided by USACE)

TECHNICAL SPECIFICATIONS

01 10 00 Summary of Work; Base Bid and Bid Options Descriptions

01 10 10 Specific Technical Engineering & Design Criteria; Plus Appendices

APPENDIX CONTENT

A DESIGN/BUILD RFP DRAWINGS

B TOPOGRAPHIC & UNDERGROUND UTILITY SURVEY

C STRUCTURAL EVALUATION REPORT – EXISTING FACILITY

D REVIT AND SAP2000 STRUCTURAL MODELS (PROVIDED IN CD)

E GEOTECHNICAL REPORTS

• FOUNDATION REPORT, CORROSION REPORT AND PAVEMENT DESIGN JUNE 1, 1977

• GEOTECHNICAL STUDY, HAFB HANAR 45 ADDITION, EPIC ENG.

F DRAFT DD FORM 1354 WORKSHEET

G APPLICABLE CODES & DESIGN CRITERIA

H USACE SACRAMENTO DISTRICT ARCHITECT ENGINEER GUIDES

I BIM REQUIREMENTS

J VALUE ENGINEERING REPORT

K SUSTAINABLE DESIGN CRITERIA

• AF SDD POLICY, IMPLEMENTING GUIDANCE, JUNE 2, 2011

• AIR FORCE MILCON SUSTAINABILITY REQUIREMENTS SCORESHEET

L BASE FACILITY DESIGN STANDARD HILL AIR FORCE BASE, 2014

M BASE CE WORK CLEARANCE REQUEST (DIG PERMIT)

N HANGAR DOOR SAFETY CRITERIA

O PRELIMINARY ACCEPTANCE TEST (PAT) AND FINAL ACCEPTANCE TEST (FAT) PROCEDURES

27MAY2015

P HAZARDOUS MATERIALS ASSESSMENT REPORTS

Q HILL AIR FORCE BASE WATER QUALITY REPORT, 2014

R EXISTING BUILDING AS-BUILT DRAWINGS

S FIRE SUPPRESSION

• MEMO - DESIGN REVIEW OF HANGAR FIRE SUPPRESSION SYSTEM PROJECTS, DEC 15, 2014

• ETL 02-15 CRITERIA CHANGES

F-35A HA NGA R 40/42 A DDITIONS and AMU 2039

Volume 3, TOC Amendment 0006

VOLUME 3 - TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

DIVISION 01

01 10 10 Specific Technical Engineering & Design Criteria; Plus Appendices

APPENDIX CONTENT

T HILL AIR FORCE BASE GEO BASE PLAN

U F-35 FACILITIES REQUIREMENTS DOCUMENT

V REPAIR HANGAR ACCESS PAVEMENT DRAWINGS

W STADIUM LIGHT POLE AS BUILT DRAWINGS

X HANGAR 43 DRAWINGS

Y MILCON CLOSEOUT-RED ZONE MEETING AND CHECKLIST

AA DD FORM 1391

AB BUILDING B-37 TRAINING FACILITY DRAWINGS

AC LANDSCAPING OPTION (BID OPTION 4), LANDSCAPE DESIGN DRAWINGS, 40-42 LANDSCAPE

DESIGN AND PLANT LIST

DIVISION 01

01 00 00 General Requirements 01 10 11 Functional Design Criteria 01 32 01.00 10 Project Schedule 01 33 00 Submittal Procedures 01 33 16 Design After Award 01 33 29 Sustainability Reporting 01 35 26 Government Safety Requirements 01 42 00 Sources for Reference Publications 01 45 00.10 Quality Control System (QCS) 01 45 00 Quality Control 01 50 00 Temporary Construction Facilities and Controls 01 57 20 Environmental Protection 01 57 23 Temporary Storm Water Pollution Control 01 74 19 Construction and Demolition Waste Management 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data 02 82 14 Asbestos Hazard Control Activities 02 83 13 Lead in Construction 02 84 16 Handling Ballasts and Lamps Containing PCBs and Mercury Divisions 02-48 Contractor must select and edit applicable sections per UFGS

Table of Contents http://www.wbdg.org/ccb/ccb.php http://www.wbdg.org/ccb/ccb.php http://www.wbdg.org/ccb/ccb.php

DB RFP, F-35A Hangar 40/42 Additions and AMU

01 10 00 - 1 Amendment 0006

SECTION 01 10 00

SUMMARY OF WORK and PRECONSTRUCTION REQUIREMENTS

FOR

DB RFP, F-35A HANGAR 40/42 ADDITIONS AND AMU

HILL AFB, UT

01 10 00 - 2 Amendment 0006

SECTION ORGANIZATION:

This Division 01 is organized under four main sections that include the following information necessary to complete the design and prepare a DB bid:

• Section 01 10 00 – Summary of Work. Includes a brief project description and the distinction between Base Bid and Bid Options in the bid documents.

• Section 01 10 10 – Specific Technical Engineering & Design Criteria. This section describes the technical requirements of the project. It also includes other supporting information (appendices) that the Contractor must refer to when developing its bid and design documents.

• Section 01 10 11 – Functional Design Criteria. This section summarizes the technical requirements of the project including a room by room summary of the specific elements included in the contract.

• Section 01 33 16 – Design After Award. This section describes the tasks and deliverables that the Contractor is responsible for during the design phase.

Section 01 33 29 has also been edited specifically for this project. The balance of the Division 01 Sections, from 01 12 05 through 01 78 23, each specify other related efforts required of the Contractor. The Contractor is responsible for editing these sections to suit the requirements of the project and the Contractor’s proposed design.

