Am6_W912PL-16-R-0025.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 2

06 7 April 2016

W912PL

U.S Army Corps of Engineers,Los Angeles Dist CESPL-CT-E, East Region Branch 915 Wilshire Blvd.

Los Angeles, CA 90017

U.S Army Corps of Engineers,Los Angeles Dist CESPL-CT-E, East Region Branch 915 Wilshire Blvd.

Los Angeles, CA 90017

W912PL-16-R-0025

25 Feb 2016

FY16 F35 Aircraft Maintenance Hanger (Squadron 3), Luke Air Force Base, Arizona The following are amended:

* Please review Standard Form 30 Continuation Page for amendment description.

Design-Build F-35 AMU/Aircraft Maintenance Hangar 3 W912PL-16-R-0025 Luke Air Force Base, AZ

TOC-Cont. - 1

Standard Form 30 Continuation Page

FY16 F35 Aircraft Maintenance Hanger (Squadron 3) Review: W912PL-16-R-0025 Amendment 0006

Front-End Add Site Visit Sign In Sheet

Specifications

01 10 10, 7.4.1 – Add “EMCS communication cable shall be CAT 6a.”

01 10 10, 8.3.8 – Revised to clarify smart meter communication shall be via RF transmission.

01 10 10, 8.3.22 – Delete Bridge Crane Option. Not required under this contract.

01 10 10, 8.3.51 – Delete. Correct requirement is included under 8.3.17.

01 10 10, 8.5.1 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.3 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.4 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.5 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.6 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.8 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.10 – Change CAT 6 to CAT 6a.

01 10 10, 8.5.11.2 (d) – Add “EMCS communication cable shall be CAT 6a.”

01 10 10, 8.5.18 – Change CAT 6 to CAT 6a.

01 10 10, 5.4.6.3 – Add “All downspouts shall connect to the storm drain system.”

01 10 10, 6.12.7.2 – Revised section to clarify that all downspouts shall be connected to the storm drain.

Design-Build F-35 AMU/Aircraft Maintenance Hangar 3 W912PL-16-R-0025 Luke Air Force Base, AZ

TOC-Cont. - 2

01 10 12, 1.13.2.1 – Add “The completion time stated in Section 00 73 00 SUPPLEMENTARY CONDITIONS, 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF THE WORK, includes 21 calendar days for Government review of the 60% and 100% design submittals and 14 calendar days for the corrected final design submittal review.

F-35 Aircraft Maintenance Hangar 3

Luke Air Force Base, Arizona

W912PL-16-R-0025

Amendment No. 0006

SECTION 01 10 10 Page 1

SECTION 01 10 10

DESIGN REQUIREMENTS

PART 1 PROJECT DESCRIPTION

1.1 GENERAL

This Request for Proposal (RFP) provides for the design and construction of the FY16 F-35 Aircraft Maintenance Hangar for Squadron 3 at Luke Air Force

Base (LAFB) in Glendale, Arizona. One new 2,828 total square meters (30,439 square feet) maintenance facility is required to support the beddown of the

Joint Strike Fighter (JSF) F-35 aircraft. The facility features a single bay, six-position aircraft maintenance hangar for F-35A aircraft. Other spaces include a toilet room and janitor closet. Additionally, there are the typical mechanical, electrical, fire protection and communications equipment rooms. Because of the unique requirements for maintenance of the F-35, there are specialty aircraft utilities; this includes aircraft cooling units serving each of the six positions. Also included are recessed power and air combination pits serving each aircraft parking position.

Sitework includes aircraft access aprons, sidewalks and paving for the HVAC equipment. Utility runs are located in the proximity of the site and shall be brought to the new facility.

Bid Options include the following:

a. Option 1: Compressed Air Distribution System, Complete.

b. Option 2: Aircraft Cooling Units, Air Distribution Piping &

Flexible Hoses, Complete.

c. Option 3: 5-Coat Epoxy Hangar Bay Flooring System, Complete.

d. Option 4: Storm Drain Demolition and Improvement.

e. Option 5: Custom Pre-weathered Steel Mechanical Enclosure.

f. Option 6: Custom Powder Coated Steel Mechanical Enclosure.

PART 2 DESIGN SUBMITTAL REQUIREMENTS

See Section 01 10 12 DESIGN AFTER AWARD.

2.1 STANDARDS, DOCUMENTS, AND CRITERIA

The design requirements within Section 01 10 10 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, and shall be the most current version. 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.

W912PL-16-R-0025

Amendment No. 0006

SECTION 01 10 10 Page 2

2.2 DESIGN STANDARDS

Equipment, hardware, and materials shall be standard manufactured 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. The order of design criteria precedence described in Section 01 10 12 DESIGN AFTER AWARD shall govern the design and construction of this facility.

2.3 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 with the listed specifications. The building will be of a noncombustible construction classification. Wood structural elements will not be acceptable.

