ASHE_16-1043_Tech_Specs_DB_rev01_July_18.pdf

Prepared and Submitted by:

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 16-1043

SUSTAIN FIRE TRAINING AIRCRAFT MOCKUP

AREA F, AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

PRE-FINAL DESIGN SUBMITTAL (60%)

Date: November 2017 - Revision 01: July 2018

A/E CONTRACT No.: FA5682-13-D-0004 D.O.: 0015

Prepared and Submitted by:

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

PROJECT ASHE 16-1043

SUSTAIN FIRE TRAINING AIRCRAFT MOCKUP

AREA F, AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE PRE-FINAL (60%) SUBMITTAL OF PROJECT ASHE 16-1043, I DECLARE THAT I HAVE ASCERTAINED THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN COMPLY

WITH THE APPLICABLE ITALIAN NORMS.

Date: November 2017 Revision 01: July 2018

Structural & Civil:

Arch. M. Cantagallo Ordine degli Architetti della Provincia di Frosinone No.338 ……………………………………………………………………………

Mechanical Systems:

Ing. Pierluigi Chiarello Ordine degli Ingegneri della Provincia di Roma No.24166, sez. A ……………………………………………………………………………

Electrical Systems:

Ing. Vincenzo De Stefano Ordine degli Ingegneri della Provincia di Roma No.10948, sez. A ……………………………………………………………………………

ASHE 16-1043

INDEX

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS 1-14

AF FORM 66 - SCHEDULE OF MATERIAL SUBMITTALS 15-21

REVISED MASTER SPECIFICATIONS 20-65

ADDITIONAL SPECIFICATIONS 66-130

SCHEDULE OF WORK ITEMS 134-179

ASHE 06-1043 AC1 1

SECTION AC1

SCOPE OF PROJECT AND APPLICABLE CONDITIONS

AC1-01 SCOPE OF PROJECT: The Scope of this Design and Build Project is “SUSTAIN FIRE TRAINING AIRCRAFT MOCKUP”, located in AREA “F”, Aviano Air Base, Italy.

The Fire Training Facility is located in Area "F" of the Aviano Air Base and is presently used by the Aviano Air Base Fire Department.

The existing aircraft mock-up trainer, facility No. 11982 is at the end of its life for what concern structure, burners, pipelines and controllers and it isn’t provided of any kind of certification, the existing facility was built in the 1997-1998s undergoing several modifications over the years.

The “Scope of Work” is to provide a new fully functional facility and also obtaining the certification (CPI) of the new facility by “Comando Provinciale VVF Pordenone”.

The new Fire Training will use, in compliance with DIN 14097-2, a Pilot flame system, and will have Manual (wired) and Remote control. The manual control panel board shall be similar to the existing one in order to have a typical management of fire trainings by Fire Brigade Personnel, similar to other military facilities.

The project includes structural, civil, mechanical, and electrical works.

Contractor shall provide the detailed executive/constructive design of CIVIL LAYOUT, AIRCRAFT MOCK-UP and of their RELATED SYSTEMS as included in PRE-FINAL DRAWINGS and in sections “PART I – DEMOLITIONS, REMOVALS AND

EXCAVATIONS, PART II – STRUCTURAL AND CIVIL WORK, PART III – MECHANICAL

WORK, PART IV - ELECTRICAL WORK AND PART V – AIRCRAFT MOCKUP AND SYSTEMS”

of PRE-FINAL TECHNICAL SPECS and will be responsible for its executive/constructive design, supply, and construction.

Contractor will start works only after the formal approval by Contracting Officer.

The configuration and outlook of the mock-up shall be able to reproduce the habitat of the fire and rescue scenario that are simulating.

Work to be performed includes but is not limited to the following items:

a. STRUCTURAL, AND CIVIL WORKS

Demolitions and Removals:

- Removal and disposal of the existing aircraft mockup steel structure including piping, burners, fittings and reinforced concrete foundations;

- Removal and store of gravel material from existing burn area;

- Removal of existing galvanized steel control stand including the removal of existing concrete foundations, control panel, piping and all mechanical and electrical fittings;

- Trench excavation for the installation of new system pipelines

- Demolition and removal of grounding pit, electrical manholes, water pits, drainage pits, and LPG concrete pits.