For technical Sections 02 through 48, the Contractor is responsible for selecting and editing applicable sections per UFGS Table of Contents found at http://www.wbdg.org.

SUMMARY OF WORK:

The Contractor shall provide all labor, materials, tools and equipment and Design-Build (DB) services necessary for construction of this project titled F-35A HANGAR40/42 ADDITIONS AND AMU, HILL AFB, UT. The construction scope, in summary, includes additions/alterations to existing Hangars 40 and 42 and their existing supporting Aircraft Maintenance Unit (AMU) spaces to support the squadron of F-35A fighter aircraft and administrative and maintenance support tasks at Hill Air Force Base.

The completed composite structure will be defined as Hangar 40/42 AMU. Additions to the existing hangar footprints will extend the facilities to the north to accommodate installation of new hangar doors to meet the unique maintenance requirements of the F-35A weapon system. The AMU additions and alterations are required to house administrative and maintenance support activities to include space for the Autonomic Logistics Information System (ALIS) and maintenance brief/debrief areas.

The scope includes complete dismantling and removal of the existing hangars and adjoining one-story administrative and shops structures with the exception of the concrete slabs. The project will be constructed in one 730 calendar-day period of performance, including design. Refer to Section 01 33 16 for additional details regarding design requirements.

http://www.wbdg.org/

HILL AFB, UT

01 10 00 - 3 Amendment 0006

The scope also requires the use of BIM in the DB design plus compliance with Air Force sustainable design principles to ensure the project is Leadership in Energy & Environmental Design (LEED) certified-eligible (formal certification is not required) in accordance with the USAF Memorandum Air Force Sustainable Design/Development (SDD) Implementing Guidance.

BASE BID PRICING SCHEDULE:

Construct the composite hangars and AMU structure plus associated site improvements that will house the F-35A Hangar 40/42 and AMU operations. Refer to Section 01 10 10 Appendix A drawings for a graphic depiction of the building and site improvements. Refer to other Section 01 10 10 Appendices for drawings that depict the existing Hangars and AMU additions and adjoining construction for use in calculating dismantling and material removal efforts and costs. Refer to the Civil Drawings located in Section 01 10 10, Attachment A for parameters on the site where base bid and bid options occur.

BID OPTIONS PRICING SCHEDULE:

Bid Option 1; construct airfield pavement and subsurface infrastructure from the third pavement joint north of the hangars to the taxi-way. Refer to the Civil Drawings located in Section 01 10 10, Attachment A for additional information.

Bid Option 2; Not Used.

Bid Option 3; Design and construct the project within a period of performance totaling 18 months.

Bid Option 4; The Government is providing the Contractor the full design for the landscaping (refer to new Appendix AC in Section 01 10 10), but the Contractor is responsible for incorporating the landscape design in their final design plus ensuring all utility connections for power and water for irrigation controllers and water distribution piping are included in its bid.

PRE-CONSTRUCTION PHASE REQUIREMENTS:

Digging Permit:

Excavation work shall not begin until Contractor has applied for and obtained an approved Air Force Form 103, Base Civil Engineering Work Clearance Request. Contractor shall apply for the clearance to excavate (also known as a “Digging Permit”) at the Red Stake Office in Building 593 South.

Contractor shall provide a draft copy to Contracting Officer for review prior to submitting to the Base.

Application shall be submitted a minimum of twenty-one (21) calendar-days prior to any excavation or digging. An approved permit shall be renewed by the Contractor as required throughout the construction period. A blank copy of Form 103 is included in Appendix B of Specification Section 01 10 10. Refer to Specification Section 01 00 00 for additional information.

Utility Outage Approval:

HILL AFB, UT

01 10 00 - 4 Amendment 0006

A utility outage shall not begin until Contractor has applied for and obtained an approved Air Force Form 103, Base Civil Engineering Work Clearance Request. Contractor shall provide a draft copy to Contracting Officer for review prior to submitting to the Base. Application shall be submitted a minimum of twenty-four (24) calendar-days prior to any outage. Refer to Specification Section 01 00 00 for additional information.

Road Closure/Lane Restriction Approval:

A road closure and/or lane restriction shall not occur until Contractor has applied for and obtained an approved Air Force Form 103, Base Civil Engineering Work Clearance Request. Contractor shall provide a draft copy to Contracting Officer for review prior to submitting to the Base. Application shall be submitted a minimum of fifteen (15) days prior to road closure. Application shall have all required plans, signage, closure markers, lighting, barricades, safety devices, etc. stated or shown.

Contractor shall be responsible for implementing all plans/procedures during the closure. Refer to Specification Section 01 00 00 for additional information.

Site Security and Construction Personnel Identification:

The Contractor is responsible for maintaining the site and all other Contractor controlled areas in such a manner as to minimize the risk of injury or accident to site personnel or others who may be in the area. The Contractor is also responsible for furnishing an identification badge/card to each individual working on the site. Refer to Specification Section 01 00 00 for additional information.

CONSTRUCTION PHASE REQUIREMENTS:

Red Zone Meeting

The Contractor is required to present a project close-out schedule of events during a Red Zone meeting. The meeting is to be held approximately sixty (60) calendar-days before beneficial occupancy of the building. Refer to Appendix Y for additional information including the Red Zone Checklist.

Communications Connectivity

The Contractor is required to notify the Contracting Officer forty five (45) calendar-days in advance of the need to implement communications connectivity for EMCS or security features of the design.

POST-CONSTRUCTION REQUIREMENTS:

Transfer and Acceptance of Military Real Property:

At the completion of the project the contractor shall finalize the DD Form 1354. A draft Form 1354 worksheet is included in the RFP and can be found in Appendix F of Specification Section 01 10 10.