2.4 DRAWINGS

Attached drawings provide information on the site layout and shall be used in the design of the facility. All of the drawings are available in electronic file format (AutoCAD).

2.4.1 Field Information

The utility information provided in the drawings is the best information available. It is provided to assist the Offeror during the design of this project. The Offeror is responsible for field verifying all information given.

The Offeror is also responsible for obtaining all information necessary to properly design and install all work.

Gathering information during design shall be coordinated through the

Contracting Officer. Any survey required to provide utility locations, manhole inverts, verification of existing features, etc., shall be the responsibility of the Contractor and shall tie into the project datum.

The cost to re-stake any items shall be at the expense of the

Contractor.

2.4.2 Design Details and Standards

The Offeror shall provide a design and construction package that uses the design details given or referenced in this RFP. Additional details shall be created by the Offeror as required, but shall conform to the requirements of this RFP and are subject to approval by Government.

2.5 SPECIFICATIONS

The Offeror shall provide a design and construction package which uses the specifications provided in Volume I of this RFP, and in accordance with

Specifications Guidance in the Appendix. See Section 01 10 12 for additional information concerning allowable specifications. If any additional specifications are required, the Offeror shall identify the need in writing to the Contracting Officer and Government will provide the necessary specifications in electronic guide form. The Offeror shall write specifications for items not identified in the Government’s specification.

The Offeror shall edit the guide specifications, but edits shall conform to the specific minimum standard requirements of this RFP and are subject to approval by the Government.

SECTION 01 10 10 Page 3

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Amendment No. 0006

2.6 SUSTAINABLE DESIGN REQUIREMENTS

Pursuant to UFC 1-200-02 High Performance and Sustainable Building

Requirements (1 March 2013) and the Air Force Sustainable Design and

Development (SDD) Policy (updated 2 June 2011), the facility shall be designed and constructed to achieve LEED Silver certification, achieving a minimum of 50 points through the LEED-NC 2009 Green Building Rating System.

Federal sustainability policies emphasize the importance of sustainable development in the built environment through the planning, design, construction, and operation of facilities. Such policies were enacted to reduce environmental impact, optimize performance, lower energy and operating costs, conserve resources and increase occupant satisfaction and productivity through improved health and well-being. The successful Offeror shall be required to document compliance by completing the Air Force MILCON

Sustainability Requirements Scoresheet and Energy + Sustainability Record

Card (see Appendix T) at each design submittal, with final documentation provided at project completion. A minimum of 20 LEED Energy and Water as defined by the Air Force MILCON Sustainability Requirements Scoresheet (see

Appendix T) credits shall be achieved. The LEED-NC 2009 Checklist (see

Appendix T) provides reasonable credits for this project to achieve LEED

Silver certification, earning a minimum of 50 points. The successful Offeror shall be required to document and submit all design and construction documents IAW the USGBC process using the credit templates provided on the

USGBC website. See Section 01 33 29 LEED DOCUMENTATION. The Government has registered the project and will grant administrator-rights to the successful

Offeror for completion of credit templates.

PART 3 CIVIL DESIGN

3.1 GENERAL

The project consists of the design and construction of an Aircraft

Maintenance Hangar 3 and all site preparations. See Appendices for Project

Location and Haul Route Map, Existing Site Plan, Conceptual Site Plan and

Survey Data for site specific details.

3.2 RFP TECHNICAL DOCUMENTS

These RFP documents define the functional requirements of the project. It is the Contractor’s responsibility to further develop the design, to prepare a proposal, and to provide a complete and useable facility.

The RFP drawings and specifications should be used as complementary documents. The requirements are intended to complement one another and should not be viewed as independent requirements that exclude or contradict the design as a whole.

The technical requirements in this RFP are the minimum standards for quality of construction and materials. The drawings and specifications are intended to allow the Contractor to choose from a range of acceptable alternatives.

The Design-Build (D-B) Contractor shall prepare drawings and specifications as required in Section 01 10 12 DESIGN AFTER AWARD.

3.3 TECHNICAL CRITERIA AND STANDARDS

SECTION 01 10 10 Page 4

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Amendment No. 0006

Design shall be in accordance with (but not limited to) the following criteria. If conflicting information is encountered the most stringent criteria shall take precedence. The latest editions in effect as of the date of this Request for Proposal are to be used. If any editions listed elsewhere in this RFP conflict with the most current edition, then the most current edition shall take precedence.

a. AFI 31-101, Integrated Defense.

b. AFI 32-1042, Standards for Marking Airfields.

c. AFI 91-203, Air Force Consolidated Occupational Safety Instruction.

d. American Association of State and Highway Transportation Officials

(AASHTO), A Policy on Geometric Design of Highways and Streets.

e. AZ DOT Standard Specifications for Road and Bridge Construction.

f. Department of Defense Policy for Adoption of Architectural Barriers

Act (ABA) Guidelines for Accessibility.

g. EM 200-1-3, Requirements for the Preparation of Sampling and

Analysis Plans.