- Excavation in any kind of soil and compactness to provide new water

ASHE 06-1043 AC1 2

storage, holding tank and overflow drainage system.

- Partial demolition of reinforced concrete structures to provide slots for pipe crossing in the existing concrete burn area.

- Demolition and removal of existing concrete pad including buried tank and related piping and pits

- Scarification of 3 cm of the existing bituminous concrete wearing course in the compound area affected by excavations/demolitions.

- Demolition of existing LPG gas tank yard, including bituminous concrete apron for yard access. Existing tank shall be stored for subsequent reinstallation in new tanks yard by LPG gas supplier.

New Works:

- Construction of new reinforced concrete pavement for burn area renovation, including galvanized steel and concrete weir structure including repair of concrete areas damaged during demolition/removal works.

- Furnishing and installation of the new steel, corten type, aircraft mockup complete with internal and external burners and additional systems.

- Construction of new underground reinforced concrete water storage tank, including prefabricated gas separator tank and overflow drainage system.

- Construction of service duct for the placing of underground utilities, including draining and LPG trenches with HDPE lining to contain any propane gas contamination.

- Furnishing and installation of 3 mm diameter copper tracer wire along all polyethylene pipelines.

- Furnishing and installation of warning tape with sign indicating the buried utilities (Water, Gas, Electrical power, Drainage and Fire Suppression etc.)

- Construction of bituminous concrete pavement to restore surface disturbed by trench excavation.

- Furnishing and placing of top soil, 15 cm average thickness, grass seeding and fertilize the top soiled areas.

- Construction of 15cm thick reinforced concrete pad for the installation of prefabricated control box.

- Renovation of exiting reinforced concreter control room no longer in use.

- Construction of a new LPG gas tank yard in order to be in compliance with D.M. 14 May 2004, D.M. 5 July 2005 and D.M. 4 March 2014, Item includes the construction of a new bituminous concrete apron for yard access. Existing tank shall be reinstalled in new yard by LPG gas supplier.

ASHE 06-1043 AC1 3

b. MECHANICAL WORKS

Demolitions and Removals:

- Neutralization of all existing LPG piping and storage tanks, before any demolition work.

- Removal and disposal of existing LPG equipments fittings; existing mock-up LPG valves and burners; all others exposed piping; and buried piping interfering with new constructions and/or systems.

New Works:

- Removal and recollocation of existing no.2 LPG storage 3000 liters tanks including al work needed in accordance to DM 4/3/2014. This work should be carried out by the current LPG service provider and certified with all remaining works related to the LPG system.

- Furnishing and installation of new LPG liquid and gaseous distribution pipeline, buried or external and fittings: valves, safety valves, joints, pipe jacket, vents, anchors, grounding connections, etc..

- Furnishing and installation of new hot water LPG vaporizer including valves, pressure reducers and fittings.

- Connection of the external LPG feeding lines to the technical compartment of the mock-up. Piping, controls, valves, safety devices and all other LPG equipment and fittings inside the mock-up or related to internal or external burners shall be furnisched and engineered by the mock-up manufacturer.

- Furnishing and installation of new buried HDPE water piping for propane tank fire protection system.

- Furnishing and installation of fire protection piping fittings:

back-flow preventer, gate valves, check valves, freeze protections, etc.

- Furnishing and installation of above ground UNI70 hydrants.

- Furnishing and installation of Fire Department Connection.

- Furnishing and installation of new prefabricated water pump station with two vertical pumps type “turbine pumps” and related outdoor cabinet, complete of electrical systems, piping, valves, power and control panels and fittings.

- Furnishing and installation of new buried pipes in HDPE PE 100 SDR11

UNI EN 12201 and fittings for water supply systems.

- Furnishing and installation of new buried pipes in HDPE PE 100 SDR11 UNI EN 12201 and fittings for drain line from mock-up area.

- Furnishing and installation of new exposed galvanized steel water piping.

ASHE 06-1043 AC1 4

- Furnishing and installation of water piping fittings: gate valves, butterfly valves, joints, backflow preventer, pressure gauges, etc..