HILL AFB, UT

01 10 00 - 5 Amendment 0006

Refer to Specification Section 01 00 00 for additional information regarding Form 1354 and other post-construction requirements.

..End of Section..

DB RFP, F-35A Hangar 40/42 Addit ions and A MU 2039

Amendment 0006

SECTION 01 10 10

SPECIFIC TECHNICAL ENGINEERING

AND DESIGN CRITERIA

FOR

F-35A HANGAR 40/42 ADDITIONS AND AMU

Hill AFB, UT

01 10 10 - 2 Amendment 0006

1. SCOPE:

1.1 Design and construct the F-35A Hangar 40/42 Additions and AMU at Hill AFB, Utah in accordance with the criteria contained herein and using industry standard material and efficient practices.

The objective of this Contract is to design and construct the required facility as described in this Solicitation (RFP) and to meet the operational requirements of the Air Force. The Contractor shall provide all labor, equipment and material to perform the design and construct the complete, operational facility.

The Contractor is encouraged to attend the proposal conference and visit the site before submitting its proposal.

1.2 The Contractor shall be responsible for the professional quality, technical accuracy and coordination of all designs, drawings, specifications and other documents or publications upon which construction is based. The design of architectural, interior design, structural, mechanical, electrical, civil and other engineering features of the work shall be accomplished, reviewed and approved by engineers and architects who are licensed professionals with a minimum of six years experience to practice in their respective professional field in a state or possession of the United States. A registered Fire Protection Engineer is required per UFC 3-600-01. A Structural Interior Design (SID) shall be provided under this Contract. A Comprehensive Interior Design (CID) including Furniture, Fixtures and Equipment (FF&E) is not required.

1.3 LEED Certification: The current F-35A Hangar 40/42 Additions and AMU project is not required to be LEED Certified. However, compliance with applicable Air Force sustainable design principles is expected as defined further within this RFP.

1.4 The design and construction of this facility shall conform to the Base Facility Design Standard Hill Air Force Base, 19 March 2014 edition, and the requirements contained in this solicitation EXCEPT that features differing from the base standard and the requirements in this request for proposal (RFP) may be allowed if (1) the changes contribute directly to sustainable design criteria and (2) otherwise provide the same level of function, quality and performance established in this RFP. The Government will be the sole authority in determining if changes are acceptable. The Contractor is responsible and liable for the complete design and shall not assume that the provided design criteria and drawings in this RFP will alleviate the Contractor from performing any additional design as required to produce a complete set of construction documents. The following provisions must be maintained in the Contractor’s design:

1.4.1 Provision 1 – Gross Square Feet: The Contractor’s design shall provide at least the same square foot area overall, and on a room by room basis, as shown in the conceptual design provided within this

RFP.

1.4.2 Provision 2 – Equivalent Functional Arrangement: The Contractor’s design shall provide equivalent functional arrangement of rooms and spaces as shown in the conceptual design provided within this RFP. The Contracting Officer’s Representative (COR) is the approving authority and must approve any and all recommended plans. Recommended changes must be presented during the Kick- Off/Charrette Meeting. Refer to Section 01 33 16 for additional information.

1.4.3 Provision 3 – Overall Site Limits: The Contractor’s design shall be limited to the general extents of the Project site as shown in the conceptual design provided within this RFP.

1.5 The RFP drawings indicate the siting location of the facility, its approximate size and other system parameters that represent functional relationships of the project program. The Contractor’s design shall maintain functional relationships regardless of individual design decisions/changes made; for example, if the building orientation is altered so solar heat gain is reduced, then that change shall be fully coordinated with utility connections, approach to the building, etc.

1.6 The conceptual design drawings provided do not indicate all necessary design and construction requirements; while the written components, including specifications and attachments, of the RFP describes technical performance and system requirements. The Contractor is responsible for the complete Project design, shall retain all responsibilities and be recognized as the Designer of Record.

01 10 10 - 3 Amendment 0006

2. SUMMARY DESCRIPTIONS:

2.1 The Hangars 40 and 42 and AMU complex is a group of existing structures located within the aircraft operations and maintenance, industrial, and administrative area between Canberra Street to the south and the aircraft taxi-way on the north. The purpose of the project is to provide adequately sized and configured fighter aircraft repair hangars and Aircraft Maintenance Unit (AMU) for the squadron of F- 35A fighter aircraft. The project shall be designed within the criteria prescribed by Appendix A of this specification section.

2.2 Contractor Staging Summary. The facility is located within Hill Air Force Base which is located between the cities of Ogden and Layton, Utah. The Contractor must construct the facility in such a manner that impacts and disruptions to Base functions are kept to a minimum. The available locations on the site for the Contractor to set-up trailers, employee parking, storage and staging is shown on the Civil

(C) drawings provided in Appendix A.

2.3 Building Construction Summary. The project includes selective demolition of large components of the existing hangar and AMU buildings prior to construction of new building elements comprised of structural steel framing, concrete masonry walls, steel roof decking, built-up bituminous and standing seam metal roofing.

2.4 Construction Phasing. The facility must be designed and constructed in one continuous phase.

Refer to Section 01 33 16 – Design After Award for additional information.

2.5 Appendices. Additional relevant information is contained in the following appendices which are located at the end of this Section 01 10 10:

APPENDIX CONTENT

A DESIGN/BUILD RFP DRAWINGS

B TOPOGRAPHIC & UNDERGROUND UTILITY SURVEY

C STRUCTURAL EVALUATION REPORT – EXISTING FACILITY

D REVIT AND SAP2000 STRUCTURAL MODELS (PROVIDED IN CD)

E GEOTECHNICAL REPORTS

• FOUNDATION REPORT, CORROSION REPORT AND PAVEMENT DESIGN JUNE 1, 1977

• GEOTECHNICAL STUDY, HAFB HANAR 45 ADDITION, EPIC ENG.