h. EM 1110-2-1906, Engineering and Design, Laboratory Soils Testing, 30

November 1970, updated 20 August 86.

i. EM 1110-1-1005, Engineering and Design-Control and Topographic

Surveying.

j. EM 1110-1-1804, Engineering and Design, Geotechnical Investigations, 1 January 2001.

k. EM 1110-1-8156, Policies, Guidance and Requirements for Geospatial

Data and Systems.

l. Environmental Protection Agency (EPA) 841-B-09-001, Technical

Guidance on Implementing the Stormwater Runoff Requirements for

Federal Projects under Section 438 of the Energy Independence and

Security Act (EISA).

m. ETL 02-15, Fire Protection Engineering Criteria - New Aircraft

Facilities.

n. ETL 04-2, Standard Airfield Pavement Marking Schemes.

o. Federal Aviation Administration (FAA) Advisory Circular (AC)

70/7460-1K, Obstruction Marking and Lighting.

p. Federal Highway Administration (FHWA) Manual of Uniform Traffic

Control Devices (MUTCD).

SECTION 01 10 10 Page 5

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Amendment No. 0006

q. IES-RP-14-1987, IES Recommended Practice for Airport Service Area

Lighting.

r. Luke Air Force Base Architectural Compatibility Guide.

s. Luke Air Force Base Landscape Design & Maintenance Guide.

t. Maricopa Association of Governments (MAG), Drainage Design

Standards.

u. Maricopa Association of Governments (MAG), Pavement Marking Manual.

v. Maricopa Association of Governments (MAG), Roadway Design Manual.

w. Maricopa Association of Governments (MAG), Uniform Standard Details for Public Works Construction.

x. Maricopa Association of Governments (MAG), Uniform Standard

Specifications for Public Works Construction.

y. Maricopa County DOT Roadway Design Manual.

z. National Fire Protection Association (NFPA) Codes and Standards - As referenced throughout the specifications and other referenced codes, technical criteria and standards.

aa. National Pollutant Discharge Elimination System (NPDES) for

Construction Activities.

bb. UFC 1-200-01, General Building Requirements, including all Core UFCs as listed in Paragraph 3-2.1.

cc. UFC 3-220-04FA, Backfill for Subsurface Structures.

dd. UFC 3-220-08FA, Engineering Use of Geotextiles.

ee. UFC 3-230-06A, Subsurface Drainage.

ff. UFC 3-250-01FA, Pavement Design for Roads, Streets, Walks, and Open

Storage Areas.

gg. UFC 3-250-03, Standard Practice Manual for Flexible Pavements.

hh. UFC 3-250-04, Standard Practice for Concrete Pavements.

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

jj. UFC 3-250-07, Standard Practice for Pavement Recycling.

SECTION 01 10 10 Page 6

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Amendment No. 0006

kk. UFC 3-250-08FA, Standard Practice for Sealing Joints And Cracks in

Rigid and Flexible Pavements.

ll. UFC 3-250-11, Soil Stabilization for Pavements.

mm. UFC 3-260-01, Airfield and Heliport Planning and Design.

nn. UFC 3-260-02, Pavement Design for Airfields.

oo. UFC 3-260-17, Dust Control for Roads, Airfields and Adjacent Areas.

pp. UFC 3-270-01, Asphalt Maintenance and Repair.

qq. UFC 3-270-02, Asphalt Crack Repair.

rr. UFC 3-270-03, Concrete Crack and Partial-Depth Spall Repair.

ss. UFC 3-270-04, Concrete Repair.

tt. UFC 3-535-01, Design Standards for Visual Air Navigation Facilities.

uu. UFC 4-021-01, Design and O&M: Mass Notification Systems.

vv. UFC 4-020-01, DoD Security Engineering Facilities Planning Manual.

ww. UFC 4-022-01, Security Engineering: Entry Control Facilities

/Access Control Points.

xx. UFC 4-022-02, Selection and Application of Vehicle Barriers.

yy. UFC 4-022-03, Security Fences and Gates.

zz. UFC 4-030-01, Sustainable Development.

aaa. USAF, Landscape Design Guide.

bbb. U.S. Armed Forces Pest Management Board (AFPMB) Standard Pesticides

List Available to DoD Components and Agencies.

ccc. U.S. Army Corps of Engineers, Southwestern Division, Architectural and Engineering Instructions Manual (CESWD-AEIM).

ddd. U.S. Green Building (USGBC) LEED Reference Guide for Green Building

Design and Construction.

eee. ETL 02-12 Communications and Information System Criteria for Air

Force Facilities.

fff. AETC First 400 Feet Standard Guidance with Luke Supplement.

3.4 PROJECT SITE

SECTION 01 10 10 Page 7

Luke Air Force Base, Arizona

W912PL-16-R-0025

Amendment No. 0006

The location of the Aircraft Maintenance Hangar 3 is part of the overall

Joint Strike Fighter (JSF) Program complex at Luke Air Force Base. The proposed facility will be located on the south side of the airfield apron, adjacent to the flight line, and adjacent to existing Buildings 920, 926, and the new Squadron Operations/Aircraft Maintenance Unit (AMU) 3.