- Leak monitoring systems for LPG from buried piping;

- Furnishing and installation of concrete pits and manholes for below grade installed valves and fittings.

- Mechanical system testing.

c. ELECTRICAL WORKS

Demolitions and Removals:

- Removal and disposal of the existing electrical system components, conduits, wiring, panels, and fixtures.

New Works:

- Furnishing and installation of power distribution system, including a new electrical feeders and 2/4 ways cable ducts to supply the new system. New feeders shall originate from existing electrical substation.

- Furnishing and installation of the distribution panel DP.

- Furnishing and installation of exterior lighting system. The exterior lighting system will include lighting fixtures mounted on galvanized steel poles.

- Furnishing and installation of gas and Fire Alarm systems complete with gas detectors, smoke detectors, emergency push-buttons, audio-visual alarms, Control panel and signals transmitter.

- Furnishing and installation of new TVCC Camera within the mock-Up and connection up the portable PC at the new container control stand.

- Furnishing and installation of the grounding/equipotential system.

d. Aircraft Mockup

- Furnishing and installation of the new steel aircraft mockup complete with internal and external burners and igniters, smoke generator system, smoke extraction system, cladding of steel parts, gas detection system, temperature monitoring system, emergency lightings, emergency shut-off system, wired and wireless control system. The mockup manufacturer and of its mechanical and electrical systems shall provide to the Contracting Officer a list of at least three certified past performances regarding the construction of aircraft mockup and its related systems performed in last 10 years.

- 20’ prefabricated control room to house wired control system equipment (via PC);

ASHE 06-1043 AC1 5

- 3rd party certification and CE certification, operator training.

AC1-01a BASIS OF DESIGN

Contractor shall produce the executive-constructive design of the "SUSTAIN FIRE TRAINING AIRCRAFT MOCKUP AREA F, AVIANO AB, ITALY", meeting the requirements of the preliminary project documentation (60% submission), which includes:

Drawings Technical Specs Design Analysis Safety Plan Government and Construction Cost Estimate

AC1-01b DESIGN REQUIREMENTS

A. Performance Period

Works shall be completed in 365 (THREE HUNDRED SIXTY FIVE) calendar days, of which the first 45 (FORTY FIVE) calendar days shall be exclusively for design and site survey. Contractor will perform the site investigation to verify presence/location of all utilities and site existing condition and shall submit a prefinal design (90%) within 30 (THIRTY) days of notice to proceed (NTP).

The government will review and comment within 15 (FIFTEEN) calendar days.

the contractor will then have 15 (FIFTEEN) calendar days to insert comments, develop the design and submit a 100% design for review.

Government will have 10 (TEN) calendar days to approve the 100% design.

After final approval of the 100% design, the contractor shall start the construction within 10 (TEN) calendar days and the construction period shall be 285(TWO HUNDRED HEIGHTY FIVE) calendar days to accomplish the contract.

B. Submittal Requirements

Submittal requirements are as follows:

Prefinal (90%) submittal shall include:

1. All necessary drawings, in Italian and English, to describe the project and not less than included in section AC1-22.

2. Technical Specifications, including the following chapters:

AC1 - Scope of project and applicable conditions;

AF Form 66 - Schedule of material submittals;

Revised master specifications;

Additional specifications;

Schedule of work items;

3. Structural, Electrical and Mechanical Design AnalysIs, in English, complete with calculations and Norms.

ASHE 06-1043 AC1 6

4. Presentation of documents for obtaining the Fire Prevention Certificate (CPI) at the Pordenone Fire Department.

5. Other necessary items (catalog cuts, technical data, samples, etc.);

The following deliverables are required:

3(THREE) Copies of drawings;

2 (TWO)Copies of Technical Specifications 2(TWO)Copies of design analysis;

2(TWO) Copies of catalog cuts, tech data, samples, etc.;

2(TWO) Copy on CD of drawings, and technical data in pdf and editable format;

Final (100%) submittal shall include:

1. All 90% drawings and documents with all previous Government comments, changes or corrections and all final material selection.