F DRAFT DD FORM 1354 WORKSHEET

G APPLICABLE CODES & DESIGN CRITERIA

H USACE SACRAMENTO DISTRICT ARCHITECT ENGINEER GUIDES

I BIM REQUIREMENTS

J VALUE ENGINEERING REPORT

K SUSTAINABLE DESIGN CRITERIA

• AF SDD POLICY, IMPLEMENTING GUIDANCE, JUNE 2, 2011

• AIR FORCE MILCON SUSTAINABILITY REQUIREMENTS SCORESHEET

L BASE FACILITY DESIGN STANDARD HILL AIR FORCE BASE, 2014

M BASE CE WORK CLEARANCE REQUEST (DIG PERMIT)

N HANGAR DOOR SAFETY CRITERIA

O PRELIMINARY ACCEPTANCE TEST (PAT) AND FINAL ACCEPTANCE TEST (FAT) PROCEDURES

27MAY2015

P HAZARDOUS MATERIALS ASSESSMENT REPORTS

Q HILL AIR FORCE BASE WATER QUALITY REPORT, 2014

R EXISTING BUILDING AS-BUILT DRAWINGS

S FIRE SUPPRESSION

01 10 10 - 4 Amendment 0006

• MEMO - DESIGN REVIEW OF HANGAR FIRE SUPPRESSION SYSTEM PROJECTS, DEC 15, 2014

• ETL 02-15 CRITERIA CHANGES

T HILL AIR FORCE BASE GEO BASE PLAN

U F-35 FACILITIES REQUIREMENTS DOCUMENT

V REPAIR HANGAR ACCESS PAVEMENT DRAWINGS

W STADIUM LIGHT POLE AS BUILT DRAWINGS

X HANGAR 43 DRAWINGS

Y MILCON CLOSEOUT-RED ZONE MEETING AND CHECKLIST

AA DD FORM 1391

AB BUILDING B-37 TRAINING FACILITY DRAWINGS

AC

LANDSCAPING OPTION (BID OPTION 4), LANDSCAPE DESIGN DRAWINGS, 40-42 LANDSCAPE

DESIGN AND PLANT LIST

3. DESCRIPTION OF OPERATIONS: The existing Hangar 40 and adjoining shops and support spaces as well as the existing Hangar 42 and adjoining shops and support spaces comprise the footprint of the eventual combined Hangar 40/42 Hangar and AMU Facility. The two hangars and adjoining spaces are currently separate structures separated by approximately 60 feet between the hangars and 25 feet between the shops/support spaces. The hangars currently support F-16 AMU operations. The completed Hangar 40/42 facility will support a new F-35 fighter squadron.

4. DESIGN SUBMITTAL REQUIREMENTS:

The design requirements within this section and the following Section 01 10 11 represent the minimum quality and quantity acceptable for the proposals and project submittals. The standards, documents, and criteria referenced within this RFP, although not all attached within this RFP document, are modified to the extent indicated within this section. Each offeror shall be responsible for obtaining any documents not attached as part of this RFP but referenced as criteria for the project. Requirements of this section may delete, revise, add to, or substitute for criteria contained in the referenced documents and this section shall be deemed the controlling authority of any changes to the other referenced documents and criteria.

4.1 Design Standards. Equipment, hardware, and materials shall be standard manufactured domestic items unless otherwise specified. Replacement parts shall be standard and readily available through commercial means. Discontinued products will not be accepted unless approved by the Contracting Officer. Refer to Appendix G of Section 01 10 10 for additional information on this topic.

4.2 Codes. The design, materials, equipment, and installation shall be in accordance with the requirements of the listed codes and design manuals, with the requirements of this section and Appendix G of Section 01 10 10, and with the listed specifications. The building shall be of a noncombustible construction classification. Wood structural elements will not be acceptable.

4.3 Imperial / Inch-Pound Design. This project shall be designed in Imperial inch-pound (I-P) units.

4.4 Drawings. Attached drawings provide information about the site and general building layout for phasing and shall be considered in the design of the facility. The RFP drawings represent a design solution that has been accepted by USACE and Air Force leadership. However, the RFP drawings and approved solution are subject to change based on Air Force functions at the time of Contract award and Design-Build design and consequently, they may not be the actual design solution that will be provided by the Contractor. Refer to Section 01 33 16 for additional specifications related to this subject.

4.4.1 Field Information. The utility and as-built information provided in the drawings is the best information available. It is provided to assist the offerors in preparing their proposal and then during the design of this project. The Contractor is responsible for field verifying all information given. The Contractor is also responsible for obtaining all information necessary to properly design and install all work. Gathering information during design shall be coordinated through the COR. Any survey required to

01 10 10 - 5 Amendment 0006 provide or confirm utility locations, manhole inverts, verification of existing features, etc. shall be the responsibility of the Contractor and shall tie into the project datum.

4.4.2 Design Details and Standards. The Contractor shall create design details as required, but shall conform to the requirements of the RFP, and be subject to approval by the Government.

4.5 Specifications and LEED Design. The Contractor shall provide all applicable, edited Unified Facilities Guide Specifications (UFGS) for all materials, components, equipment and systems included in the design. The UFGS can be retrieved at http://www.wbdg.org/ccb/.