3.5 PROJECT SITE TOPOGRAPHIC AND GEOPHYSICAL SURVEY

The Contractor shall use Government-supplied topographic and geophysical survey data in the preparation of their proposal. Engineering field surveys have been performed and data are available to the Contractor. Field survey data information was gathered by topographical and geophysical surveys performed in June 2015. The initial survey was developed using Arizona

Central Zone State Plane Coordinate System. The horizontal and vertical control reference data are NAD1983 (CONUS) and NAVD1988 respectively. Below grade utility data was obtained from best-available record drawings.

Existing survey data is provided in Appendices H and I.

The topographical and geophysical survey information provided by the

Government shall be verified by the D-B Contractor during the design phase by on-site inspection and additional surveys and/or testing by the Contractor for verification of existing information. Any errors or unforeseen conditions identified shall be brought to the attention of the Contracting

Officer immediately for resolution and direction. The Contractor shall take all professionally prudent and reasonable actions to verify the accuracy of the data provided. During design and construction, the Contractor shall be responsible for obtaining additional data necessary for the execution of this project. The Contractor shall update the Government-supplied engineering surveys to include any changes that have occurred since the Government-supplied survey was completed. The updates shall include any changes within the site or project-related, off-site utility corridors. This survey update work shall be in accordance with EM 1110-1-1005. The updated survey shall be submitted to and approved by the Contracting Officer prior to commencement of grading and/or trenching activities.

3.5.1 Survey Monuments

The Contractor shall use existing Government-supplied permanent surveying monuments, if available, for construction staking. The Contractor shall provide copies of field notes for differential level loops from four horizontal control points within second order surveying tolerances. The

Contractor shall immediately notify the Contracting Officer of any discrepancies found in either the horizontal or vertical control elevations/coordinates. Government-supplied monuments shall be protected by the Contractor throughout the life of the project. Government-supplied monuments disturbed by the Contractor shall be reset to second order surveying tolerances and subject to the Contracting Officer's approval at the

Contractor's expense. Resetting of these monuments shall be in accordance with EM 1110-1-1005 and EM 1110-1-1002. The Contractor shall provide secondary control as necessary to accomplish construction staking and as-built drawings for the project site and all project related, off-site utilities. Secondary Control shall be accomplished within second order surveying tolerances and shall be in accordance with EM 1110-1-1005 and EM

1110-1-1002.

3.5.2 Contractor-Provided Surveys and Investigations

SECTION 01 10 10 Page 8

Luke Air Force Base, Arizona

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Amendment No. 0006

The results of all Contractor surveys, investigations, and evaluations shall be presented to the Government as part of the Contractor-Furnished Design

Analysis in conformance with Section 01 10 12, DESIGN AFTER AWARD.

3.6 EXISTING CONDITIONS

3.6.1 Existing Condition Information

The locations of structures and underground utilities as indicated have been obtained from existing records and field surveys. Underground structures and utilities may be present which are not documented or located.

3.6.2 Site Inspection

The Contractor is responsible for making the necessary site visits during the

Proposal and Design phases to assess existing conditions and to obtain all detailed information that is required to develop a Proposal and Design.

3.6.3 Existing As-Built Drawing and Specification

The Government will furnish available “as-built” documents pertinent to the facilities involved in the project. Such documents, however, may not show existing conditions correctly. It is the responsibility of the Contractor to verify the accuracy of existing “as-built” documents and obtain all other data as required to assure the complete and proper design and construction of the project.

3.6.4 Field Verification

The Contractor shall field-check all existing conditions and be thoroughly familiar with the site before any work commences. Any discrepancies in the drawings shall be immediately reported to the contracting officer before any further work commences. It shall be the Contractor’s responsibility to field-verify existing structures, utilities, and survey information, and to take necessary precautions during demolition and construction. Contractor shall verify existence and mark locations of all utilities, including service connections to underground utilities, prior to beginning work. Contractor shall contact the Contracting Officer and all associated utility companies and agencies to identify the location of utilities. There is no guarantee, either expressed or implied, that the locations, size and type of material of existing underground utilities indicated are representative of those to be encountered during construction.

3.6.5 Unexpected Structure and Utility Interferences

Prior to construction, the Contractor shall notify the Contracting Officer of operational plans. In the event an unexpected utility or structure interference or conflict is encountered during construction, the Contractor shall immediately notify the Contracting Officer. Any utility services or structures disturbed by the Contractor's operations shall be restored immediately at Contractor’s expense to the satisfaction of the owner.

3.6.6 Existing Structure Protection

SECTION 01 10 10 Page 9

Luke Air Force Base, Arizona

W912PL-16-R-0025

Amendment No. 0006

The Contractor is responsible for protecting items not to be damaged during demolition and construction. The Contractor shall repair or replace damaged or disturbed items to the satisfaction of the Contracting Officer.