2. Materials and equipment shall be submitted for approval;

The following deliverables are required:

- 4(FOUR)hard copies of drawings, technical specifications and all other documentations required in accordance with Italian Laws, stamped and signed by a professional engineer/architect registered in the Board of the Engineers/Architects. On the drawings cover sheet affix the following statement in dual languages: "HAVING REVIEWED THE PROJECT "ASHE 16-1043"

PERTAINING TO "SUSTAIN FIRE TRAINING AIRCRAFT MOCKUP AREA F,

AVIANO AB, ITALY" I DECLARE THAT I HAVE ASCERTAINED THAT THE

STRUCTURES AND THE TECHNOLOGICAL SYSTEMS INCLUDED THEREIN

COMPLY WITH THE APPLICABLE ITALIAN NORM" / "DOPO L'ESAME DEL

PROGETTO "ASHE 16-1043" RELATIVO A "RISTRUTTURAZIONE DELL’AREA

PER SIMULAZIONE INCENDI VELIVOLI AREA F BASE AEREA DI AVIANO,

ITALIA" DICHIARO DI AVER VERIFICATO CHE LE STRUTTURE E GLI

IMPIANTI TECNOLOGICI IN ESSO INCLUSI SONO CONFORMI ALLA

NORMATIVA ITALIANA VIGENTE". The certification statement will be stamped and signed by a certified professional engineer/architect registered in the Board of Engineers/Architects.

2(TWO) copy on CD for drawings, and technical data in pdf and editable format;

All documents shall be in “Microsoft© Word 2003” and “Adobe Acrobat 5.0” or following editions; All construction drawings shall be provided in ISO A1, “AUTOCAD© 2004” and “Adobe Acrobat 5.0” or followed editions.

The Contractor shall prepare and submit to the Contracting Officer copies of the minutes of all review comments; items discussed, Contractor answers to Government review comments, discussions, conclusions, agreements, etc.;

At the end of the work the Contractor shall provide the items included in paragraphs AC1-26 of this specification and in paragraphs 22, 12 and 13 of Additional Specification 01603 - "Fire Fighting Training Facility".

AC1-02 TECHNICAL SPECIFICATION: The following Sections of the Master

Specifications for construction projects of the Air Base in Aviano (PN), Italy, dated November 2005 and applicable modifications, shall be applicable to the present project, together with the List of Work Items to

ASHE 06-1043 AC1 7

be performed:

02722 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

02724 AGGREGATE BASE COURSE AND SAND SUBBASE COURSE

02741 BITUMINOUS CONCRETE PAVEMENT

02821 CHAIN LINK FENCES AND GATES

02921 TURF

02935 LANDSCAPE MAINTENANCE

15050 BASIC MECHANICAL MATERIALS AND METHODS

See Paragraphs AC1-23 and AC1-24 for other applicable specifications.

AC1-03 SUBMITTAL OF MATERIALS: In accordance with Paragraph 2.5 of the technical specification No. 01100/R, entitled “GENERAL CONDITIONS” of the Master Specifications, the materials listed in AF Form 66 shall be submitted as required by the time schedule indicated, for the approval by the Contracting Officer’s Technical Representative.

The Contractor shall provide, for all the materials that will be furnished and installed, a written certification, completed with catalog data from which shall be clear the total absence of toxic-noxious materials.

The number of copies will be as required on AF Form 66.

AC1-04 CONSTRUCTION AREA SCREENING: All construction sites and material storage areas shall be securely fenced around the entire perimeter within an area defined by the Contracting Officer’s Technical Representative.

Bilingual signs, "VIETATO L'INGRESSO - LAVORI IN CORSO / WORK AREA - NO ENTRY" shall be placed at the work area entry and along each side of the fencing. Fence type, height, and screening color should also be specified by the Base Civil Engineering (BCE). Fencing shall be completely secured at top and bottom to prevent access. Fences shall be screened with opaque screening material to prevent visibility inside the fenced area. Fences and screens shall be adequately staked and/or anchored to prevent blowing over during high wind conditions. Contractor shall not start installation of area screening until approved, in writing, by BCE. Contractor shall submit photos or samples of the screening material for approval by BCE.

The Contractor shall replace or repair in a timely manner, as determined by BCE, all fences and screening sections that have damage or develop unsightly rips or holes. At the end of the work or when exterior work requires it, temporary fencing shall be removed.

