2020 Consolidated SOW.pdf

STATEMENT OF WORK

FOR

CURZ202302 B90 Flashing repair CURZ202304 Repair Base Pavements

CURZ202307 B410 HVAC Repair CURZ202308 Shop Light Upgrades

22 April 2020

Part 1 GENERAL REQUIREMENTS

1.1. SCOPE OF WORK

A Briefly and without force and effect on the requirements of the Contract Documents, the project and the work of the Contract is described in summary, in “Part 2, Job Description.”

1.2. OBLIGATION OF CONTRACTOR

A The Contractor shall furnish, under this contract, a design, all materials, labor, tools and equipment necessary to complete all work specified herein. The Contractor shall so arrange and supervise his work force as to perform all work in accordance with all applicable codes and regulations and in a manner satisfactory to the Contracting Officer. The Contractor shall remove all surplus material, debris and construction equipment from around all construction areas and shall leave his work, at the end of working periods, in a condition satisfactory to the Contracting Officer. The Contractor shall provide his own telephone if required.

B Access and General Protection/Security Policy and Procedures. The Contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

C For Contractors that do not require CAC, but require access to a DoD Facility and/or

Installation. Contractor, and all associated sub-contractors, employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

D AT Level I Training. All Contractor employees, to include subcontractor employees, requiring access to Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 30 calendar days after contract start date, or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected Contractor employee and subcontractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available at the following website: http://jko.jten.mil

E Contractor Manpower Reporting:

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract at the secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: http://www.ecmra.mil Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September 30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year, beginning with 2013.

Contractors may direct questions to the help desk at http://www.ecmra.mil.

http://www.acq.osd.mil/dpap/policy/policyvault/Enterprisewide_

1.3. MAINTENANCE OF ADJACENT USE

A The Contractor shall conduct his work in such a manner as to not interfere with or endanger work or traffic in areas adjacent to the construction areas, except as permitted by the Contracting Officer. The Contractor shall so arrange his construction operations as to provide access for emergency vehicles and equipment to the work site at all times.

1.4. WORK SCHEDULE

A The Contractor shall notify the Contracting Officer’s Representative at least 48 hours prior to the commencement of work.

B Work is permitted on the base Monday through Friday, 7:00 a.m. to 4:30 p.m. Waivers of this requirement may be considered on a case-by-case basis, solely at the option and convenience of the Government. No waiver of the requirement shall in any way limit the Government’s right to require future performance between the hours of 7:00 a.m. to 4:30 p.m, Monday through Friday. No work is permitted on the Base on the following holidays without prior coordination:

New Year’s Day Christmas Day Columbus Day Memorial Day President’s Day Veteran’s Day Thanksgiving Day Martin Luther King’s Birthday

Independence Day Labor Day

1.5. SAFETY PRECAUTIONS

A Prior to commencement of work, the Contractor shall familiarize himself with all safety regulations and practices applicable with construction operations on military property. Comply with EM 385-1-1, Safety and Health Requirements Manual. No additional payments will be made for equipment and procedures necessitated by these safety precautions. All OSHA and VOSHA regulations apply to all contractor work performed on the base.

1.6. PROTECTION OF EXISTING UTILITIES AND FACILITIES

A It shall be the contractor’s responsibility to field-verify existing structures, utilities, and survey information, and to take necessary precautions during demolition and/or construction to prevent damage. The contractor shall verify existence, and mark locations of all utilities, including service connections to underground utilities prior to beginning work by contacting 1-800-DIGSAFE, and Mr. Bob Letourneau, the base Engineering Technician, at 1-802-660- 5401, at least 72 hours (not including weekends or legal holidays) in advance of any earth disturbance, for locations of commercially owned and government owned utilities. There is no guarantee, either expressed or implied, that the locations, and size and type of material, of existing underground utilities, provided are representative of those to be encountered during construction.

B Once utilities are marked, it is the contractor’s responsibility to maintain the markings for the duration of the project and excavation period. In Vermont, Dig Safe tickets expire after 30 days if excavation has not started.

C In the event an unexpected utility, or structure interference or conflict, is encountered during construction, the contractor shall immediately notify the Contracting Officer. Under no circumstances will the contractor attempt to backfill or conceal the damaged area until the Contracting Officer or Contracting Officer Representative have been notified. Any active utility services, or structures, disturbed by the contractor’s operations shall be restored immediately at the contractor’s expense to the satisfaction of the Contracting Officer.

1.7. DISPOSAL OF DEBRIS

A All debris and excess materials, not designated as salvage by the Contracting Officer, shall be promptly removed from Government property. The Contractor shall receive title to all debris and/or excess material not designated for salvage by the Contracting Officer. The government will not be responsible for any loss or damage to debris or excess material owned by the Contractor.

1.8. FIRE PROTECTION

A The Contractor shall take all necessary precautions to prevent fires adjacent to the work and to his buildings, and he shall prevent the spread of fires to areas outside the limits of the work.

He shall provide adequate facilities for extinguishing fires and shall maintain a proper patrol during the burning of any materials under this contract to prevent the spread of fires beyond their proper limit. Compliance with the 158 Fighter Wing Instruction 32-2001, The Fire Protection Operations and Prevention Program is mandatory. Disposal of debris by burning will not be allowed.