3.6.7 Existing Site Restoration

All areas disturbed by construction activities that do not include permanent site features shall be restored to their pre-existing conditions to the satisfaction of the Contracting Officer.

3.7 CONTRACTOR ACCESS AND STAGING

3.7.1 Construction Limits

Contractor shall restrict all operations to areas within the construction limits unless coordinated otherwise with the Contracting Officer.

3.7.2 Staging Area

Contractor is responsible for establishing a staging and stockpile area for materials and equipment. Location of staging shall be as illustrated on the conceptual project drawings in Appendix R and is subject to change at the direction of the Contracting Officer and may change based on operational requirements of the Base. When not engaged in construction activities, all

Contractor equipment shall be parked in the staging area. Contractor employee parking shall be located in the staging area.

3.7.3 Base Access

All Contractor vehicles and personnel are subject to search by security when entering the base and may experience delays. All personnel Base access shall be approved by Security Forces, and all personnel must have a current and valid photo identification per Base security requirements, and all vehicles must have current and valid registration and insurance. All Contractor vehicles and personnel shall be responsible for coordinating with the Base security office in obtaining proper security clearance and badging to provide their own escorting.

3.7.4 Traffic Control

Prior to construction, Contractor shall cordon off the construction work area and associated roadways and airfield areas by using barricades approved by the Contracting Officer.

3.7.5 Haul Routes

If the existing Base roadway system is used for hauling or access, the

Contractor shall maintain the roads under use in a clean condition by power-brooming or other methods to the satisfaction of Luke Airfield Management.

If hauling occurs along a route across earth surfaces, with or without turf, any dust that is generated by the hauling operation shall be mitigated by watering or other approved methods to the satisfaction of the Contracting

Officer.

3.7.6 FOD Control

SECTION 01 10 10 Page 10

Luke Air Force Base, Arizona

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Amendment No. 0006

Waste and loose material on pavements open to aircraft operations can cause damage to aircraft landing gear, propellers, or engines (foreign object damage FOD). If material hauling to and from the construction site occurs adjacent to an active airfield pavement, the haul route shall be continuously cleaned by vacuum brooming during hauling operations to keep the pavement clean. Except for pavement removal on the north side of the site and connection of the new hangar access aprons to the existing apron, the

Contractor will not have access to and shall not haul across active airfield pavement.

Contractor shall attend any Base-mandated vehicle operator or foreign object debris/damage (FOD) control training course.

3.7.7 Emergency Access

Contractor shall coordinate activities and maintain all access and haul routes in a manner that allows unobstructed emergency access to all project areas, airfield areas, and existing roadways at all times without delay to emergency and security vehicle response time. If any emergency routes require closure due to construction activities, Contractor shall notify the contracting officer’s representative, security, local fire authority, and all other emergency services of the closure.

3.7.8 Unsatisfactory Cleaning

If the airfield and roadway cleaning is considered inadequate by the

Contracting Officer or Airfield Management, the Contracting Officer may stop construction operations until any cleaning deficiencies are corrected.

3.7.9 Existing Facility Access During Demolition

Access to existing Buildings 913, 926, and the Squadron Operations/AMU 3 will need to be maintained during demolition and construction operations.

3.8 PHASING

The Contractor-developed drawings shall show all aspects of the construction phasing which shall be included with the first design submittal.

The Contractor shall prepare a construction phasing plan meeting all the RFP requirements and additional phasing requirements of Attachment B14 in UFC 3-

260-01. The Contractor Phasing Plan shall be included in the first design submittal.

The construction schedule developed by the Contractor shall include a minimum of 48 hours between phases to allow the Base to adjust traffic operations.

The Contractor shall coordinate all work adjacent to aircraft apron, including all temporary and/or permanent relocation of existing flightline barriers, with Contracting Officer and Airfield Management.

3.9 NOTICE OF CONSTRUCTION

3.9.1 Temporary Airfield Construction Waiver

SECTION 01 10 10 Page 11

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Amendment No. 0006

A temporary airfield construction waiver shall be submitted to the Base

Community Planner a minimum of 45 days prior to construction or any other survey work needed. The following information is required and shall be submitted to the Base Community Planner to process the waiver:

a. Description of the project.

b. Site drawing of construction.

c. Start and completion date for construction.

d. What equipment the Contractor will be using on site.

e. Highest structure (facility or equipment) on site. The exact latitude - longitude and ground elevation needs to be provided to determine possible airspace and/or TERPS violations.

f. Days and daily hours of construction.

g. Number of people working on site.

h. Name of person or unit who will be monitoring the Contractor.

i. Using organization affected by project.

The 45 day minimum requirement starts when all of the required items listed above are submitted to the Base Community Planner.

Construction cannot begin without approval of the temporary airfield construction waiver.

