01. SOW - Apron E Mooring and Striping R4.pdf

DESIGN/BUILD STATEMENT OF WORK

Mooring Points/Grounding for C-130/AC-130J, Re-striping, and Relocate CV22 Mattress Tie Downs

MHMV 220014

19 April 2023

KIRTLAND AIR FORCE BASE, NEW MEXICO

TABLE OF CONTENTS

1. GENERAL PROJECT INFORMATION

2. SCOPE REQUIREMENTS

3. DESIGN BUILD (DB) REQUIREMENTS

4. DRAWING AND SPECIFICATION STANDARDS

5. GENERAL CONSTRUCTION INFORMATION

Mooring Points/Grounding for C-130/AC-130J, Re-striping, and Relocate CV22 Mattress Tie Downs

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1. GENERAL PROJECT INFORMATION

1.1. Design-Build (D-B) Delivery

This Statement of Work (SOW) identifies the design and construction services required to complete the project. The drawings & specifications produced shall describe the facility to be constructed in accordance with the requirements referenced herein. This is a D-B SOW. Many specialty disciplines are required to successfully complete this D-B project. It is the D-B Prime Contractor’s responsibility to provide the necessary staff and skills to successfully complete the project.

1.2. Existing Site Conditions

Apron E is an existing concrete paved aircraft parking apron with spaces for several types of aircraft, including various helicopters, CV-22s and C-130s. Due to incoming mission requirements, a portion of the VC-22 parking is to be redesignated as C-130 parking. This redesignation will require restriping and renumbering of the apron, installation of combo aircraft grounding/mooring points for these modified parking spaces. The work also requires relocation of a CV-22 emergency landing location to a nearby existing helipad, with installation of tie-down points for emergency landing ground equipment. Existing C-130 mooring points, and any evaluation or modification thereof is excluded from this scope of work, except for painting or marking requirements.

1.3. Attachments / Reference Document

The following documents are applicable to this SoW to the extent specified herein.

These documents are provided with this SoW to assist the contractor in completing the SoW requirements. It is the contractor’s responsibility to field verify the accuracy of any information that has been provided by the Government.

1.3.1. Attachment A – Project Location Plan

1.3.2. Attachment B – GeoBase Site Utility Plan

1.3.3. Attachment C – Preliminary Apron Plan

1.3.4. Attachment D – Tie-Down Retrofit Drawings

1.3.5. Attachment E – C-130 Mooring Point Diagram [Redacted until after award]

1.3.6. Attachment F – ERDC TR-16-22

1.3.7. Attachment G – CV-22 Mattress Tie-Down Diagram [Redacted until after award]

1.3.8. Attachment H – Access, Laydown, Work Areas

2. SCOPE REQUIREMENTS

The following requirements apply to the D-B Team throughout design and construction of the project.

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2.1. INTRODUCTION

2.1.1. The SOW for this project involves obliterating existing painted stripes, tape applied stripes, arrows, letters, numbers, and restriping for C -130 aircraft parking and flight line striping on three sides of each Hangar 1000, 1001, and four sides of Hangar 1002. Pavement painting will include striping, letters and numbers in colors as required by UFC 3-260-04, Airfield and Heliport Marking, for the designated parking spaces. New mooring points will be furnished, installed, and, if abandoned during the design process, unused existing points removed to full depth pavement thickness in accordance with UFC 3-270-01, O&M Manual:

Asphalt and Concrete Pavement Maintenance and Repair, with Change 1. All loose or flaking paint will be removed from the pavements and there will be additional painting of AGE wheel blocks, mooring points, grounding points with special highlights and existing points that remain and are not demolished. Due to this work occurring across the extents of an active airfield apron, work shall be subdivided into phases.

2.1.2. The D-B Team shall provide all design and installation services required for the completion of this SOW. The design and installation shall be in accordance with all applicable codes as listed in section 3.11.4.

2.1.3. The Government has not sampled Apron E for asbestos containing materials (ACM) because the structure was constructed after 1990. At present, the Government is unaware of any additional HAZMAT conditions for this project.

However, in the event asbestos, lead, or Polychlorinated Biphenyls (PCB) is suspected, the contractor is to immediately notify the Contracting Officer (CO). A formal, funded modification will definitize the necessary contract action. A Suspension of Work may or may not be issued. If sampling, and testing are added to this contract, the Contractor will be responsible for sampling and testing of suspected materials.

2.1.4. Air Force “Secure Facility” Restrictions – Apron E is within a Restricted Area.

With no exceptions, all D-B Team personnel shall schedule visits with the Flight Line Constable and the Kirtland AFB Airfield Operations office and be escorted to the work areas prior to Award & Notice to Proceed (NTP). Following NTP, the D-B Team shall construct a barricade to cordon of the limits of construction within which the Contractor may conduct construction activities. The location, design and construction of this temporary partition will be coordinated with the Contracting Division (PKC) Contract Officer (CO) and CE Project Manager (PM).

The PM shall review the submittal with KAFB Security Forces and the FM and report back to the CO for approval.

2.1.5. Scheduling / Phasing the Work - The D-B Team shall schedule appropriate construction phasing. The Contractor shall coordinate and communicate daily schedules and shall update each week a twenty-one (21) day look-ahead schedule with the PM and CO. The PM shall be responsible to notify the Flight

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Line Constable and the Kirtland AFB Airfield Operations office who shall notify other Building Users of the upcoming schedule events. Any outages of electrical, water, sewer or gas shall be comprehensively scheduled and coordinated with the PM & CO. Project phasing plan shall be coordinated with and approved by the Flight Line Constable and the Kirtland AFB Airfield Operations office, CO and PM prior to commencement of work.