4.5.1 UFGS Editing Process. Items to be deleted from the specifications shall use the "strikethrough" formatting process to delete any portion of the specifications. Additions to the specifications shall be shown in a color font. Unless noted otherwise, material specifications, equipment efficiencies, equipment listing (i.e., UL, ANSI, NEMA, etc.), testing requirements, execution, etc., shall not be changed unless dictated by more stringent requirements in this RFP, including technical criteria such as codes and government and industry publications that are referenced in this RFP.

4.5.2 UFGS Selection. UFGS that have been unified for use by all participating agencies have a level 3 or level 4 MasterFormat™ number. UFGS that are agency-specific have a fifth level number indicating it as an agency specific specification. A specification that has a fifth level number "10" indicates USACE, a "20" indicates NAVFAC, a "30" indicates AFCESA and a "40" indicates NASA. Preparing agencies are indicated in the UFGS header of each specification. Users of UFGS should first consider a unified UFGS if one is available, next a UFGS identified as specific to their agency and, and lastly a UFGS identified as specific to another agency.

4.5.3 Sustainable (LEED) Design. The Contractor is not required to design the project to meet US Green Building Council (USGBC) certification. However, compliance with sustainable design procedures is required. LEED®-NC is a commercial Green Building Rating Tool developed by USGBC, http://www.usgbc.org /, and is widely used throughout the country.

The Contractor shall also take appropriate actions and incorporate features in the design and construction to meet Guiding Principles for Federal Leadership in High Performance and Sustainable Building requirements. The contractor shall complete the preliminary Air Force MILCON Sustainability Requirements Score Sheet included in Appendix K per the instructions contained therein and submit it with each design submittal and at project completion.

In addition to the sustainability requirements defined within this section, the Contractor shall comply with all of the related requirements in the Hill AFB – Base Facility Standard.

4.5.3.1 LEED Program Requirements. This Solicitation establishes achievement of specific sustainable design criteria which is driven by statutes, federal Executive Orders and Air Force policy directives. The Contractor shall strive to achieve the maximum number of sustainable LEED credits however, full certification is not required.

4.5.4 The Federal Leadership in High Performance and Sustainable Buildings (HPSB) program was created in response to Executive Order 13423. The program identifies five guiding principles to insure the design and construction of sustainable federal buildings. These principles align closely with the credits defined in the USGBC’s LEED rating system. The Project Air Force MILCON Sustainability Requirements Score Sheet attachment found in Appendix K indicates how the Contractor shall show that the project design and construction is compliant with all five guiding principles. The Air Force MILCON Sustainability Requirements Score Sheet includes references for complying with each of the guiding principles.

4.5.5 Not Used

4.5.6 Innovation in Design, and Credit ID2 (LEED Accredited Professional). Incorporate LEED AP as required to perform the sustainable design duties for the project.

4.5.7 Reporting. The Contractor shall prepare and submit an informal list describing sustainable criteria pursued and accomplished during design and construction of this project. The list shall be included in the Design Analysis reported described by Section 01 33 16.

http://www.wbdg.org/ccb/ http://www.usgbc.org/

01 10 10 - 6 Amendment 0006

4.5.8 GBCI Project Registration. N/A

4.6 Force Protection. Force protection setbacks are not a factor since the facility is located within a controlled fence line. However, force protection compliant building elements such as doors and windows are applicable. Refer to the RFP drawings for a graphic depiction and Appendix G of Section 01 10 10 for additional requirements related to this topic.

4.7 Barrier Free Design. The F-35A Hangar 40/42 Additions and AMU and associated aircraft parking lot and sidewalks, including mechanical and electrical rooms and the roof mounted equipment areas located above the back shop spaces are considered industrial in nature and will be operated by able-bodied personnel. Consequently, these areas of the facility are not subject to ABA requirements.

However, ABA compliant design is required for the administration areas and particularly the restrooms and offices.

5. CIVIL DESIGN:

5.1 General. The civil portion of the project includes Force Protection, grading, utilities, concrete work and concrete paving. Included in the utilities shall be storm drain, the removal and replacement of water main and service, removal and replacement of fire water main and services, removal and replacement of industrial waste lines, removal and replacement of sanitary sewer lateral, natural gas service and electrical power service for the facility.

5.2 Site. The work at this site consists of design and construction of the new 58,000 GSF facility plus approximately 98,000 SF of site improvements.

5.2.1 Site Construction Fencing. The Contractor shall install a 6-foot high chain link fence around the entire site. The fence shall have attached tan-colored fabric, and shall be appropriately installed to withstand strong wind loads.

Temporary construction fence and supports shall be removed from the project site and disposed of off- Base upon completion of the project. Any damage/alteration to the existing grade/pavement or site structures shall be repaired to its original condition, or better, at the Contractor’s expense.

5.2.2 Site Access. Contractor shall not access the site from the flightline road, and shall not drive on the flightline road. Site access shall be from Canberra Drive at the south side of the site.

5.2.3 FOD Prevention. Contractor shall provide temporary FOD fencing and sweep for FOD, on at least a once daily basis, adjacent to active airfield.

5.3 Technical Criteria and Standards. See Appendix G of Section 01 10 10 for all required Standards.

5.4 Project Site Field Survey Topography of the project area is provided as Appendix B. Contractor shall perform additional survey(s) as required to complete his/her design (see Section 5.14.2 herein and Section 4.2 of 01 33 16 for requirement details).

5.4.1 Project Benchmark. Contractor shall be responsible for development of a project benchmark.

5.5 Contractor Storage Yard. The Contractor storage yard and trailer location shall be located within the Staging Area as shown on Drawing CD101. Contractor shall install a 6-foot high chain link fence around the storage yard/laydown area. The fence shall have attached tan-colored fabric and shall be appropriately installed to withstand strong wind loads.