3.9.2 FAA Form 7460-1 Notice of Proposed Construction or Alteration

The Contractor shall be responsible for preparing and submitting Form 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION, to the Federal Aviation

Administration (FAA) for any permanent or temporary structure, including temporary construction cranes, the final facility location, and the final high mast ramp light location. The Form 7460-1 shall be submitted to the

Base Community Planner a minimum of 45 days prior to construction.

Construction cannot begin without approval of the Form 7460-1. FAA Forms

7460-1 may be submitted online at https://oeaaa.faa.gov/oeaaa/external/portal.jsp.

Copies of all FAA 7460-1 submittals and determination letters shall be provided by the Contractor to the Contracting Officer and Community Planner.

3.9.3 Temporary Construction Cranes

All proposed use of cranes during construction shall be coordinated with

Airfield Management and the Base Community Planner, in addition to the required submittal of the FAA Form 7460-1.

3.9.4 High Mast Ramp Light Location

The Squadron Operations/AMU 3 Facility project scope included the installation of a relocated high mast apron light located in the Hangar 3

SECTION 01 10 10 Page 12

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Amendment No. 0006 project area. The location of the new facility shall consider this existing ramp light location so as to avoid conflict and relocation.

The project may require the removal of aexisting high mast apron light located north of Building 920 and in the area that high mast apron light located north of Building 920 and in the area that will be occupied by the proposed Hangar 3 shall be removed. Relocation of the light may not be required depending on light levels of the apron resulting from the new

Squadron Operations/AMU 3 high mast apron light. The Contractor shall confirm if relocation of this light is needed, or if additional lighting from the hangar face onto the apron will be required.The existing high mast apron light installed as part of the Squadron Operations/AMU #3 project shall be maintained.

3.9.5 Notices to Airmen (NOTAM)

Only Airfield Management can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent, restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen

(NOTAM) system. NOTAMS are submitted to the FAA by Airfield Management. It is the responsibility of the Contractor to coordinate with the Contracting

Officer for the issuance of NOTAMs during construction. The Contractor shall provide the necessary information at least 72 hours before occurrence of the event that requires the NOTAM.

3.10 SECURITY AND OPERATIONAL SAFETY

The Contractor shall prepare a security/safety program that includes the preparation and monitoring of site security and operational safety. The plan shall be submitted with the first design submittal. The plan shall include detailed procedures for controlling access to the project site through the use of gate guards, ID badge, entry access lists, and/or other measures as required by the Base. The Contractor shall become acquainted with all the required security measures of the Base during the proposal phase.

3.10.1 Safety and Health Requirements

Contract specifications must reference the USACE EM-385-1-1, Safety and

Health Requirements Manual, and NFPA 241, Safeguarding Construction, Alteration, and Demolition Operations.

3.10.2 Design Phase Safety

The Contractor shall submit airfield access requirements of design personnel at the Pre-Design Conference. The safety requirements and procedures for design personnel access to the project site will be established at the Pre-

Design Conference. It is the Contractor’s responsibility to ensure that design personnel are familiar with and follow airfield safety procedures.

3.10.3 Operational Safety Plan

The Contractor shall prepare an operational safety plan that addresses the requirements and safety considerations of Section 14 of UFC 3-260-01.

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The plan shall address operational safety during each project phase and subphase identified in the Phasing Plan. The operational safety plan shall be submitted with the first design submittal.

3.11 DEMOLITION

Refer to the conceptual project drawings provided in Appendix R for additional information regarding the projects demolition scope.

3.11.1 Facility Demolition

The northern portion of Building 920 and all associated building slabs, foundations, footings, and supporting site and utility facilities, shall be removed in their entirety as shown on the conceptual project drawings provided in Appendix R.

The northern low bay portion of Building 920 shall be demolished and removed in its entirety to accommodate the new facility, but the southern high bay portion of Building 920 shall remain. The existing asphalt access drive on the northeast corner of Building 920 shall be removed up to the eastern roll up door of the southern high bay portion of Building 920 that will remain.

The existing flightline access road north of the proposed facility shall be demolished to accommodate the installation of new aircraft-rated concrete pavement for the hangar access aprons.

Existing Comm copper and fiber main point of entry (POE) cables along with external wireless equipment must be relocated from North side of B920 which is to be demolished to the South side of B920. Main POE cables shall be relocated into newly constructed Comm Room on South side of B920; Comm Room construction is part of other project. Wireless equipment shall be relocated to highest point on North side of remaining portion of B920.

3.11.2 Site Demolition

A vacuum sweeper shall be used daily to remove any sediment and other contaminants adjacent to the construction sites due to demolition operations.

Holes or depressions in the ground resulting from demolition operations shall be filled with satisfactory materials and graded to drain. Any trees removed by this project will need to be replaced on site or at another location on

Base designated by the Contracting Officer. The species and desired location of tree plantings shall be coordinated with the Contracting Officer. Items to remain, which are damaged by the Contractor during the construction process, shall be replaced or repaired in kind at the Contractor’s expense.