1.9. ENVIRONMENTAL CONDITIONS

A Contractor will be in compliance with all applicable State and Federal environmental Regulations. Contractor shall provide Material Safety Data Sheets (MSDS) for all hazardous materials being used in this project. Contractor will take all precautions to prevent any spills of oils and/or hazardous substances. The base Fire Department shall be contacted in case of a spill of any size.

B Government requires 48 hours advance notice to the COR should adhesives be utilized that cause strong odors that may be irritating.

1.10. SECURITY REQUIREMENTS

A The Contractor, contractor’s employees, and sub-contractors and their personnel shall all complete the BASE ACCESS BACKGROUND CHECK REQUEST form provided by the base contracting office. An electronic or paper template will be made available to assist in fulfilling this requirement. Background checks shall be processed by the base Security Forces Squadron on all submitted personnel. Personnel whose background checks come back with an approved fitness determination will be allowed to access the base for project work. DBIDS badges will be created by the base Security Forces Squadron for these personnel, authorizing access to the installation during the days/times specified on the badge. Any personnel whose background checks come back with a denied fitness determination will not be granted access to the base and may receive a debarment letter.

B In any instance where Contractor or sub-contractor personnel are removed from the project, it shall be the responsibility of the Contractor to recover the DBIDS badges from all personnel being removed from the project prior to their departure from the base; and to then turn in the acquired badges to base security at Building 410 as soon as possible. The Contractor shall then notify the Contracting Officer or Contracting Officer’s Representative (COR) that this action has been accomplished.

C All personnel shall have a valid driver’s license, vehicle registration, and insurance in order to operate vehicles on the base. All personnel shall obey posted speed limits, and those briefed for airfield areas. Vehicle safety restraint belts are required to be worn by the driver and all passengers while operating a vehicle on this installation.

D Operation of motor vehicles on base while using a cell phone is prohibited unless a hands free device is utilized for voice communications. Additionally, at no time will a person use a cell phone to communicate text messages while operating motor vehicles.

E No weapons or ammunition are permitted on this installation. This includes firearms, bows, crossbows, arrows, bolts, or blades greater than three inches in length.

F Contraband, controlled substances, marijuana, drug paraphernalia and open alcohol containers are not authorized onto the installation. Contractors found in possession of these items may receive a warning and or debarment letter. Any personnel found in possession of illegal contraband or substances may be detained by Security Forces members, and South Burlington Police Department personnel will respond for investigation and processing of the individual(s).

G The Government requires a roster of all contractor personnel before commencement of any work on base. The roster shall list all of the prime contractor and subcontractor employees’ complete names.

H At times of heightened security or emergency response, the contractor may be asked to leave the government property/work site on short notice. Depending on the situation, this direction could come from any of the following; the Contracting Officer, the Contracting Officer’s Representative, the Base Civil Engineer, Emergency on Scene Commander, or Security Forces Patrol. The contractor shall depart the base or cordon area in a timely manner, and notify the Contracting Officer that they have done so as soon as possible.

I As sub-contractors complete their work on the project, and at overall project completion, it shall be the Contractor’s responsibility to recover all DBIDS badges from sub-contractor and Contractor personnel. The Contractor shall return all recovered badges to the base Security Forces Squadron.

1.11. PRE-BID SITE INSPECTION

A It is important that prospective bidders visit the site and examine the existing conditions prior to submitting a bid. Submission of a bid shall be recognized by all parties that the bidder fully understands the nature and scope of work.

1.12. QUALITY ASSURANCE

A Provide at least one person who shall be present at all times during the execution of the Work and who shall be thoroughly trained and experienced in removal work, and who shall direct all work performed under this Section.

B Use only personnel thoroughly trained and experienced in the skills required for executing the required work and in operating the required equipment.

1.13. SCHEDULING

A Coordinate with the Contracting Officer’s Representative (COR) (660-5455) and/or Civil Engineering Work control (660-5327).

B Notify COR and Engineer at least 48 hours in advance of the beginning of any removal activity.

C Schedule work and operations to allow ample time for inspection.

Part 2 JOB DESCRIPTION

2.1. INTENT OF SPECIFICATION

A Building 90’s upper wall flashing sections have failed and continue to allow moisture into the building. These areas are located where the flat roof portions of the building meet upper wall sections as depicted in project drawings. The contractor shall alter these areas and be responsible for the following:

1 Remove necessary mortar brick courses to gain access to the thru wall flashing and wall cavity. Provide and install temporary braces to the upper remaining courses to prevent sagging and damage during performance of the work. Store removed veneer for reuse off from the roof.

2 Remove existing spray foam insulation, thru-wall and counter-flashing, Thermoplastic Polyolefin (TPO) and any other roofing/flashing components as required for installation for new stainless steel flashing and wall cavity work per project drawings.

3 Install new flashing/counter-flashing per project drawings. Install new mortar netting, grout, roofing, CMU veneer, weep holes and other wall/roof components per project drawings. Mortar, expansion joints, and veneer CMU to match existing. Do not stage palletized veneer CMU or concentrate veneer CMU in any one area on the roof.

4 Base-Flashing a Extend up vertical surfaces of the flashing not less than 8 inches and not less than

4 inches under the roof covering. Where finish wall coverings form a counter-flashing, extend the vertical leg of the flashing up behind the applied wall covering not less than 6 inches. Overlap the flashing strips with the previously laid flashing not less than 3 inches. Horizontal flashing at vertical surfaces must extend vertically above the roof surface and fastened at their upper edge to the deck a minimum of 6 inches on center with hex headed, galvanized shielded screws a minimum of 2-inch lap of any surface. Solder end laps and provide for expansion and contraction. Install and fit the flashings so as to be completely weather-tight.