Night warning lights shall be installed to illuminate the work area, from sunset to dawn.

AC1-05 PROJECT SIGN: The Contractor shall furnish a project sign on site in accordance with Section 01101/R. The sign shall be made of a durable material and maintained in good condition. Lettering is to be white gloss, exterior-type enamel. The sign and posts shall be given one prime coat and two finish coats of dark brown gloss exterior enamel paint.

The sign shall be erected at the designated location and shall be maintained in good condition by the Contractor until completion of the contract. The sign shall remain the property of the Contractor and shall be removed from the site upon final inspection and acceptance of the facility. Contractor identification and logo shall be allowed only on this sign and nowhere else on the exterior of the job site, with the exception of company vehicles. There should be no signs for the purpose of advertising anywhere on the site. Contractors shall submit sign proposal to CE for approval.

AC1-06 JOB SITE MOBILIZATION: The Contractor shall submit a proposal to

BCE diagramming their construction site and all material storage areas in

ASHE 06-1043 AC1 8

locations separate from a construction site. The Contractor shall submit this plan 14 calendar days prior to the start of construction. Material mobilization and construction execution can not begin until the plan has been approved by the base. Jobsite utility connections are the responsibility of the Contractor and shall be coordinated through BCE.

Temporary overhead utility runs are prohibited. Contractor shall include a plan for supplying required utilities to their site in their proposal.

AC1-07 SAFETY: Contractor shall provide barricades, traffic control signs and construction safety signs that meet installation standards and comply with all applicable laws. Actual location, size and final arrangement of these items shall be discussed and approved by the BCE prior to installation. Such approved items shall be of uniform size, design and color. All cones, barricades, warning lights, temporary signs and protective devices shall conform to the current host nation requirements and the US Army Corps of Engineers Safety and Health Requirements Manual

EM 385-1-1.

AC1-08 HAZMAT/HAZWASTE HOUSEKEEPING: Prior to bringing any hazardous material onto the base, the Contractor must contact BCE to coordinate the storage and handling of all hazardous materials. Contractor is responsible for complying with all applicable environmental regulations and laws pertaining to the storage, handling, and transportation of hazardous materials and hazardous waste.

a. Hazardous materials: The Contractor shall identify all hazardous materials required for completion of the project.

b. Material Safety Data Sheets: The Contractor shall maintain, at the job site, available on request, English and Italian language versions of the Material Safety Data Sheets (MSDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work.

c. Hazardous Waste Management Plan: The Contractor shall provide an hazardous waste management plan.

d. Chemicals Materials: The Contractor shall ensure that hazardous materials utilized during construction do not contain any chemicals listed as EPA 17 toxins. A list of the EPA 17 toxins con be obtained from the 31st CES/CEV office.

e. Liquid, flammable or toxic substances: Any liquid, flammable, or any other toxic substances that are required for the execution of the works, shall be kept in properly labeled, special containers.

Relative data (quantity, characteristics and location) shall be transmitted to 31st CES/CEF or 31st CES/CEV through the Director of Works.

AC1-09 PRESERVATION OF EXISTING CONDITIONS: The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized by BCE to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound. The

ASHE 06-1043 AC1 9

Contractor shall return all areas disturbed during construction to their original condition before final acceptance by the base.

AC1-10 WORK SITE CONDITIONS:

a. Building Location: The building is located in area that requires special access procedures, therefore the Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the restricted areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

b. Administrative Containers: Containers required on site for administrative reasons (office space, conference space, break room) must be in like new condition and painted a color which coordinates with the base architectural plan and is approved by BCE, unless it is hidden by the opaque fencing material.

Administrative containers in need of painting and / or repairs or that are in an unsightly condition will not be allowed at the project site.

A nameplate, no greater than 0.5 meters X 0.5 meters in size, shall be displayed on the exterior of all trailers which lists the name of the Contractor’s company, 24-hour Contractor point(s) of contact (POC) and telephone number where they can be reached.

c. Material Storage: Storage containers will be in like new condition, and painted a color which coordinates with the base architectural plan and is approved by BCE, if it is not hidden by the opaque fencing material. Contractor shall display a nameplate on the exterior of all storage units with the name of the Contractor’s company, the Contractor’s point(s) of contact (POC) and telephone number where they can be reached. Storage of materials at the work site is at the Contractor’s risk. The use of private security guards on a job site shall be coordinated with base Security Forces and approved by the installation commander.