2.1.6. Field Verification - Descriptions of the project scope, provided in this SoW, are solely for the purpose of revealing the general nature of the work involved. The D-B Team is responsible for providing any / all field investigation needed to confirm existing conditions and ensure the design has accounted for current field conditions.

2.1.7. Produce Complete Project - The D-B Prime Contractor shall provide all labor, materials, and equipment as required to produce a complete project.

2.1.8. Protect Temporary Openings from Weather - If inclement weather is imminent at any time during the course of work the Contractor shall take precautions to safeguard the temporary openings in the apron (including equipment, finish materials and subgrade) from damage. The Contractor shall monitor weather conditions and make the apron temporarily weather tight prior to the onset of precipitation and at the end of each workday.

2.1.9. Warranty

2.1.9.1. D-B Prime Contractor shall furnish an overall warranty for 1-year upon Beneficial Occupancy Date (BOD) by the Government. Each Subcontractor shall also provide a specific individual warranty for 1-year upon BOD.

2.1.10. Due to the phased nature of the project, the D-B Team shall issue three separate warranties. One each for Airfield Striping, Mooring/Grounding Points and Mattress Tie-Downs.

2.2. DEMOLITION

2.2.1. CIVIL / GEOTECHNICAL

2.2.1.1. The D-B Team shall obliterate pavement markings as indicated on Attachment C. The method of removal shall be IAW UFC 3-260-04 Airfield and Heliport Marking.

2.2.2. STRUCTURAL

2.2.2.1. For new aircraft mooring points, the D-B Team shall core drill 12” holes through full depth of existing concrete pavement and hand excavate as necessary to facilitate installation of new Universal Tiedown Retrofit mooring points as described in Attachment D, quantity 63. Locations shall be as described in 2.3.1.1.

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2.2.2.2. D_B Team shall remove existing mattress tie-down points, quantity 24.

2.2.3. ARCHITECTURAL

2.2.3.1. There is no architectural demolition in this Scope of Work

2.2.4. COMMUNICATION SYSTEMS

2.2.4.1. There is no communications demolition in this Scope of Work.

2.2.5. ELECTRICAL

2.2.5.1. There is no electrical demolition in this Scope of Work.

2.2.6. FIRE PROTECTION

2.2.6.1. There is no fire protection demolition in this Scope of Work.

2.3. NEW CONSTRUCTION (Minor Construction)

2.3.1. CIVIL / GEOTECHNICAL

2.3.1.1. The D-B Team shall provide geospatial data to locate and install striping and aircraft mooring points for every parking space in the scope.

Surveyed mooring points that are existing may be used in the design if they are not out of location by more than one foot. Airfield Manager guidance shall be followed for striping of non-used mooring/grounding points.

2.3.1.2. Parking Spaces E-21 thru E-26 shall receive a standard “full mooring point” layout of 9EA mooring points, plus 1EA additional nose mooring point for a total of 10EA per parking space, for a reversible configuration.

Layout shall conform to Attachment E, C-130 Mooring Point Diagram.

2.3.1.3. Parking Spaces E-27 thru E-29 shall receive 1EA additional nose mooring point to complete the existing layout, creating a reversible configuration.

Layout shall conform to Attachment E, C-130 Mooring Point Diagram.

2.3.1.4. The D-B Team shall provide layout drawings to locate and install mattress tie-down points for one complete emergency landing location centered on existing Helipad 5, quantity 24. The mattress tie-downs will be clearly marked and labeled on the pavement, so they are not mistaken for aircraft tie-downs. Layout shall conform to Attachment G, CV-22 Mattress Tie-Down Diagram.

2.3.1.5. The D-B Team shall stripe new taxiways and parking with reflective yellow paint, bordered by black on both sides, extents as shown in Attachment C and IAW UFC 3-260-04 Airfield and Heliport Markings.

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2.3.1.6. The D-B Team shall restripe existing taxiways and parking with reflective yellow paint, bordered by black on both sides, extents as shown in Attachment C and IAW UFC 3-260-04 Airfield and Heliport Markings.

2.3.1.7. The D-B Team shall layout and provide new striping to demarcate permanently closed portion of Apron E, as indicated on Attachment C.

Striping shall be two 6-inch stripes separated by 6-inches of yellow reflective paint, bordered by black on both sides and between yellow stripes. Additional “X” markings shall be provided. This demarcation shall be IAW UFC 3-260-04 8.3 Permanently Closed Taxiways.

2.3.1.8. The D-B Team shall restripe existing vehicle drive lanes with non-reflective white paint, extents as shown in Attachment C and IAW UFC 3- 260-04 Airfield and Heliport Markings.

2.3.1.9. The D-B Team shall provide new painted parking space markings E01 through E36 as shown on Attachment C. Marking size, location, font, color shall be IAW with UFC 3-260-04 Airfield and Heliport Marking.

Attachment C is for reference only and is not indicative of actual size or location of markings.

2.3.1.10. The D-B Team shall restripe miscellaneous Aerospace Ground Equipment (AGE) blocks between existing parking spaces. New AGE blocks shall be painted at parking spaces E-21 thru E-26 to match existing configuration at parking spaces E-27 thru E-29. AGE block painting shall be IAW with UFC 3-260-04 Airfield and Heliport Marking.

2.3.1.11. Grading and Stormwater: No changes in the flow patterns of stormwater are expected and are not a part of the scope.

2.3.1.12. Utilities: All existing in the area of work shall be identified, located and protected from damage during the work by Contractor.