Provide factory-fabricated base flashing for interior and exterior corners.

5 Counter-Flashing a Except where indicated or specified otherwise, insert counter-flashing in reglets located from 9 to 10 inches above roof decks, extend down vertical surfaces over upturned vertical leg of base flashings not less than 3 inches. Fold the exposed edges of counter-flashings 1/2 inch. Where stepped counter-flashings are required, they may be installed in short lengths a minimum 8 inches by 10 inches or may be of the preformed one-piece type. Provide end laps in counter-flashings not less than 3 inches and make it weather-tight with plastic cement. Do not make lengths of metal counter-flashings exceed 10 feet. Form the flashings to the required shapes before installation. Factory-form the corners not less than 12 inches from the angle. Fill caulked-type reglets or raked joints which receive counter-flashing with caulking compound. Turn up the concealed edge of counter-flashings built into masonry or concrete walls not less than 1/4 inch and extend not less than 2 inches into the walls. Install counter-flashing to provide a spring action against base flashing. Where bituminous base flashings are provided, extend down the counter flashing 4 inches from top of thru-flashing. Factory form counter flashing to provide spring action against the base flashing.

6 Any components to be removed shall be properly disposed of by the contractor. Any material to be re-used that is damaged by removal shall be replaced with new, at the expense of the contractor. The contractor is responsible for the relocation of any utilities and structures impeding the work contained herein. If any such utility is required to be disconnected/relocated, the contractor shall notify the COR 7 calendar days in advance.

Base Bid A Repair of approximately 3,240 SF of approximately 5” thick asphalt pavement, with 5” of new hot mix asphalt pavement, at multiple base parking lot and drive locations.

B Repainting of identified markings on the base’s Road and Parking Lot surfaces, to include:

1. Yellow Roadway Centerline striping with glass beads.

2. Yellow Road Marking striping with glass beads.

3. Yellow Munitions Storage Area Building Clear Zone striping with glass beads.

4. Yellow Parking Space striping.

5. White Road Marking striping with glass beads.

6. White Stop Bar striping with glass beads.

7. White Crosswalk striping with glass beads.

8. Red Parking Restriction striping with glass beads.

9. Approx. 5’ tall White Letters and Directional Arrows with glass beads.

10. 12” tall Yellow Letters.

11. Approx. 3’ tall Yellow Handicap Symbols.

Bid Option 1

A Repair of approximately 75 LF of cracks in concrete at Vehicle GRAB Barrier utilizing Epoxy Resin sealant.

Bid Option 2 A Bid Option 2 - Bituminous pavement hot poured crack sealing on base Roads and Parking Lots as directed by project COR. Contractor to provide 5 working days (40 hours) of placement.

Bid Option 3 A Bid Option 3 – Rebuild of approximately 3788 SF bituminous pavement area behind B310 at dining hall loading dock.

NOTE: Contractor shall create for use, and provide to the VTANG at project close out all templates required for project work.

A This project involves installation of upgraded HVAC equipment and ductwork in Building 410 at the Vermont Air National Guard. See project plans for complete work requirements. All work shall be in accordance with the project plans and specifications. Work under this contract includes but is not limited to the following.

1 Install new unit heater UH-1, new pump P-9, associated piping and appurtenances in mechanical room 118.

2 Install new heat pump HP-19 and associated piping, ductwork and appurtenances.

3 Install new exhaust fan EF-4 serving men’s restroom 111 and women’s restroom 112.

A This project involves upgrading shop lights in Building 300, 312 and 314. See project plans for complete work requirements. All work shall be in accordance with the project plans and specifications. For project intent and execution related to CURZ202308 Shop Light Upgrades, see attachment Section 265100 – Interior Lighting. This project is broken up into the following bid options. There is no Base Bid for CURZ202308 Shop Light Upgrades, only Bid Options.

Bid Option 4 Upgrade shop lighting in Building 300 per attached project plans and specifications.

Bid Option 5 Upgrade shop lighting in Building 312 per attached project plans and specifications.

Bid Option 6 Upgrade shop lighting in Building 314 per attached project plans and specifications.

2.2. SYSTEM COORDINATION AND SINGLE SOURCE RESPONSIBILITY

A All equipment and materials shall be subject to the Engineer’s review and shall not be purchased or manufactured until the review is complete with an approved AF Form 3000 provided by the Contracting officer.

2.3. QUALITY ASSURANCE

A The Contractor shall maintain quality in design and workmanship as well as materials used in manufacture of equipment supplied. All equipment supplied under this Contract shall be of new manufacture.

B For Quality Assurance specifications related to CURZ202308 Shop Light Upgrades, see attachment Section 265100 – Interior Lighting.