The Contractor shall coordinate the relocation of any Government-owned equipment with the Contracting Officer. Specific pieces of equipment that have been identified in advance as equipment to be salvaged and returned to the Government are detailed in Appendix X of this RFP. All salvage equipment shall be delivered to the Base Civil Engineering salvage yard located at

Building 339 or at a location as directed by the Contracting Officer.

3.11.3 Concrete Pavement Demolition

Concrete pavement, including aggregate base and drainage courses, shall be demolished and removed in their entirety where required for the proposed building footprint and associated site features. It shall be the responsibility of the Contractor to determine the exact thickness of existing

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Appendix J of this RFP. The concrete pavement shall be removed to the nearest existing pavement joint to the greatest extent possible to prevent partial panel removal. Existing concrete airfield pavement that is to be removed adjacent to concrete airfield pavement that is to remain shall be removed by the double sawcut method to ensure that the pavement to remain isn't damaged. All concrete pavements that shall be demolished that do not contain rebar shall be delivered to a local recycler. Documentation identifying the quantity of concrete recycled shall be provided by the

Contractor to the Base and Contracting Officer, and the weight of concrete delivered for recycling shall be reported to the Base Environmental Office.

Existing airfield pavement shall be removed as required to accommodate the new hangar access apron and associated slop.

3.11.4 Asphalt Pavement Demolition

Asphalt pavement, including aggregate base and drainage courses, shall be demolished and removed in their entirety where required for the proposed building footprint and associated site and utility features. It shall be the responsibility of the Contractor to determine the exact thickness of existing pavement requiring demolition. Known pavement thicknesses can be found in

Appendix J of this RFP.

Edges of pavement to be matched with new pavement shall be sawcut full depth.

The existing surface course shall be cut and removed six (6) inches back from the full depth cut to provide a step joint. Pavements to be removed to a line that will become a permanent pavement edge shall be cut full depth through all bituminous layers. If, due to the Contractor’s operations, any surfaces or pavements to remain are damaged, they shall be repaired as directed at no additional cost to the Government.

3.11.5 Miscellaneous Site Demolition

Existing pavements, building slabs, foundations, footings, and miscellaneous site supporting facilities shall be removed in their entirety to the maximum extent possible throughout the construction site to minimize interference with the installation of the proposed new foundations, footings, utilities, and pavement sections.

Existing airfield pavement markings shall be removed as required to accommodate the new hangar access apron and associated pavement markings.

Although not anticipated, special handling and consideration will be required by the Contractor for structures and soils thought to contain contaminants or hazardous materials, including the areas associated with the existing hazardous material storage containers. The Contractor shall assume that the

Government will have been the generator of any existing hazardous waste discovered at the Site.

3.11.6 Disposal of Demolition Debris

Demolition debris should be recycled to the maximum extent practical. All debris that is not recycled shall be disposed of at a site provided by the

Contractor off Base. A construction and demolition waste management plan is required.

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3.12 ENVIRONMENTAL

3.12.1 Contaminated Soil

If contaminated soil is found during construction, it will be handled and disposed of in accordance with all applicable Federal, State and local government laws and regulations. A list of sites to be used for disposal must be submitted to the Contracting Officer. In case of fuel/chemical spills that do damage and/or enter the sewers, the spills must be reported to the Base Fire Department.

Excavation encountering contaminated soil, based on field screening, will not be enlarged to remove contamination beyond the proposed excavation dimensions. The suspect soil left in place at these locations must be sampled for chemical laboratory analysis. A representative soil sample will be taken from the bottom of the excavation where suspected contamination is left in place. For areas encountering apparent contamination for more than

20 linear feet of excavation, a representative sample will be taken from the excavation bottom for every 20 feet. Appropriate decontamination procedures will be performed between each individual sampling episode to prevent cross contamination of the individual samples. Appropriate sample containers and preservation techniques will be used to assure quality chemical data.

Appropriate chain-of-custody documentation will accompany laboratory samples.

A sampling and analysis plan will be prepared in accordance with EM 200-1-3 that details the proposed sampling procedure. Contaminated locations will be located in the field by a professional surveyor and clearly documented on the as-built drawings so they can be revisited in the future.

Contaminated soils found during excavation of soils must be segregated from clean soil, consolidated, and tested for disposal. All soil suspected of being contaminated will be placed on a minimum of 6-mil plastic (or equivalent), and covered by a minimum of 6-mil plastic. Measures should be taken to prevent any surface runoff from entering the stockpile, or washing away the excavated materials. These measures should include constructing an earthen berm or placing straw bales around the perimeter of the stockpile to prevent contamination of the surrounding surfaces. The Contractor will utilize separate stockpiles for contaminated and clean soil storage.

Stockpiles of suspected contaminated materials shall be completely covered with the appropriate plastic at all times and secured accordingly.

Parameters and specifications for testing will be dictated by the disposal facility.