2.3.1.13. Geotechnical Report: Not required for this Scope of Work.

2.3.2. STRUCTURAL

2.3.2.1. Contractor shall prepare and submit, for approval shop drawings fabrication details and/or detailed product descriptions for the fabrication and installation of every type of mooring point assembly and any installation tools necessary to install the anchor system(s) required for this project.

2.3.2.2. Provide a structural analysis for the Universal Tiedown Retrofit mooring points as required by the UFC 3-301-01 (IBC 18, IEBC 18, ASCE 7-16) and other current applicable material codes.

2.3.2.3. Furnish per approved shop drawings, and install Universal Tiedown Retrofit mooring points, quantity 63.

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2.3.2.4. For new mattress tie-down points, the D-B Team shall design, furnish and install Tri-Talon anchors with eye loops or equivalent, as described in section

2.8.3 Tri-Talon-Anchor, of Attachment F, ERDC TR-16-22. Additional coring at each tie-down to recess eyes shall be required. Locations of tie-down points shall be as described in 2.3.1.4 of this SOW. Quantity 24.

2.3.2.5. A defined lateral load path shall be established in both the drawings and the design analysis.

2.3.2.6. Contractor shall provide visual inspection of shop welded elements prior to installation IAW AWS D1.1 by a third party agency.

2.3.2.7. Contractor shall provide documentation demonstrating that all welding was performed by welders certified under AWS D1.1, including but not necessarily limited to current certifications and provisions of Welding procedure Specifications (WPS) for each type of weld performed.

2.3.2.8. Contractor EOR shall designate an industry standard procedure (ASTM C 900 and/or ASTM D 4435) for proof testing of mattress tie-down points demonstrating a minimum working tension capacity of 10,000 pounds. Pull testing procedure shall not impact permanent installation or function of installed elements. Pull testing shall be performed by a third party testing agency.

2.3.3. ARCHITECTURAL

2.3.3.1. There is no architectural work in this Scope of Work.

2.3.4. COMMUNICATION SYSTEMS

2.3.4.1. There is no communications work in this Scope of Work.

2.3.5. ELECTRICAL

2.3.5.1. The D-B Team shall furnish and install grounding for all new Universal Tiedown Retrofit mooring points IAW the most recent edition of applicable references, but not limited to the following: AFMAN 32-1065 Grounding Systems and AFGSC Supplement, NFPA 70 National Electrical Code (NEC), UFC 3-501-01 Electrical Engineering, UFC 3-575-01 Lightning and Static Electricity Protection Systems.\

2.3.5.2. The D-B Team shall perform testing of grounding points IAW UFGS 34 73 16.

2.3.6. FIRE PROTECTION

2.3.6.1. There is no fire protection work in this Scope of Work

3. DESIGN BUILD (DB) REQUIREMENTS

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The following requirements apply to the D-B Team throughout design and construction of the project.

3.1. Temporary power, cooling, and heating is not required for this scope of work.

3.2. All work that alters real property is managed and coordinated through KAFB Civil Engineer.

3.3. The D-B Team shall provide overall protection of the apron, buildings, remaining components, and existing equipment from damage during construction. Any damages done by the contractor to the apron, building, remaining components, and existing equipment shall be the contractor’s responsibility to repair or replace at owner’s discretion.

3.4. Consistent Licensed Design Leadership - The D-B Team lead RA or PE shall be responsible for producing the design documents and for consultation throughout the entire duration of the project (including the construction phase). The design documents shall require acceptance by CE and the CO prior to start of construction.

3.5. On-Site Field Verification - Registered Architect (RA) or Professional Engineer (PE) leading the D-B Team is responsible for visiting the site and conducting all field investigations that will allow for the execution of a complete design. The D-B Prime Contractor shall coordinate all site visits, in advance with the PM & CO. The PM shall be responsible to coordinate all site visits with the Flight Line Constable and the Kirtland AFB Airfield Operations office.

3.6. Checking the Design Package - Drawings/Specifications prepared by the D-B Team shall incorporate the required scope of work contained in this SOW. The D-B Prime Contractor shall provide all required documents and ensure drawings and specifications have been reviewed, by the D-B Team, prior to each deliverable submission to the Government.

3.7. Verify Information Needed for Design - D-B Prime Team shall be responsible for obtaining additional information required to execute the design. This shall include creation of as-builts, site measurements, surveys, tests, and other material necessary to provide the Contractor with an adequate basis for design. Field verify any as-built, site survey, geotechnical information, or other information provided by the Government.

3.8. Design Package to Support Section 2.0 - Scope Requirements - Provide comprehensive Title I design services as described in Section 4.0 to support the construction of any / all scope of work items listed in Section 2.0. Design shall include techniques to minimize disturbance to the surrounding areas and User activities in other buildings in the vicinity. Design submittals shall include custom specifications for all aspects of the drawings.

3.9. Inspections During Construction - The Registered Architect (RA) or Professional Engineer (PE) leading the D-B Team is responsible for visiting the site and conducting all field investigations that will allow for the execution of a complete design. The D-B

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Prime Contractor shall coordinate all site visits, in advance with the PM & CO. The PM shall be responsible to coordinate all site visits with the FM who will notify the Building Users, if appropriate.