2.4. DRAWINGS

B90 A-1 Roof Plan and Details

Base Road and Parking Lot Line Striping – OVERALL Base Road and Parking Lot Line Striping - NORTH Base Road and Parking Lot Line Striping - CENTER Base Road and Parking Lot Line Striping – MAINGATE Base Road and Parking Lot Line Striping - SOUTH Base Road and Parking Lot Line Striping – MSA Repair Base Pavements-Repair Pavement – OVERALL Repair Base Pavements-Repair Pavement – NORTH BASE AREAS Repair Base Pavements-Repair Pavement – CENTER OF BASE AREAS Repair Base Pavements-Repair Pavement – B300 PARKING LOT Repair Base Pavements-Repair Pavement – SOUTH BASE AREAS Repair Base Pavements-Repair Pavement – B319 DRIVEWAY Repair Base Pavements-Repair Pavement – BID OPTION 1 Repair Base Pavements-Repair Pavement – BID OPTION 3 Repair Base Pavements-Repair Pavement – REPAIR DETAIL

VTANG SF HVAC Upgrades M1.1 VTANG SF HVAC Upgrades M1.2 VTANG SF HVAC Upgrades M1.3

Building 300 lighting E-300

Building 312 lighting E-312 Building 314 lighting E-314

2.5. GUARANTEE

A All equipment and installations shall be guaranteed against defects in material and workmanship for a period of one year from the date of Government's final inspection and acceptance to the effect that any defective equipment shall be repaired or replaced without cost or obligation to the Government.

Part 3 MATERIALS

3.1. Provide materials as detailed on the drawings and the following items not detailed on the drawings:

A Flashing and Sheet Metal

1 Finished sheet metalwork will form a weather-tight construction without waves, warps, buckles, fastening stresses or distortion, which allows for expansion and contraction.

Stainless steel, ASTM A167, Type 304 or 316, 0.015 inch thick, No. 2D finish. Splices and corners to be soldered for continuous flashing.

B Weep Hole Ventilators

1 Weep hole ventilators shall be prefabricated aluminum, sized to form the proper size opening in head joints. Provide aluminum inserts with grill or screen-type openings designed to allow the passage of moisture from cavities and to prevent the entrance or insects. Ventilators shall be sized to match modular construction with a standard 3/8 inch mortar joint.

C Grout and Ready-Mixed Grout

1 Grout shall conform to ASTM C476, coarse. Cement used in grout shall have a low alkali content. Grout slump shall be between 8 and 10 inches. Minimum grout strength shall be 2000 psi in 28 days, as tested by ASTM C1019. Do not change proportions and do not use materials with different physical or chemical characteristics in grout for the work unless additional evidence is furnished that the grout meets the specified requirements.

Ready-Mixed grout shall conform to ASTM C94/C94M.

D Admixtures for Grout

1 In cold weather, a non-chloride based accelerating admixture may be used subject to approval; accelerating admixture shall be non-corrosive, shall contain less than 0.2 percent chlorides, and shall conform to ASTM C494/C494M, Type C. In general, air-entrainment, anti-freeze or chloride admixtures shall not be used except as approved by the Contracting Officer.

E Grout Barriers

1 Grout barriers for vertical cores shall consist of fine mesh wire, fiberglass, or expanded metal.

F Exterior Sealants

1 For joints in vertical surfaces, provide ASTM C920, Type S or M, Grade NS, Class 25, Use NT. For joints in horizontal surfaces, provide ASTM C920, Type S or M, Grade P, Class 25, Use T. Use black for color at expansion and control joints, and match adjacent surface colors at all other applications.

G Fasteners

1 Use the same metal or a metal compatible with the item fastened. Use stainless steel fasteners to fasten dissimilar materials.

Provide materials as detailed on the plans

Provide materials as detailed on the plans

For Product specifications related to CURZ202308 Shop Light Upgrades, see attachment specification Section 265100 – Interior Lighting.

Part 4 EXECUTION

4.1. CONTRACTOR FURNISHED SERVICES

A The Contractor is responsible for all work, labor, tools, equipment, materials, scheduling, Hazardous materials permits and coordination, other permits associated with performing the work either solely or filed jointly with VTANG, for the completion of all work elements described in Part 2.

4.2. ADDITIVE BID ITEMS

A None

4.3. GOVERNMENT FURNISHED EQUIPMENT (GFE)

A None.

4.4. GOVERNMENT FURNISHED SERVICES

A None.

4.5. SUBMITTAL LIST

A Proposed Work Schedule

1. Include approximate dates needed for airfield access, if required

B Proposed Laydown Area C Foreign Object Debris (FOD) Protection Plan D Proposed demolition/temporary veneer CMU support Plan E Shop Drawings

1. Thru-wall Flashing

2. Counter-Flashing

F Cut-sheets/Product Data Sheets

1. Mortar

2. Mortar Netting

3. Flashing

4. Counter-Flashing

5. Water Block Sealant

A Marking Paint B Glass beads C Bituminous Pavement Wearing Course D Bituminous Pavement Binder Course E RS-1 Tack coat F Bituminous Pavement hot poured crack sealant G Epoxy Resin concrete crack sealant

A Proposed Work Schedule B Provide all submittals as required per Div. 15000 – Mechanical Specifications on Drawing

M1.3.

A For Submittal specifications related to CURZ202308 Shop Light Upgrades, see attachment specification Section 265100 – Interior Lighting.

4.6. AS-BUILTS

A The Contractor shall maintain at the job site two sets of full-size prints of the contract drawings, accurately marked in red with adequate dimensions, to show all variations between the construction actually provided and that indicated or specified in the contract documents, including buried or concealed construction. Special attention shall be given to recording the horizontal and vertical location of all buried utilities that differ from the final government-accepted drawings. Existing utility lines and features revealed during the course of construction, shall also be accurately located and dimensioned. Variations in the interior utility systems shall be clearly defined and dimensioned; and coordinated with exterior utility connections at the building five-foot line, where applicable. Existing topographic features which differ from those shown on the contract drawings shall also be accurately located and recorded. Where a choice of materials or methods is permitted herein, or where variations in scope or character of methods is permitted herein, or where variations in scope or character of work from that of the original contract are authorized, the drawings shall be marked to define the construction actually provided. The representations of such changes shall conform to standard drafting practice and shall include such supplementary notes, legends, and details as necessary to clearly portray the as-built construction. These drawings shall be available for review by the Contracting Officer at all times.