5.6 Force Protection. See Part 12.2.

5.7 Site Demolition. Site demolition shall include, but not be limited to, the removal of Hangar 40 and Hangar 42 buildings, removal of concrete and asphalt concrete airfield apron, concrete sidewalk, landscape rock, removal of transite water main, transite fire water main, storm drain inlets and pipe, gas service and industrial water service. Relocation of an airfield stadium light and an electrical transformer shall also be included within the scope of work.

5.7.1 Waste Disposal. Hill AFB will accept clean excavation including soil/concrete, asphalt and wood if capable, contact Base Civil Engineering for coordination. All other project demolition and construction

01 10 10 - 7 Amendment 0006 waste shall be disposed of off-Base at a location approved by the Contracting Officer. Waste shall be disposed of in accordance with AFI 32-7042.

Any industrial waste water discharge shall be directed to the Industrial Waste system.

5.7.2 Haul Route, Site Access and Security. See Sheet G-002 for the Contractor haul route.

Access to the base and site for the Contractor shall be limited to the Roy Gate only, which is located on the northwest side of the base. Base roadways sustaining damage from construction activities shall be repaired at the Contractor’s expense after project completion. See Sections 01 10 00 and 01 54 00 for additional requirements.

5.7.3 Asbestos Abatement. Asbestos Containing Materials (ACM) are present in some existing materials scheduled for demolition under this contract. See Appendix P and Appendix A – Sheet CD102 for types, quantities and locations. Refer to Hill Air Force Base Facility Design Standard Section 2.11 for additional requirements.

5.8 Site Development. Site work shall include, but not be limited to, site grading, concrete apron, concrete walks, paved roadway, utility connections and utility relocation. (See Civil C-sheets). See Section 5.7.2 for haul route specifics.

5.8.1 Building Siting. The new facilities shall be constructed in the same location as the existing hangar facilities, and sited by meeting the minimum provisions of all applicable references indicated in these RFP documents. The Contractor shall confine proposed development to the project area as designated in these RFP documents. The site limits (limits of construction) are as shown on sheet C-101.

5.8.2 Parking. N/A

5.8.3 Fire Service Lane. Fire Service Access shall be as specified:

Per UFC 3-600-01, paragraph 2-10.1: All-Weather Ground Access: All buildings greater than 465 sq. m.

(5,000 sq ft), or more than two stories in height must have at least one means of all-weather ground access to allow emergency vehicles unimpeded access to the building. All-weather ground access must be paved, start from the road, and terminate no farther than 10 m (33 ft) from the building. See requirements of ETL 02-15 A1.2 Accessibility for Firefighting.

Per UFC 3-600-01, paragraph 2-10.2: Vehicle Access: All force protection equipment, such as bollards or gates, must not require more than one person to remove or open. Access may require fire apparatus to drive over a curb. Any locking device controlling vehicle access must be under control of the Fire Department or 24-hour security personnel located at the specific facility. Dimensions of fire lanes and turnarounds must comply with NFPA 1, Uniform Fire Code. See requirements of ETL 02-15 A1.2 Accessibility for Firefighting

5.9 Permits.

5.9.1 NPDES Storm Water General Permit. Construction will likely result in disturbance of more than one (1) acre of total land area. Therefore, a Notice of Intent (NOI) to discharge and a Storm Water Pollution Prevention Plan (SWPPP) shall be required in accordance with the National Pollutants Discharge Elimination System (NPDES) requirements of the Clean Water Act. The Contractor shall be responsible to pay the associated NOI fee to the State Water Board along with the NOI application.

The following are requirements for Hill Air Force Base:

5.9.1.1 A completed NOI must be submitted to the State of Utah, Department of Environmental Quality, Division of Water Quality and the Contracting Officer who will forward it to the Base Stormwater Program Manager for review at least thirty (30) days prior to the proposed commencement of construction activities (e.g. the initial disturbance of soils associated with clearing, grading, excavation, or other construction activities).

5.9.1.2 A completed SWPPP must be prepared and submitted to the State of Utah, Department of Environmental Quality, Division of Water Quality and the Contracting Officer who will forward it to the Base Stormwater Program Manager for review and approval at least sixty (60) days prior to commencement of construction activities. Guidance for SWPPP preparation is available in the

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Environmental Protection Agency document EPA-833-R-06-004 titled, “Developing Your Stormwater Pollution Prevention Plan – A Guide for Construction Sites”. A copy of the approved SWPPP shall be kept at the construction site during the duration of the construction activities to insure compliance with the storm water pollution prevention measures outlined in the SWPPP.

The final SWPPP shall be incorporated into the project design specifications. The Contractor shall contact the Contracting Officer who will forward the SWPPP to the Base Stormwater Program Manager for guidance on the preparation of the NOI.

5.9.1.3 Notify the Contracting Officer, who will notify the Base Stormwater Program Manager, and submit a Notice of Termination (NOT) to the US EPA for the State of Utah ten (10) days prior to the completion of the project. The NOT document is a formal notification of project completion and terminates the NPDES Storm Water Construction Permit.

5.9.1.4 The Contractor shall prepare specifications to reflect the permit and plans.

5.9.1.5 No hazardous chemicals (toxins, corrosives, flammables, oil/grease, fuels, etc.) shall be discharged to the ground surface, storm water drains or sanitary sewer system during construction activities. The issues outlined above should be considered early in the project.