3.10. Refer to Sub-Section 4.9.3 (Table 4.9.3) for criteria & requirements for the actual Design Deliverables

3.11. Compliance with Codes, References, and Standards

All work shall be in strict compliance with all applicable codes as adopted and modified by the State of New Mexico, Department of Defense, current NFPA, NEC, IMC, IPC, applicable UFC’s, AFI’s and all local building codes and ordinances. Governing code is the current IBC. They are:

3.11.1. All applicable Unified Facilities Criteria (UFC) and applicable Unified Facility Guide Specifications (UFGS), as applicable UFGS 32 12 15.13 Asphalt Paving for Airfields

3.11.2. Air Force Corporate Facilities Standards (AFCFS)

3.11.3. AFMAN 32-1084

3.11.4. Partial list of UFCs, codes and standards:

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

3.11.4.2. UFC 1-200-02, High Performance and Sustainable Building Requirements

3.11.4.3. UFC 3-201-01, Civil Engineering

3.11.4.4. UFC 3-240-01, Wastewater Collection

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

3.11.4.6. UFC 3-260-04, Airfield and Heliport Marking

3.11.4.7. UFC 3-270-01, O&M Manual: Asphalt and Concrete Pavement

Maintenance and Repair, with Change 1

3.11.4.8. UFC 3-501-01 Electrical Engineering

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

3.11.4.10. Unified Facility Guide Specifications as applicable to proposed design solution

3.11.5. International Building Code (IBC) 2018

3.11.6. Kirtland Installation Facilities Standards

3.11.7. International Energy Conservation Code (IECC)

3.11.8. NFPA 70 National Electrical Code

3.11.9. NFPA 101 Life Safety Code

3.11.10. Air Force Instruction 32-1064 Electrical Safe Practices

3.11.11. Air Force Instruction 32-1065 Grounding Systems

3.11.12. American Society of Civil Engineers (ASCE) 7-16

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3.11.13. ANSI/IEEE Std. 142 Recommended Practice for Grounding of Industrial and Commercial Power Systems

3.12. The contractor shall provide all labor, materials and equipment and method and means that are going to be used as required for a complete construction project, per drawings and specifications included with this SOW.

4. DRAWING AND SPECIFICATION STANDARDS

4.1. CONTRACT DRAWINGS

4.1.1. Design Services

4.1.1.1. Preliminary Design (65%): The contractor shall submit a preliminary design package that will include, as applicable, deliverables described in Section 4.6.3.

4.1.1.2. Pre-Final Design (95%): The contractor shall submit a pre-final design package that includes, applicable deliverables described in Section 4.6.3

4.1.1.3. Final 100% Design: The final 100% design shall include all drawings and specifications with all comments and corrections incorporated

4.1.2. Drawings shall be prepared in AutoCAD.

4.1.3. Full size drawings shall be 24" x 36". Reduced drawings shall be 11" x 17".

4.1.4. All applicable base activity representatives will sign final drawings. The project architect/engineer will stamp, date, and sign all final drawings prior to final base representative signatures.

4.2. GEOSPATIAL DATA

Geospatial/mapping data is required to be submitted for all work outside the bounds of footprints of buildings and structures. Contract deliverables that involve maps or other geospatial data must be delivered in a geo-referenced GIS (Geographic Information System) or geo-referenced CAD format. For vector data, this will be an ESRI personal geodatabase format (10.x) unless otherwise approved by the IGI&S (Installation Geospatial Information and Services). For raster data, this will be an ESRI compatible format.

4.2.1. All contract deliverables listed below that involve mapping or other geospatial data must meet the following requirements:

4.2.2. These deliverables include, but are not limited to:

• Site plans

• Record drawings

• Engineering designs, plans or surveys

• Topographic surveys or studies

• Boundary or Cadastral surveys

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• Master Plan drawings

• Utility (water, sewer, power, storm, etc.) designs, plans, surveys and studies

• Pavement, Grading, or Excavation plans

• Soil/Geology studies or surveys

• Environmental assessments, surveys, studies, or plans

• Historical or Archaeological surveys, studies, or plans

4.2.3. SDSFIE Data Standards/Structure

4.2.3.1. All geospatial and associated data must comply with the latest version of Spatial Data Standards for Facilities, Infrastructure, and Environment (SDSFIE) available from the USAF GIO at https://www.sdsfieonline.org/Components/USAF. These data will be organized using the most recent SDSFIE specifications for entity naming conventions, attribute fields, domain names, and topology.

4.2.4. Data Structure (GIS ESRI format)

4.2.4.1. The Contractor shall provide a quality control (QC) report that must state whether all inconsistencies in the data generated were corrected, or it must detail the remaining errors by case. The Contractor shall utilize topology ArcGIS 10.X or later to assure that there are no overshoots or undershoots in the line work, slivers or dangles in polygons. The quality report must identify the software (name and version) and satisfy these conditions:

4.2.4.1.1. The edges of all digitized vector data or raster imagery must exactly match digitally with those of all adjacent maps.

4.2.4.1.2. The digital representation of the common boundaries for all graphic features must be exactly the same, regardless of feature layer. Each feature within a theme must be represented by a single graphic element (e.g., polygon, line).

4.2.4.1.3. Lines, which represent the same graphic element, must be continuous (i.e., not broken or segmented), unless that segmentation reflects a specific visual line type. Lines representing the same type of data must not cross except at intersections.

4.2.4.1.4. Polygons must be closed (i.e., the first x- and y-coordinates must exactly match the last x- and y-coordinates). Polygons of the same layer must not overlap and must cover the area of interest completely (i.e., have no gaps in coverage).

4.2.4.1.5. Straight lines must be represented by only the beginning and ending x- and y-coordinate points. Line strings must not cross back on themselves or be of zero length.

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4.2.4.1.6. All symbol libraries, font libraries, text size, text format, and text placement shall be prepared in accordance with and conform to the Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE) Release 3.1.1 or latest release.