B Show on the as-built drawings, but not limited to, the following information:

A. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, show by offset dimensions to two permanently fixed surface features the end of each run including each change in direction on the record drawings. Locate valves, splice boxes and similar appurtenances by dimensioning along the utility run from a reference point. Also record the average depth below the surface of each run.

B. The location and dimensions of any changes within the building structure.

C. Layout and schematic drawings of electrical circuits and piping. Correct grade, elevations, cross section, or alignment of roads, earthwork, structures or utilities if any changes were made from contract plans.

D. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to shop drawings, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

E. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

F. Changes or Revisions which result from the final inspection.

G. Where contract drawings or specifications present options, show only the option selected for construction on the working as-built markup drawings.

H. If borrow material for this project is from sources on Government property, or if

Government property is used as a spoil area, furnish a contour map of the final borrow pit/spoil area elevations.

I. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

J. Changes in location of equipment and architectural features.

K. Modifications (include within change order price the cost to change working as-built markup drawings to reflect modifications) and compliance with FC 1-300-09N procedures.

L. Actual location of anchors, construction and control joints, etc., in concrete.

M. Unusual or uncharted obstructions that are encountered in the contract work area during construction.

N. Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

4.7. RECORD DRAWINGS

A Upon completion of the work, both sets of the marked up (as-built) prints shall be certified as correct, signed by the Contractor, and delivered to the Contracting Officer for their approval before acceptance. Requests for partial payments will not be approved if the marked prints are not kept current, and request for final payment will not be approved until the marked prints are delivered to the Contracting Officer.

B The ANG utilizes the following software applications to create, edit and manage electronic data. All electronic data deliverables created under this contract shall be delivered in a format compatible with the following applications:

Functional Area Software Application Office Productivity Microsoft Office 2007 (Professional Edition) Document Publishing Adobe Acrobat 8 or later Desktop GIS ESRI ArcGIS 10.0 or later Computer-Aided Design/Drafting AutoCAD MAP 3D 2012 or later

1. Text and Spreadsheet Documents

Reports and other text documents, both draft and final versions, shall be provided in a Microsoft Word format AND Adobe Portable Document Format (PDF) to facilitate Government review and retention. Spreadsheet files shall be provided in Microsoft Excel format.

2. Relational Databases

Databases shall be provided in Microsoft Access format, unless otherwise specified, as approved by the Government. Prior to database development, the Contractor shall provide the Government with a Technical Approach Document for approval, which describes the Contractor’s technical approach to designing and developing the database.

3. Map Figures All map figures shall be produced using geospatial data. In addition to the delivery of the final figure (*.pdf or *.jpg), the map template (*.mxd) shall also be delivered.

4. Geospatial Datasets Datasets used to create digital map figures as part of this deliverable shall be placed in the following folders (only folders with data should be created):

Project – Data layers developed or modified as a requirement for this contract. These data layers shall be developed in accordance to the standards listed below.

CIP – The geodatabase or CAD files obtained from the base or ANG used for the base map in the map figures. This data shall be used as is and shall not be modified without the approval from the

ANG GIO.

External Sources – Data layers obtained from external sources such as commercial (excluding the ESRI dataset), local, state, and other Federal Agencies. The Contractor shall ensure that the metadata information is accurate and conform to the ANG GIO metadata standards. The Contractor shall utilize and deliver this dataset in its original format.

CAD – Any CAD files used with the available base map data. This data is not required to be in SDSFIE unless the data conversion is required in the contract.

GPS – Original files generated by the GPS equipment. This folder shall be included in the final deliverable.

5. Data Format Digital geographic maps and the related data sets shall be developed using double precision, and the data sets shall be delivered in one of the following formats (in order of preference):

Personal GeoDatabase format for ArcGIS 10.0 or later ArcGIS 10.0 Shapefile (.shp) format

ArcGIS is a geographic information system (GIS) software suite developed by the Environmental

Systems Research Institute (ESRI) of Redlands, California, and comprises the software used to support ANG GeoBase integration efforts. Any deviation from this established standard shall require prior written approval.

6. Geospatial Data Standards The Contractor shall develop all geographic information in a structure consistent with the Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE), Version 2.6. At a minimum, all developed data will be required to contain valid primary key identifiers, and other SDSFIE attributes, as requested.

Electronic copies of the Standard are available from SDSFIE’s Internet homepage at URL address: http://www.sdsfie.org. Electronic copies of the standard may also be acquired by contacting the ANG Geo Integration Office.

The Contractor is instructed to use the SDSFIE personal geodatabase builder in the SDSFIE toolset. This will create a compliant personal geodatabase from which the Contractor can populate the mandatory attributes, including primary and foreign key fields.

The Contractor shall submit a written request for approval of any deviations from the Government’s established GIS standard. No deviations from the Government’s established GIS standard will be permitted unless prior written approval of such deviation has been received from the Government.