For estimation purposes, the Contractor is not required to assume any contamination in their base bid proposal. When any suspect contamination is identified, the Contractor shall notify the Contracting Officer immediately.

3.12.2 Asbestos Removal

Asbestos-containing materials are anticipated to be found within the facilities requiring demolition, including Building 920. Asbestos abatement will be required prior to demolition. Extents and locations of asbestos-containing material and lead in the existing buildings is included in

Appendix Y.

3.12.3 Spills

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Any spill that threatens or enters the sewer system should be reported immediately to the Fire Department. These spills can be categorized in two

(2) groups: hazardous chemicals and other materials (e.g., paint, tar). The other materials, as well as the hazardous materials, may have potential negative impact to the environment, as well, specifically to the storm water system. Any type of spill shall be reported to the Fire Department.

3.13 SITE DEVELOPMENT

Refer to the conceptual project drawings provided in Appendix R for additional information regarding the projects site development scope.

3.13.1 Proposed Site Layout

The location of the proposed facility currently consists of existing buildings, asphalt and concrete parking, concrete sidewalks, and asphalt roadways. The proposed facility will be bounded by the flight line to the north, Building 913 to the west, Building 920 to the south, and the Squadron

Operations/AMU 3 to the east. The minimum separation between hangars and other buildings shall be 40 feet in accordance with ETL 02-15. Reductions in this distance must conform to the IBC as detailed in ETL 02-15.

The aircraft pavement access to the north of the facility shall be defined as hangar access aprons according to the definition provided in UFC 3-260-01.

The configuration, grades, slopes, imaginary surfaces, and aircraft clearances for airfield facilities and pavements shall meet the requirements of the RFP drawings, these specifications, conceptual design analysis, and

UFC 3-260-01, Airfield and Heliport Planning and Design. Minimum wingtip clearances and minimum/maximum slopes as defined for hangar access aprons shall be met for the hangar access aprons.

The Contractor shall be responsible for coordinating any relocation of flightline security cameras that are impacted by the position of the Facility with Base Security Forces personnel. Contractor shall be responsible for relocating B920 existing Comm copper and fiber point of entry cables along with external wireless equipment from North side of building to South side.

3.13.2 Buildings and Structures

Location and construction of the new facility, including associated structures, roads, parking, utilities and landscaping, shall be as indicated on the drawings and as specified herein. However, the exact location may be revised slightly by the Contractor as needed to accommodate the final project layout. Due to the critical nature of the siting for this facility type, all site layout changes shall be subject to approval by the Government.

Government supplied site plans are provided to assist the Contractor in the preparation of their proposal and design. Any errors identified shall be brought to the attention of the Contracting Officer immediately for resolution and direction. The Contractor shall take all professionally prudent and reasonable actions to verify the accuracy of the data provided.

The Contractor shall be responsible for final site plans. Communications as-builts shall be surveyed in accordance with AETC First 400 Feet Guidance with

Luke Supplement and data given to Base Comm squadron.

3.13.3 Antiterrorism-Force Protection

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The aircraft maintenance bay portion of the facility shall be considered low-occupancy, and is exempt from AT/FP standoff requirements specified in UFC 4-

010-01, provided that it is structurally isolated from the any inhabited portions or analysis demonstrates that collapse of the maintenance bay will not result in collapse of the any inhabited portions. Additional threat mitigation features are not anticipated to be required that would otherwise be required by UFC 4-010-01.

3.13.4 Site Hardscaping

At least 50 percent of the site hardscape shall be provided with a combination of paving materials with a minimum initial solar reflectance index (SRI) of 29 and open graded (uniform-sized) aggregate or rock. A default SRI value of 35 for new concrete pavement without added color pigment is allowed to be used instead of measurements for concrete pavement materials.

3.13.5 Access Drives

Existing access drives and parking areas around the facility shall be maintained to the maximum extent practicable. A paved service drive shall be located on the south side of the facility between the new facility and

Building 920, and shall be a minimum width of 20 feet. New access roads shall be constructed with asphalt pavement and concrete curb and gutter.

3.13.6 Pavement Markings

Airfield centerline and apron edge pavement markings shall be provided in accordance with UFC criteria. Restricted area markings shall be provided outside the hangar doors and along the existing flightline barrier line in accordance with AFI and UFC requirements. Roadway pavement markings shall be designed in accordance with MUTCD Manual on Uniform Traffic Control Devices for Streets and Highways. Parking areas shall be striped with 4-inch wide white non-reflectorized paint. All airfield markings shall be coordinated with Airfield Management.

3.13.7 Flightline Security Barriers and Entry Control Points

Existing jersey barriers are located along the flightline access road to provide flight line security standoff and shall be maintained in their current location and condition. Any changes required to the jersey barrier locations as a result of this project shall be coordinated by the Contracting

Officer and performed by the Base. A minimum 30-foot clear zone shall be provided on either side of the flightline jersey barriers at all times for…