The Contractor shall not use any area(s) for material or equipment storage that has not been approved by BCE.

d. Loading and Unloading of Construction Materials and Equipment:

Unloading of materials will be allowed within the fenced work area.

Contractor's personnel, vehicles and equipment must not obstruct access roads to other buildings.

Temporary parking of vehicles, for loading or unloading materials and equipment is permitted in the proximity of the work area;

unless such operations will obstruct traffic flow.

e. Housekeeping and Site Cleanup: At the end of each working day, the Contractor shall be responsible for cleaning the area surrounding the building involved in the work.

Since the adjacent buildings are used every day, the Contractor shall provide that the surrounding areas are kept constantly clean and accessible, completely safe, and that the facilities are not in any way aesthetically damaged, even temporarily.

Such functions include disposal of accumulated waste materials and rubbish and other operations necessary to present a neat appearance at all times. Grass within the construction sites and material storage areas shall never exceed 10 cm in height. All rubbish and waste materials shall be placed in Contractor

ASHE 06-1043 AC1 10

furnished containers. Contractors shall ensure all light weight debris at the construction site is properly secured in waste receptacles so that it does not blow to another area or onto the airfield. During the laying of asphalt roads, streets and/or parking surfaces, areas soiled by residual asphalt shall be cleaned the same day.

AC1-11 AIRFIELD SAFETY TRAINING: The Contractor shall contact Airfield Management to receive flightline driver and airfield safety training prior to start of any work beginning on the flightline.

AC1-12 PARKING: Contractor or Contractor’s employees, including subcontractors, shall obey all traffic laws on installation. The Contractor shall park all vehicles, including heavy equipment vehicles, only in unobtrusive locations within the fenceline of the construction site or laydown areas. Every effort must be made to avoid parking vehicles or heavy equipment where it can be easily observed by the public. The Contractor shall not park outside the construction zone unless approved through BCE. The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1-13 ACCESS ROUTES: The Contractor shall provide a haul route plan for approval by BCE.

For road detour/closures the Contractor shall submit a written request to the Contracting Officer or his authorized representative for approval four

(4) weeks prior to his scheduled starting of work.

AC1-14 TRUCKING AND ROADS: Trucks loaded with loose material that can create a dust, debris or falling hazard shall be secured and covered.

Fasten suitable cover, such as tarpaulin, over the load before entering surrounding streets. The Contractor is solely responsible for spillage from their vehicles and such spillage shall be cleaned up immediately. All roads shall be maintained free of debris at all times. The Contractor is responsible for ensuring all haul routes and site access areas are maintained in a clean and orderly fashion, free from mud, debris and clutter at all times. Special consideration must be given to haul routes that cross active taxiways. No amount of debris at these locations shall be tolerated. The Contractor shall sweep these areas continuously as long as material deliveries are being made.

AC1-15 NOISE CONTROL: The Contractor shall comply with all applicable country, local, and installation laws, ordinances, and regulations relative to noise control, to include applicable base quiet hours.

AC1-16 EXCAVATIONS: Every trench/excavation shall be returned to its original condition within ten days of the original excavation; this may be extended to 30 days if approved by the BCE. Contractor shall phase trenching and excavation operations in order to comply. At minimum, Contractor shall restore the site to pre-excavation conditions. All soil stockpiles shall be hidden from view to the maximum extent possible. Prior approval by BCE is required if soil stockpiles are to remain exposed for long periods of time. Dust control measures are the responsibility of the Contractor and shall be implemented as directed by BCE. All road cuts must be approved by BCE prior to execution.

AC1-17 LAWN MAINTENANCE: Grassy areas disturbed by any type of construction work including storage, equipment staging, and material delivery areas shall be sodded, or hydroseeded, where required by BCE.

Sodding, or seeding, damaged areas should be accomplished at the earliest

ASHE 06-1043 AC1 11

planting season possible. Contractor shall be responsible for the successful growth and maintenance of all sodded, or seeded, areas under this contract for a period of thirty (30) days or three mowings after final acceptance of the work. All grass, shrubbery, and ornamental plants fenced by the construction site shall be maintained to base standards by the Contractor.