8. Projection and Datum Standards All geographic data shall be stored in a coordinate system specified by the Base Civil Engineer (BCE). The specified coordinate system shall be that which is used for existing base mapping efforts, and must also be a projected coordinate system. If a coordinate system is not specified by the BCE then all geospatial data developed shall use the World Geodetic System of 1984 (WGS84) datum, and the North American Vertical Datum of 1988 (NAVD88). The projection, datum and coordinate system must be defined and then documented in the metadata for both CADD and GIS and provided whenever the data is submitted. Data deliverables shall integrate directly with existing base mapping products without post-processing of any kind. All ESRI shapefile deliverables shall include a projection file (*.prj). Acceptable shape geometry includes:

polygon, polyline, point, polygon Z, polyline Z, and point Z.

9. Accuracy Standards Geospatial data can be collected from existing digital or hardcopy sources, from satellite or aerial imagery, or through field collection. The preferred accuracy for coordinates defining features is 1 Feet/.3 Meters or better - 3.25ft /1 m Root Mean Square Error (RMSE). The Subject Matter Expert (SME) for the primary functional dataset will be consulted when making determination as to valid and preferred sources. Valid sources for geospatial data development are described below:

Field Survey – The use of Global Positioning Survey (GPS) or other survey equipment to directly capture geospatial features from the field.

Computer Aided Design (CAD) – The conversion of geospatial features from spatially referenced digital CAD files. These are, typically, real property master plans, construction design, or as-built drawings.

Imagery – The “heads up” digitization or extraction of features from orthorectified digital imagery (aerial or satellite platforms).

Hardcopy Documents – The manual digitization of hard copy (non-electronic) documents or the heads up digitization/raster vector conversion of soft copy documents. To be geo-referenced, the map must include bench mark points or spatially referenced locations.

The level of spatial accuracy should depend on the application of the data. For example, Real Property geospatial features that will require measurements in the Real Property Inventory Requirements (RIPR) model should be mapped with the highest possible accuracy.

Map or drawing scales shall be determined by the Base Civil Engineer. Recommended A/E/C/ Surveying and Mapping Standards of the Federal Geographic Data Committee’s (FGDC) “Geospatial Positioning Accuracy Standards Part 4: Standards for A/E/C and Facility Management”.

Mapping accuracy for the agreed scales shall conform to the FGDC “Geospatial Positioning Accuracy Standards Part 3: National Standard for Spatial Data Accuracy”.

Copies of the FGDC Accuracy Standard can be obtained by contacting:

FGDC Secretariat c/o U.S. Geological Survey 590 National Center Reston, Virginia 22092

(703) 648-5514

FGDC standards can also be found on the Internet at: http://www.fgdc.gov

10. Geographic Data Documentation For each geospatial digital file delivered containing geographic information (regardless of format), the Contractor shall deliver the file in one of the following formats (in order of preference):

ANG GIO metadata standards (see below)

FDGC Content standard for digital geospatial metadata (CSDGM), revised June 1998.

Copies of the FGDC metadata standard can be obtained by contacting:

FGDC Secretariat c/o U.S. Geological Survey 590 National Center Reston, Virginia 22092

(703) 648-5514

FGDC standards can also be found on the Internet at: http://www.fgdc.gov

11. Data Transfer All electronic data submittals shall be delivered on compact disk (CD-ROM) or digital video disc (DVD) with read-only memory in ISO-9660 format. The Contractor shall include information and the means required (if necessary) for the retrieval of the archived data from the CD-ROM.

All electronic media deliverables shall be permanently labeled and include, at a minimum, the following information:

The Contract Number (and Delivery Order Number if applicable) and date.

The format and version of operating system software.

The name and version of utility software used for preparing (e.g., compression/decompression) (if applicable) and copying files to the media.

The sequence number of the digital media.

A list of the filenames on the digital media (as space on the label permits).

Each CD-ROM or DVD shall include an ASCII text file labeled README.TXT. The README file is to describe the contents of the disc (e.g. file names, data dictionary, file contents, etc.) and any other pertinent information that may be required by the Government.

12. Data Review Methodology Digital geographic maps, related data, and text documents shall be included for review in the draft and final contract submittals. The reviews shall include a visual demonstration of the data on one of the computer systems located at the Government’s facility. The Government shall conduct actual loading of the data to the ANG GIO enterprise server environment.

Data shall be analyzed for subject content and system compatibility. The Contractor, prior to approval of the final submittal, shall incorporate review comments to data and text.

For GIS data deliverables, the Government shall review the geographic data structure and may make recommendations on changes necessary to the structure prior to acceptance of data for subject content, system compatibility, and to ensure compliance with SDSFIE (including appropriate SDSFIE version at the time of data submission) and metadata standards. The Contractor, prior to the approval and acceptance of the final submittal, shall incorporate review comments to data and text. The Contractor will incorporate the necessary changes to data until the data meets the appropriate standards of acceptability.

OWNERSHIP

The Government, for itself and such others as it deems appropriate, will have unlimited rights under this contract to all information and materials developed under this contract and furnished to the Government and documentation thereof, reports, and listings, and all other items pertaining to the work and services pursuant to this agreement including any copyright. Unlimited rights under this contract are rights to use, duplicate, or disclose text, data, drawings, and information, in whole or in part in any manner and for any purpose whatsoever without compensation to, or approval from, the Contractor. The Government will at all reasonable times have the right to inspect the work and will have access to and the right to make copies of the above-mentioned items. All text, electronic digital files, data, and other products generated under this contract shall become the property of the Government. By reference, the following DFAR clauses are included in this contract as a part of the requirements herein:

DFAR 252.227-7013, “Rights in Technical Data - Noncommercial Items.”