4.2.4.1.7. The Contractor shall not develop new libraries without prior written approval from the Government.

4.2.5. SURVEY

Global Position Systems (GPS) or comparable traditional survey methods will be used to collect geospatial data (e.g., northing, easting, and elevation above or below the Earth's surface) for all contract activities where geospatial data is involved. For construction purposes this data will be obtained at the time of construction and prior to burial in the case of underground utilities. Survey methods must meet accuracy standards for actual results.

4.2.5.1. Accuracy: Information must be collected at no less than sub-foot for base areas and sub-meter for areas outside of the base boundary. All data must be collected within submeter accuracy, except for utilities underground data, which must be collected at survey grade accuracy of 1 foot or less. This data will meet or exceed National Map Accuracy Standards at the corresponding scales. Delivered data must meet these accuracy standards at no less than 95%.

4.2.5.2. Projection/Coordinate System: Geospatial data must be delivered in a georeferenced GIS (Geographic Information System) format. All geospatial data must be delivered in the WGS_1984_UTM_Zone_13N coordinate System in Meters.

4.2.5.3. Related Tables: All associated attribute data must be delivered to the installation in a format as defined by the IGI&S (Installation Geospatial Information and Services). This format is ESRI Geodatabase unless otherwise specified. These related tables must include one-to-one cardinality between spatial records and attribute records. Relationships between spatial records and attribute records must be defined in the geodatabase.

4.2.5.4. Feature Attributes: The Contractor shall identify the classification, type, size, location, ID number, and any other necessary attributes (specified by the Government) for all surveyed, mapped, designed, or proposed features.

4.2.5.5. Database Design/Topology: The database design must be reviewed, approved and provided before data capture begins. The utility data must have topology, with defined relationships between features and be a true network. Linear features must be connected.

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4.2.5.6. Metadata: All deliverable data (geospatial and textual data) must be accompanied by metadata using Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM) for organization. Content will accompany all submissions.

4.2.6. Delivery Format

4.2.6.1. Note: No deviations from the Government's established standards will be permitted unless prior written approval of such deviation has been issued by the Contracting Officer. All linkages of non-graphical data with graphic elements, relationships between data objects and attributes, and report formats shall be maintained.

4.2.6.2. All data deliverables (plans, surveys, studies, imagery, designs, etc.) shall be in a digital (electronic information) format and shall be delivered in a format that is directly compatible with the CADD/GIS Technology Center’s Spatial Data Standards version 4.0 (or latest version available).

4.2.6.3. The following procedures must be performed before a file is placed on the delivery media:

4.2.6.3.1. Include all files, both graphic and non-graphic, required for the project. Make sure all files are in the same directory, and that references to those files do not include device or directory specifications.

4.2.6.3.2. Ensure all reference (external reference) files are attached and without device or directory specifications.

4.2.6.3.3. Remove all extraneous graphics/text outside the project border area and set the active parameters to a standard setting (or the setting contained in the seed or prototype file).

4.2.6.3.4. Include any standards sheets (abbreviations, symbols libraries, font libraries, color tables, pen tables, plot configuration files, user command files, etc.) necessary for a complete project.

4.3. Drawing Content Requirements

4.3.1. Demolition - Include demolition locations of site elements, architectural elements, and utilities to be disrupted or relocated by construction.

4.3.2. Architectural - Architectural Drawings are not required for this Scope of Work.

4.3.3. Civil: Include dimensioned site plan, detailed striping and marking plan, building, paving, grading and drainage plan, calculations, and utility plans.

4.3.4. Landscape: Landscape drawings are not required for this Scope of Work.

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4.3.5. Structural: Include structural analysis and details as required to support Civil Scope of Work.

4.3.6. Mechanical – Mechanical Drawings are not required for this Scope of Work.

4.3.7. Electrical – Include grounding detail.

4.3.8. Fire Alarm: Fire Alarm Drawings are not required for this Scope of Work.

4.3.9. Fire Protection: Fire Protection drawings are not required for this Scope of Work.

4.3.10. Communication Systems: Communication Systems Drawings are not required for this Scope of Work.

4.4. SPECIFICATIONS

4.4.1. D-B Prime Contractor shall develop and submit custom Specification Sections for all materials and systems required to provide a complete project. The Government shall provide template Specification Sections for the ‘front end’ or Division 0 requirements. Use of MACC boilerplate Specifications shall not be allowed although these may be used for editing to include only the items required by this project.

4.4.2. Specifications shall be delivered at each design submittal stage in accordance with Section 4.9.3.

4.4.3. Technical Specifications shall be written according to Unified Facility Guide Specifications (UFGS) format. Note: Reference Specifications provided by the Government are for content only and shall be re-written in UFGS format prior to inclusion in Contract Documents. Front End Specifications are provided with this

SOW.

4.4.4. The Contractor shall avoid the use of "proprietary type" specifications. When necessary to use a manufacturer's name to describe a type of product, at least three manufacturers shall be named, if possible, and shall include the words "or approved equal". Brand name or "or equal" descriptions may be used when there are no specifications available covering the items or when it otherwise is not feasible to describe the requirement.

4.5. DESIGN ANALYSIS

4.5.1. Design Analysis (DA) – shall be provided bound on 8-1/2” x 11” paper and on approved electronic media as approved by the Base Civil Engineer. It shall be arranged by discipline, meet all division specific UFC requirements, and support design decisions made throughout the design. The DA shall provide a narrative description of the key elements and features of the design. It shall include calculations, material cut sheets and explanations of options considered. The DA shall also contain, as a separate section, all previous design review comments

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annotated with action taken, cost estimate and a listing of any outstanding issues requiring resolution. Drawings shall be submitted under separate cover.

4.5.2. The information provided in the paragraphs that follow shall be used at every submittal point to produce the various elements of a complete DA.