5.9.2 Dust Permit. Contractor will be required to prepare and follow a Utah Division of Air Quality Fugitive Dust Control Plan (FDCP). The FDCP shall include dust suppression techniques, such as wetting exposed soil or applying a dust palliative for the prevention of dust nuisance. The Contractor must prevent dust from approaching the base runway and taxiway airfield located north of the F-35A Hangar 40/42 Additions and AMU.

The Contractor shall request in a letter to the Base Fire Prevention Office, approval to use existing fire hydrants as a water supply source for dust suppression.

5.9.3 Base Civil Engineering Excavation Permit. No excavation shall be done prior to receiving a Base Civil Engineering Excavation Permit. If excavation is started without obtaining a permit, the Contractor shall be held liable for repairs of any broken utility lines or other damage resulting from the broken lines.

Prior to construction, the Contractor must complete AF Form 103, Base Civil Engineer Work Clearance Request, since excavation is required on the project. All work is to be conducted within the project boundaries as shown on sheet C-101. If a soil investigation is required in the design stage, the Contractor’s A/E shall complete a digging permit. A copy of a blank AF Form 103 is included in Appendix M for reference. See Sections 01 00 00 and 01 10 00 for additional requirements.

5.9.4 Construction Notice. Early in the design period, Contractor shall submit FAA Form 7460-1, Notice of Proposed Construction or Alteration, to the FAA. Contractor shall submit FAA Form 7460-1 to the FAA via https://oeaaa.faa.gov/oeaaa/external/portal.jsp. Forms shall be completed for the facility itself (permanent construction) and for the crane (temporary construction) that may be used during construction. Submitting the form initiates an aeronautical study for the project. Contractor shall follow any and all requirements dictated by the FAA or Hill AFB Airfield Operations personnel in response to the FAA Form 7460-1 submittal. Crane use may be limited to certain time periods when its use will not impact Hill AFB flight operations. Flight operations shall take precedence over crane use and due to project location; there will be very limited time periods when crane will be allowed to be raised and in use.

Reference UFC 3-260-01, Section B14-6, for Operational Safety requirements for construction projects occurring adjacent to an active airfield. Reference Section B14-5 for requirement to provide maximum height of construction equipment expected to be used during construction. Early in the design period, Contractor shall provide operational safety information to Contracting Officer to support submittal of an Airfield Construction Waiver request by 99th Civil Engineer Squadron. Construction cannot commence until project receives an approved construction waiver from Hill AFB Airfield Operations and Safety Office.

See Section 01 00 00 for additional requirements.

https://oeaaa.faa.gov/oeaaa/external/portal.jsp

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5.9.5 Utility Outage Permit. No outage shall begin until the Contractor has applied for and obtained an approved Air Force Form 103, Base Civil Engineering Work Clearance Request (See Appendix M).

Permit application shall be submitted a minimum of 21-calendar days prior to any outage as the Air Force portion of the permit typically takes 10-14 calendar days to complete. No single outage shall exceed four

(4) hours at a time or more than once in any two week period unless approved in writing by the Contracting Officer. Required utility outages shall be scheduled so as to provide the minimum interference to the Government. Outages shall occur on weekends and/or during non-standard work hours if the outage affects facilities that cannot be impacted during standard work hours due to mission operations.

5.10 Grading and Drainage. The Contractor shall design the grading of the site. Ponding will not be allowed on site. Drainage shall be away from the building in all directions, following existing site condition surface flow patterns. Due to site constraints a 15” diameter storm drain line spans below the building slab; see Sheet C-104 for reference. This line must be water tight and capable of handling increased pressure during large storm events.

5.10.1 Site Drainage Concept. Drainage shall be away from the building in all directions. Except at the entrances and stoops, outside finished grade shall be sloped away from the building at a 5% grade for the first ten (10) feet. The area from ten (10) feet and beyond the building line shall have a 2% minimum slope in the direction of drainage and a maximum slope of 5%. The Contractor shall design on site drainage ditches, swales, etc. that reroutes the storm runoff away from the new facilities. Contractor shall submit a drainage plan and calculations for surface drainage, pipe network and subdrain system with design submittal.

Contractor shall comply with the current Managing Stormwater with Low Impact Development requirements:

• Title 42, USC, Chapter 52, Section 17094, Section 438 Energy Independence and Security Act, December 2007.

• Memorandum, Deputy Under Secretary of Defense (Installations and Environment), 19 Jan 10, subject: DoD Implementation of Storm Water Requirements under Section 438 of the Energy Independence and Security Act (EISA).

• Memorandum, Deputy Assistant Secretary of the Army (Installations and Housing), 14 June 10, subject: Sustainable Design and Development Policy Update (Environmental and Energy Performance)

5.10.1.1 Building Site. Grading around and immediately adjacent to the F-35A Hangar 40/42 Additions and AMU shall be directed away from the building. The finished floor elevation of the F-35A Hangar 40/42 Additions and AMU shall match the existing finished floor elevation of the existing Hangar 40 and Hangar 42.

5.10.1.2 Apron Hangar. Grading of the hangar aprons shall be in accordance with the requirements of UFC 3-260-01 and ETL 02-15 Section A1.1.2.1.1.

5.10.1.3 Existing Drainage Features. Existing drainage features at the site shall not be obstructed. Existing drainage features disturbed as part of the construction shall be replaced/restored in kind.

5.11 Earthwork.

5.11.1 General. During construction, minimize disturbed areas, stockpile excavated soils, and protect excavated soils from wind and water erosion. Replace or remove soils when construction is complete.

5.11.2 Excavation. Currently, there is no known contaminant or contaminated soil at the site. If contaminants are encountered or suspected either by detecting suspicious odors or discolored soil, the Contractor shall notify the Contracting Officer immediately.