DFAR 252.227-7017, “Identification and Assertion of Use, Release, or Disclosure Restrictions.”

DFAR 252.227-7020, “Rights in Special Works.”

DFAR 252.227-7028, “Technical Data or Computer Software Previously Delivered to the Government”

DFAR 252.227-7037, “Validation of Restrictive Markings on Technical Data.”

DFAR 252.227-7025, “Limitations on the Use or Disclosure of Government-Furnished Information Marked with Restrictive Legends.”

DFAR 252.227-7014, “Rights in Noncommercial Computer Software and Noncommercial Computer Software Documentation.”

REFERENCES

CADD/GIS Technology Center, A/E/C CAD Standard (ERDC/ITL TR-12-6), 2015.

CADD/GIS Technology Center, Spatial Data Standards for Facilities, Infrastructure and Environment, 2006.

Federal Geographic Data Committee (FGDC) Standard 001-1998, Content Standards for Digital Geospatial Metadata (CSDGM) Version 2.

FGDC Standard 007.3-1998, Geospatial Positioning Accuracy Standards, Part 3: National Standard for Spatial Data Accuracy.

FGDC Standard 007.4-2002, Geospatial Positioning Accuracy Standards, Part 4: Standards for Architecture, Engineering, and Construction (A/E/C) and Facility Management.

ANG GIO Metadata Standards

ANG Metadata Standards for Vector Data

ANG GIO will publish and maintain the ANG GIO Metadata Standards document. The document will be based on and adhere to Headquarters Air Force CSDGM metadata profile while ensuring that it also adheres to the translation requirements of the Defense Installation Spatial Data Infrastructure Group (DISDIG) Metadata Profile. The ANG GIO Metadata Standards document will include the minimum required elements to best serve the ANG user community and maintain compliance with DoD standards. Thus, ANG GIO Vector Metadata specifications will adhere to the standards established in the Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM).

As previously mentioned the ANG GIO Metadata Profile will also include translation and authoring tools for migration and quality assurance to the DISDI Geospatial Metadata Profile (DGMP) and the North American Profile (NAP). The ANG GIO Program Office will maintain configuration management and certification requirements for these COTs tools as related to Air Force Information Assurance.

ANG Metadata Standards for Imagery

The ANG GIO is coordinating with the DISDIG to develop metadata standards for raster data sets, including satellite imagery, orthophotography, DTM, and others. This effort is not complete at the time of this writing. Until a DoD requirement is established, ANG GIO Raster Metadata specifications will adhere to the standards established in the Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM).

Attachments

General 158th Fighter Wing Environmental Commitment Statement HAZMART Contracting Memo V2 092717

CURZ202302 B90 Flashing repair A Project Drawings B Project photos

B90 Photo 1.JPG B90 Photo 2.JPG B90 Photo 3.JPG B90 Photo 4.JPG B90 Photo 5.JPG

CURZ202304 Repair Base Pavements A Project Drawings

CURZ202307 B410 HVAC Repair A Project Drawings

CURZ202308 Shop Light Upgrades A Project Drawings B Specification – SECTION 265100 – INTERIOR LIGHTING

A B

2020 Consolidated Projects

Table of Contents Plans and Attachments

General

A 158th Fighter Wing Environmental Commitment Statement B HAZMART Contracting Memo V2 092717

A Project Drawings B Project photos

B90 Photo 1.JPG B90 Photo 2.JPG B90 Photo 3.JPG B90 Photo 4.JPG B90 Photo 5.JPG

B Specification – SECTION 265100 – INTERIOR LIGHTING

General A 158th Fighter Wing Environmental Commitment Statement B HAZMART Contracting Memo V2 092717

DEPARTMENT OF THE AIR FORCE

158TH FIGHTER WING (ACC)

SOUTH BURLINGTON VERMONT

18 December 2018

MEMORANDUM FOR Environmental Management System File/Deputy Base Civil Engineer

FROM: 158FW Environmental Management Office/Peter Dufault

SUBJECT: Contractor Hazardous Material Management Process

REF: a) VTANG Multiple Award Task Order Contract (MATOC) Master Contract

b) AFI 32-7042 Waste Management

c) 158th Fighter Wing Environmental Management System

1. Contracted entities bringing hazardous materials on the Vermont Air National Guard Base for use in construction projects must first provide the quantities and types to the Hazardous Materials Pharmacy Manager located in Building 75. For reference, this requirement may be reviewed on page 74, section 1.41 of the MATOC Master Contract. Common examples of hazardous materials include but are not limited to the following:

a. Petroleum based liquids/gases (gasoline, kerosene, diesel, propane, butane, acetylene)

b. Adhesives and glues

c. Volatile Solvents

d. Liquid Sealants

2. The Environmental Management Office will work cooperatively with the Base Civil and Deputy Civil Engineers to ensure contractor awareness of hazardous material reporting requirements prior to commencement of construction projects.

3. Additional language for future Scopes of Work may also contain the following: “When contractors bring hazardous materials onto the Vermont Air National Guard Base, including but not limited to paints, solvents and glues, this information shall be provided to the HAZMART Pharmacy Manager located in Building 75. The POC for this information is TSgt Zack Sweeney who may be reached at 802-660-5945 or via email at zachary.a.sweeney.mil@mail.mil. In addition to the types and quantities of chemicals, the period chemicals are on base must be specified.”