4.5.2.1. Purpose: The DA contents shall be used 1) to provide a narrative description of the key elements and features of the design; 2) to provide a basis for design, including assumptions and design criteria such as temperature, humidity, and loads; 3) to provide the information, justification, and calculations of the design; and 4) to provide the designer’s thought process in the development of the design.

4.5.2.2. Specific Content: The submittal topics to be discussed in the design analysis are shown below. The format and organization within the outline are at the discretion of the Contractor. Include catalog cuts of proposed products where applicable. Update the contents of the DA at each required submittal point to account for changes and corrections since the last submittal. Calculations need not be resubmitted at each point if the previously submitted calculations were complete and no corrections or changes were required. However, if calculations are not included with a subsequent submittal, the contents shall reference the submittal date, submittal title, volume number, and pages where the calculations may be reviewed. All calculations shall be included in the Final Design Submittal.

4.5.2.3. Criteria: List all Air Force Manuals, regulations, instructions, military handbooks, UFC, codes, design guides, Comprehensive Plans (CPs), and CP bulletins used by the Contractor for guidance in the project design.

4.5.2.4. Analysis Summary:

4.5.2.4.1. Describe the Scope of Work

4.5.2.4.2. Identify any violations of criteria that would occur if the project is constructed as described in the design documents.

4.5.2.4.3. Recommend phasing of construction if required to meet user needs.

4.6. The Government will provide the Contractor any existing documentation pertinent to the project. It is the Contractor’s responsibility to field verify the accuracy of any information that has been provided by the Government.

4.7. Applicable Documents

4.7.1. The Contractor shall identify and comply with all applicable federal, state, and local laws; statutes; Executive Orders; Department of Defense/Air Force manuals, handbooks, regulations, guidance, and policies. The contractor shall comply with the National Institute of Building Sciences’ Whole Building Design Guide Construction Criteria Base (CCB) Unified Facility Criteria (UFC) and all of

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the related libraries. The primary criteria are the Air Force Criteria from the Documents Library. The Unified Facilities Guide Specifications (UFGS) is the mandatory starting point for all specifications, and shall not be deleted, materially modified, or made less stringent without Government approval. It is the contractor’s responsibility to identify and comply with all applicable requirements. It shall be the contractor’s responsibility as the Designer of Record (DOR) to identify any design/construction criteria waivers that are warranted for the project and to accomplish all necessary coordination activities necessary to obtain approval of these proposed waivers through the CO, and/or PM.

4.8. DESCRIPTION & ORGANIZATION OF THE DESIGN WORK

4.8.1. The Contractor shall provide all labor, materials, and equipment as required to produce a complete project.

4.8.2. Design Considerations

4.8.2.1. The Contractor shall utilize available information provided as the basis of the design for the proposed project.

4.8.2.2. The D-B Team is responsible for visiting the site and conducting all field investigations that will allow the execution of a complete design. Site visits must be coordinated through the Project Manager and Facility Managers at least two (2) weeks in advance of proposed site visit

4.8.2.3. Design documents shall include design techniques to minimize disturbance to the surrounding areas and base activity as well as minimize construction costs and environmental concerns. Design submittals shall include specifications for the aspects included in the design drawings.

4.8.2.4. The Contractor shall be responsible for obtaining additional information required to execute the design. This may include creation of as-builts, site measurements, surveys, tests, and other material necessary to provide the Contractor with an adequate basis for installation.

4.8.2.5. The design shall be in accordance with this Statement of Work and all pertinent KAFB and Air Force documents.

4.8.2.6. The Contractor shall field verify any as-built, site survey, geotechnical information, or other information that may have been provided by the Government.

4.8.2.7. The design documents shall require the acceptance of the Government prior to construction.

4.8.2.8. Meeting review minutes and design review comment responses are the responsibility of the Designer/Contractor.

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4.8.3. Demolition

4.8.3.1. Reproducible electronic and printed 24" x 36" AutoCAD drawings, diagrams, single line diagrams, cut sheets, equipment schedules, proposed solutions and justifications, specifications showing demolition and abatement locations of site elements, architectural elements, building systems, and utilities to be removed, disrupted, or relocated by construction. Meeting review minutes, design review comment responses. Include selective architectural, mechanical, fire protection, civil, landscaping, structural, communication systems, and electrical demolition as required.

4.9. DELIVERY SCHEDULE

4.9.1. Period of Performance

4.9.1.1. The start of design and construction will be approved by the CO in writing as one (1) Notice to Proceed (NTP). Calendar days provided in the table below are “typical” timeframes to accomplish submittals and final inspection/acceptance which should be considered when developing the overall schedule.

4.9.1.2. Contractor shall provide 1) an overall schedule to meet the period of performance date/completion date; and 2) a 3-week look ahead with the existing week to show how work is to progress from start to completion.

The days provided in the table below are ‘typical’ timeframes to accomplish plans review, submittal reviews and final inspection/acceptance which should be considered when developing the overall schedule.

4.9.1.3. The Government requires completion of the project within 268 days of contract award. The following table shows the timeframe of each requirement.

4.9.2. Schedule the design phases with the following considerations: (See Table 4.9.2 )

4.9.2.1. Contractor shall provide 65%, 95%, and 100% design submittals in accordance with Table 4.6. The design analysis should include investigative and research information. Allow 14 calendar days for Government review following each submittal.

4.9.2.2. There will be Contractor scheduled 65% and 95% review conferences at Kirtland AFB after Government comments have been provided to the contractor.

4.9.2.3. Upon Government approval of the 65%, and 95% Design, the Contractor shall provide the 100% Design Submittal.

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4.9.2.4. Upon Government approval of the 100% design, the Contractor shall provide the final 100% Design Submittal.