5.11.2.1 If the Contractor discovers unidentified hazardous conditions after construction commencement, he/she shall notify the Contracting Officer immediately.

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5.11.2.2 The Contractor shall stop construction for up to 3 days to allow time for Hill AFB Environmental Manager to sample and analyze suspected contamination.

5.11.2.3 If the soil is determined to be contaminated, the Contractor shall set the contaminated soil aside on a contained area with plastic lining and an anchoring system to ensure covered material stays covered. The plastic shall be a minimum of 20-mils thick (0.02 inch) and cover the soil pile with a minimum 10-mil thick (0.01 inch) plastic. The contained area shall have a berm around it to prevent water run-on or run-off

5.11.3 Borrow and Disposal Sites. All borrow shall be obtained off base at Contractor expense from an off-site source acceptable to the Contracting Officer. See 5.7.1 above for disposal of material.

5.12 Site Development. The site development for this project shall be as shown on the Site Plan (see sheet C-101 through C-105) and consists of the complete design and construction of the facility, hangar apron, walkways, landscaping and the required utilities.

5.12.1 Standard Details. Site details shall be constructed per the standard details listed in the RFP and Hill Air Force Base Facilities Design Standards.

5.12.2 Pavement Design. The Contractor shall determine the non-airfield pavement design requirements after their geotechnical investigation has been completed. (See Section 6 for Geotechnical Design Requirements.) The Contractor shall complete the geotechnical investigation and provide copies to the Government prior to site design commencement. See Section 01 33 16 for design submittal requirements.

5.12.3 Portland Cement Concrete (PCC) Exterior Slab and Paving. The Contractor shall design and construct PCC slabs and pavements, excluding airfield pavements, after their geotechnical investigation has been completed. (See Section 6 for Geotechnical Design Requirements.) The Contractor shall complete the geotechnical investigation and provide copies to the Government prior to site design commencement. See Section 01 33 16 for design submittal requirements.

5.12.4 Aircraft Apron Parking. Contractor shall provide aircraft ground wells and tie-downs on new apron in accordance with UFC 3-260-01.

5.12.5 Airfield Pavements.

5.12.5.1 Airfield Pavement Design. Airfield pavements include hangar floor and asphalt paved shoulders in addition to hangar access pavements, and shall be provided in accordance with the requirements herein and with all applicable requirements of UFC 3-260-01 and UFC 3-260-02. All airfield rigid pavements including hangar floors shall be designed as Air Force Medium Load airfields in accordance with UFC 3-260-02 Chapter 3 and using the latest USACE PCASE design programs. Hangar access aprons and any other exterior airfield Portland Cement Concrete (PCC) pavements shall also be designed for seasonal frost conditions in accordance with UFC 3-260-02 Chapter 20, including subsurface drainage system. The subsurface drainage system shall include but is not limited to an asphalt-stabilized drainage layer, a separation layer, and a collector drain system (minimum 6-inch slotted/perforated pipe within a minimum 18”x24” gravel pocket) complete with necessary inspection cleanout piping and manholes and piped outlet(s) to the underground storm water system. Rigid pavements for the hangar access apron and the hangar floor shall be designated Traffic Area C. Airfield rigid pavements are generally designed as Plain Concrete Pavements in accordance with UFC 3-260-02 Chapter 12 and shall be provided with crack-control reinforcement (e.g. odd shapes, mismatched joints, and utility penetrations) in accordance with UFC 3-260-02 Chapter 13 paragraph 6. Joints and joint seals shall be provided in accordance with UFC 3-260-02 Chapter 12 and in accordance with the requirements of the applicable UFGS Sections per paragraph 5.12.5.1.4 below. All exterior airfield rigid pavement joints shall include preformed compressions seals, and 1/4” beveled edges for protection against snow plow damage shall be provided unless otherwise requested by Hill AFB BCE. Recommend thickened edge PCC with ¾” expansion joint material at junctures of new access apron pavement and new hangar floor slab with new or existing exterior wall foundation as occurs.

Airfield rigid pavements shall be constructed with PCC having a minimum 90-day flexural strength of 650 psi, which value shall also be used for design regardless if concrete test results indicate a higher value

01 10 10 - 11 Amendment 0006 has or can be achieved. For frost design, use the more economical of “reduced subgrade strength” or “limited subgrade frost penetration” method with a frost group designation F3/F4, and a frost penetration depth of 35 inches. The attached 1977 Foundation Report and Corrosion Report for Aircraft Maintenance Facility did not include site specific test results for subgrade soil support values, and the 2014 Geotechnical Study by Epic Engineering for Hangar 45 (boring logs and lab data attached) did not include plate bearing tests. Therefore, the Government minimum rigid pavement design was based on historical test data indicating a subgrade modulus value of k=165 pci for projects on the west side of the airfield. If the Contractor chooses not to use the Government-provided values of CBR=8 and k=165 pci, the subgrade soil support values for their design shall be determined in accordance with UFC 3-260-02 Chapter 6, paragraph 3 and 4. The minimum pavement thickness designs listed below are provided by the USACE Sacramento District Soil Design Section and shall be verified by the Contractor. The Contracting Officer shall be notified if the Contractor's investigation results and design calculations indicate, in their opinion, that a thicker/stronger pavement section(s) is necessary; however, a thinner pavement section will not be considered by the Government regardless of Contractor testing or analysis results. “Percent of maximum” as used below refers to the minimum required in-place percentage of the laboratory maximum density as determined by ASTM D 1557 (Modified Proctor).

5.12.5.1.1 Hangar Floors (medium load, traffic area C) minimum section shall be 12 inches PCC over 6 inches aggregate base course @ 100 percent of maximum…