4. The above efforts support a current objective and target under our Environmental Management System (EMS): improved hazardous material management on the installation that includes contractor reporting.

5. We discussed the Air Program Information Management System (APIMS) module contained within our Enterprise Environmental Safety and Occupational Health-Management Information System (EESOH-MIS), which contains reporting metrics in support of the Air Emissions Inventory (AEI) reviewed annually by state and federal agencies. The State of Vermont mailto:zachary.a.sweeney.mil@mail.mil

18 December 2018 HAZMAT Tracking Memo calculates fees based off based total tonnage of air emissions reported; thus we want to ensure all reporting data is accurate.

6. TSgt Sweeney should be receiving the quantities and types of chemicals directly from the contractors. Please see paragraph 3 for actual contract language that could be added to a SOW.

7. SSgt Tyson Schenawolf (660-5945) will be assisting TSgt Sweeney on an as-needed basis with the HAZMART Pharmacy.

Peter D. Dufault, Civilian, VTANG State Environmental Officer

CURZ202302 B90 Flashing Repair A. Project Drawings

B90 A-1 Roof Plan and Details B. Photographs

B90 Photo 1.JPG B90 Photo 2.JPG B90 Photo 3.JPG B90 Photo 4.JPG B90 Photo 5.JPG

EXISTING CMU VENEER AND

RIGID INSULATION BELOW THRU

WALL FLASHING TO REMAIN

NEW 24 GA. STAINLESS STEEL

THRU-WALL FLASHING SET IN

CONTINUOUS BEAD OF WATER

BLOCK SEALANT, WELDED

OVERLAP JOINTS EVERY 8'-0"

O.C. MAX

NEW MORTAR NETTING

REINSTALL CMU VENEER

W/ NEW VENEER

ANCHORS @ 24" O.C.

NEW 24 GA. STAINLESS STEEL 2 PIECE

METAL COUNTER FLASHING W/ WELDED

OVERLAP JOINTS EVERY 8'-0" O.C. MAX

NEW WEEP VENTS @ 24" O.C.

FILL JOINT W/ CONTINUOUS SEALANT

REINSTALL REMOVED VENEER CMU

NEW MORTAR TO MATCH ADJACENT

EXISTING TPO ROOF AND

COVER BOARD TO REMAIN

TAPERED PERIMETER INSULATION

ON TOP OF 6" POLYISOCYANURATE

INSULATION TO REMAIN

EXISTING STRUCTURAL DECK

TO REMAIN

EXISTING STRUCTURAL FRAMING

TO REMAIN

EXISTING CMU VENEER AND

SPRAY INSULATION BELOW THRU

WALL FLASHING TO REMAIN

REMOVE EXISTING THRU WALL

FLASHING AND COUNTER

FLASHING ENTIRELY

TEMPORARILY REMOVE 1 OR 2 COURSES AS

REQUIRED FOR INSTALLATION OF STAINLESS

STEEL FLASHING, CONTRACTOR SHALL

REMOVE ONLY AS MUCH BLOCK AS

NECESSARY PROVIDE TEMPORARY SHORING

OF CMU VENEER AS REQUIRED TO PREVENT

CMU VENEER FROM CRACKING OR SAGGING

REMOVE PORTION OF

EXISTING SPRAY INSULATION AS

REQUIRED FOR INSTALLATION

OF STAINLESS STEEL

FLASHING

REMOVE EXISTING CAVITY

DRAINAGE MATERIAL

SEAM FASTENING PLATE W/ 6" PRESSURE

SENSITIVE REINFORCED PERIMETER STRIP

AND COVER BOARD TO REMAIN

EXISTING TPO ROOF AND COVER BOARD

TO REMAIN

EXISTING STRUCTURAL DECK

TO REMAIN

EXISTING STRUCTURAL FRAMING

TO REMAIN

EXISTING CMU VENEER AND

SPRAY INSULATION BELOW THRU

WALL FLASHING TO REMAIN

REMOVE EXISTING THRU WALL FLASHING

AND COUNTER FLASHING ENTIRELY

TEMPORARILY REMOVE 1 OR 2 COURSES AS

REQUIRED FOR INSTALLATION OF STAINLESS

STEEL FLASHING, CONTRACTOR SHALL

REMOVE ONLY AS MUCH BLOCK AS

NECESSARY PROVIDE TEMPORARY SHORING

OF CMU VENEER AS REQUIRED TO PREVENT

CMU VENEER FROM CRACKING OR SAGGING

REMOVE PORTION OF

EXISTING SPRAY INSULATION AS

REQUIRED FOR INSTALLATION

OF STAINLESS STEEL

FLASHING

REMOVE EXISTING CAVITY

DRAINAGE MATERIAL

SEAM FASTENING PLATE W/ 6" PRESSURE

SENSITIVE REINFORCED PERIMETER

STRIP AND COVER BOARD TO REMAIN

TAPERED PERIMETER INSULATION ON TOP

OF 6" POLYISOCYANURATE INSULATION TO

REMAIN

WATERPROOF MEMBRANE

OVER CONT.

6"H x 8"D x 2'-0" LONG

AAC INSULATION TO

REMAIN

EXISTING CMU…