4.9.2.5. The 100% final design must be manually signed and sealed by a Professional Engineer. Final drawing set submitted must be an original signed set; copies will not be accepted.

Table 4.9.2

4.9.3. Submittal Quantities. (See Table 4.9.3)

Table 4.9.3

SUBMITTAL DESCRIPTION NUMBER OF COPIES

65% DESIGN

Drawings in DWG and PDF format (AutoCAD & Acrobat) DoD SAFE ½ Size Drawings (11 X 17) NA Full-Size Drawings (D) NA Specifications in PDF format DoD SAFE Specifications (8-1/2 X 11 Bound, 2 Sided) NA Design Analysis in PDF format DoD SAFE Design Analysis (8-1/2 X 11 Bound, 2 Sided) NA Estimated Const. Sched. (MS Project, PDF) DoD SAFE

95% DESIGN

Drawings in DWG and PDF format (AutoCAD & Acrobat) DoD SAFE

REQUIREMENT No. of Calendar Days

Contract Award – Design NTP 10 Days Submit Permits & Waivers as required (commences following NTP, and is concurrent to design) Up to 180 Days

Contractor Design Submittal 65%, 95% and 100% 21 Days each Government Review: 65%, 95% and 100%- Includes Government review and comments (14 days) and contractor responses time (7 days)

21 Days each

Review Meetings – After contractor responses are provided

1 Day each

Government – 100% Back check 7 Days Preconstruction Conference NTP Meeting 1 Day Contractor –Construction Submittals 21 Days Demolition and Construction 70 Days Pre-Final Inspection and Punch-list 7 Days Final Inspection and Acceptance 1 Day

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½ Size Drawings (11 X 17) NA Full-Size Drawings (D) NA Specifications in PDF format DoD SAFE Specifications (8-1/2 X 11 Bound, 2 Sided) NA Design Analysis in PDF format DoD SAFE Design Analysis (8-1/2 X 11 Bound, 2 Sided) NA Estimated Const. Sched. (MS Project, PDF) DoD SAFE Construction AF66 (MS Excel & PDF) DoD SAFE

100% DESIGN

Full-Size Drawings (Sealed Original w/1 Copy) 1 Set ½ Size Drawings (11 X 17) NA Drawings in DWG and PDF format (AutoCAD & Acrobat) DoD SAFE Specifications (Sealed Original and 1 Copy) 2 Sets Specifications (PDF and Word) DoD SAFE Design Analysis (8-1/2 X 11 Bound, 2 Sided) 2 Ea.

Design Analysis (PDF and Word) DoD SAFE Estimated Const. Schedule (MS Project, Hard Copy) 2 Ea.

Construction AF66 (MS Excel & PDF) DoD SAFE

5. GENERAL CONSTRUCTION INFORMATION

5.1. Place of Performance: Apron E and Helipad 5, Kirtland Air Force Base (KAFB) Albuquerque, New Mexico

5.2. Facility Entry Requirements. Work inside the facility will require escorts, which will be performed by the current staff. The Contractor will also require access to the flight line at an Entry Control Point (ECP) to be designated by the Flight Line Constable and the Kirtland AFB Airfield Operations office. The current staff will also perform this role.

Access is limited to U.S. Citizens.

5.2.1. Escorts will meet the contractor and their staff at the ECP, escort them to and from the ECP to work area. Escorts will remain with workers at all times during the workday, except when work is being performed exclusively within the Free Zone.

5.2.2. ECP will be the “Randolph Gate”. Reference Attachment H for location.

5.3. Operational Security (OPSEC)

5.3.1. The Contractors Management will ensure that all employees, to include any sub-contractor employees, performing work on this effort receive an Operational Security (OPSEC) Awareness Briefing/Training prior to starting work on this effort and the briefing/training must be accomplished prior to entering the work site on day one of the work effort. The 58 Special Operations Wing OPSEC Manager (58 SOW/XP) can provide a tailored lesson plan for use by the Contractors Management to ensure requirements in the 377 ABW OPSEC IPlan 10-701 are met. It is critical that

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contractor employees fully understand the importance of not discussing work details associated with this work effort such as: actions or activities observed, the statement of work, as built or other drawings, etc. in public or outside of the worksite. The OPSEC Manager (58 SOW/XP) can be contacted at: (505) 853-7642.

The Contractors Management will track all training by employee name and date the training was provided using a spreadsheet or similar document such as a sign-in roster and provide a copy to the assigned Contracting Officer.

5.4. Facility/User Coordination

5.4.1. Project Coordination: All work shall be coordinated with CO and KAFB Civil Engineer (CE) in conjunction with the facility user.

5.4.2. Minimize Interference with regular KAFB activities: The contractor shall plan construction activities to minimize interference with the normal activities of Base occupants in the remaining areas of the facility and the neighboring facilities, surrounding streets, and parking areas.

5.4.3. When performing phased work, work zones will be adjacent to active airfield operations. The Contractor shall not have use of the facilities restrooms.

Contractor shall provide temporary restrooms as necessary to support the number of personnel onsite for the duration of construction activities.

5.4.4. Owner Occupancy: The project shall be scheduled and executed to minimize conflict and to facilitate User's operations. Changes to the approved schedule must be vetted through the CO to support minimal operation impact.

5.5. Phasing of Work

5.5.1. D-B Team shall provide with the 65% design submission a phasing plan. This phasing plan will be reviewed by Flight Line Constable and the Kirtland AFB Airfield Operations office and is subject to modification at any time due to changes in Mission Requirements.

5.5.2. After completion of design, D-B Team shall phase work in (9) consecutive operations.

5.5.3. Markings obliteration and striping shall occur across up to (6) phases, each phase including obliteration, layout, and striping features of work. Quantity of phases and sequence of phasing has been determined by mission requirements, and is subject to amendment by user.

5.5.3.1. Preliminary order of obliteration/striping phases:

E1 through E4 E5 through E12 E13 through E20 E21 through E26 E27 through E32

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E33 through E36

5.5.4. Mooring/Grounding and Tie-Down installation shall occur in (3) phases following completion of striping.

5.5.4.1. Preliminary order of mooring/grounding point phases:

E21 through E26 E27 through E29 Helipad 5

5.5.5. At kickoff meeting, discussion shall include coordination with Flight Line Constable and the Kirtland AFB Airfield Operations office for confirmation of sequencing of phases.

5.5.6. Each work area shall be fully cleaned, cleared, inspected and accepted as required. An occupancy letter will be issued for each phase of work prior to contractor proceeding to the subsequent phase of work.

5.6. Staging, Storage, and Parking

5.6.1. The government has designated an area outside of the Airfield/Restricted Area perimeter for construction staging and storage. The exact extents will be discussed and determined in the pre-construction meeting. The location shall not impede access for emergency response vehicles and personnel.

5.6.2. Staging area shall be the dirt lot outside of the Randolph Gate, to the south of Randolph Rd, as shown on Attachment H.

5.6.3. Parking shall be in designated parking spaces and in designated parking areas outside of the Airfield /Restricted Area perimeter.

5.6.4. Parking Area shall be the overflow parking lot outside of the Randolph Gate, to the south of Randolph Rd, as shown on Attachment H.

5.7. Availability of Site

5.7.1. Workdays are normally defined as 8-hour duty days of Monday through Friday, excluding Federal holidays, family days, and safety days. Normal hours of operation are 7:00 AM to 4:00 PM. Outages to the facility will be kept to a minimum, confined to the weekends, and scheduled 30 days in advance.

5.7.2. Holidays: All Federal holidays are observed and are not considered duty days.

5.7.3. The contractor shall accomplish this project during normal hours of operation and duty days.

5.7.4. Work after business hours, on weekends, or Federal holidays may be allowed if requested 10 days in advance to the CO, CE and User in writing.

5.8. Schedule and Planning Requirements

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5.8.1. The contractor shall provide, with each progress payment, a CPM schedule for tracking work progress for the entire project from NTP to closeout documents.

The CPM shall detail the project schedule and status and shall be visualized through the use of Gantt charts, which shall depict percent complete for each task. The contractor shall prepare and submit an AF Form 3064 and AF Form 3065 for approval.

5.8.2. Contractor must submit 3-Week look ahead schedule to show how work is to progress from start to completion. 3-Week look ahead schedule shall be submitted every week. See Front End Specification Section 01 32 16.00 20 for details.

5.9. Meeting and Conference Requirements

5.9.1. Quality Control Meetings - After the start of construction, the QC Manager shall conduct QC meetings once every week at the work site with the superintendent and the foreman responsible for the ongoing and upcoming work. The QC Manager shall prepare the minutes of the meeting and provide a copy to the CO, CE and PM within two working days after the meeting (See Front End Specification Section 01 45 00.10 20).

5.9.2. As a minimum, the following shall be accomplished at each meeting:

5.9.2.1. Review the minutes of the previous meeting.

5.9.2.2. Review the schedule and the status of work and rework.

5.9.2.3. Review the status of submittals.

5.9.2.4. Submit and review three week look ahead schedule to demonstrate construction progression and review upcoming work.

5.9.3. Red Zone Meeting - As Part of the closeout process of the project, Contractor shall participate in Red Zone meetings. These meetings shall commence at 75-percent of construction completion. These meetings shall be held every two weeks and increase in frequency until project completion. Red Zone meetings shall be held immediately following Quality Control meetings, or at another time agreed to by the CO, PM and User. At these meetings, the Contractor and the project stakeholders shall discuss, define, and achieve consensus on actions necessary to complete construction and support user occupancy.

5.10. Notification Requirements

5.10.1. The contractor is required to notify the CO and PM of anything the contractor believes is outside their scope of work and/or beyond their control that could impact cost, schedule, or quality. Additionally, the contractor is required to notify the CO and PM of critical issues that may affect the contract performance and/or human health and the environment. These types of issues that require notification include, but are not limited to, health risks, spills, changes in critical or key personnel, the contractor will immediately stop work, report the

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discovery to the CO, and PM, and implement the appropriate safety precautions.

Field activities shall not continue until clearance is received from the CO. On critical issues, verbal notification should be made immediately, followed by written notification as soon as practical within the succeeding 48 hours.

5.10.2. Utility outages: Outages require 30-day notice to schedule outages.

5.11. Permits/ Environmental Requirements

5.11.1. All applicable permits and approvals required by AF, County, City and State must be obtained prior to construction start. This includes but may not be limited to:

Kirtland AFB Form 103 Base Civil Engineer Digging Permit Request, Temporary Airfield Construction Waiver, Free Zone Waiver, FAA Notification or Permit, Vehicle Permit, Driver Permit.

5.11.2. The Contractor must comply with all guidance provided by KAFB on the Form 103 Digging Permit Request and/or the AF Form 813 Request for Environmental Impact Analysis.

5.11.3. Disturbances will be less than three-quarter of an acre. A Fugitive Dust Control Permit (FDP) is not required.

5.11.4. Disturbances will be less than 1 acre. A Storm water Pollution Prevention Plan (SWPPP) is not required.

5.11.5.