AC1-18 LAWN ESTABLISHMENT: Within seven (7) workdays of actual completion of work at contract site, the Contractor shall prepare all disturbed areas inside and outside of the fenced site for sodding, or hydroseeding, as provided in contract specifications. Contractor shall restore the site to a condition and appearance equal to or better than existing before the work occurred. Such restoration work will not be considered complete, and the facility not accepted, until approved by BCE.

Additionally, no seeding shall be authorized for lawn establishment, whether new, or for restoration purposes unless specifically authorized by

BCE .

AC1-19 CONSTRUCTION SITE RESTORATION: All Contractor owned items such as, but not limited to, stakes, traffic/safety cones, barriers, warning tape, erosion control fences, that are erected during construction, shall be removed entirely after completion of project and within five (5) days of Government acceptance of the project site. The Contractor, at his own expense, shall return to the site to remove any items left at or near the project site after this time period. All trailers, equipment/storage units, residual construction materials shall be removed also within five

(5) days of Government acceptance of the project site.

AC1-20 PROCEDURES AND WORK PHASES: Prior to starting any work the

Contractor shall submit a Work Plan for approval by the Contracting Officer.

AC1-21 SALVAGEABLE MATERIALS: In this contract are indicated materials and equipment to be removed and transported to storage area. It shall be the responsibility of the Contractor to remove salvageable items with maximum care to avoid any damages; and to transport them to the storage areas as indicated by the Contracting Officer’s Technical Representative.

It shall be the responsibility of the Contractor to provide containers for material disposal and/or transportation of the salvageable items.

All discarded materials shall be transported to an authorized public dump site by the Regional and National Regulation according to the typology of the related material.

Transportation of discarded materials shall be extended, to an authorized dump site, even if the dump site is located outside the authority limits of the Aviano City Council Territory.

AC1-22 CONSTRUCTION DRAWINGS: The following Construction Drawings complement this Technical Specification and are an integral part of the project documents:

DRAWING # SHEET DESCRIPTION

GENERAL

1 of 35 T-1 PROJECT TITLE SHEET AND MAPS 2 of 35 T-2 LIST OF DRAWINGS & LEGENDS

EXISTING CONDITIONS

3 of 35 EX-1 EXISTING CONDITIONS – SITE AND DEMOLITION PLAN

ASHE 06-1043 AC1 12

4 of 35 EX-2 EXISTING CONDITIONS - AIRPLANE MOCK-UP PLANS &

ELEVATIONS

5 of 35 EX-3 EXISTING CONDITIONS - AIRPLANE MOCK-UP SECTIONS 6 of 35 EX-4 EXISTING CONDITIONS - CONTROL STANDS RENOVATION

CIVIL

7 of 35 C-1 NEW CONDITIONS – SITE PLAN 8 of 35 C-2 NEW CONDITIONS – BURN AREA DETAILS 9 of 35 C-3 NEW CONDITIONS – BURN AREA DETAILS 10 of 35 C-4 NEW CONDITIONS – DETAILS 11 of 35 C-5 NEW CONDITIONS – WATER RECIRCULATION SYSTEM DETAILS 12 of 35 C-6 NEW CONDITIONS – DETAILS

STRUCTURAL

13 of 35 S-1 STRUCTURAL DESIGN DATA 14 of 35 S-2 NEW UNDERGROUND WATER STORAGE TANK

AIRCRAFT STRUCTURE

15 of 35 AS-1 TOP PLAN & NOTES 16 of 35 AS-2 ELEVATIONS & DETAILS 17 of 35 AS-3 ELEVATIONS 18 of 35 AS-4 FRAMING PLANS & SECTIONS 19 of 35 AS-5 SECTIONS 20 of 35 AS-6 SECTIONS 21 of 35 AS-7 VIEWS & SECTIONS

MECHANICAL

22 of 35 M-1 WATER AND FIRE HYDRANT SYSTEMS DIAGRAMS 23 of 35 M-2 FIRE HYDRANT AND BURN AREA WASHDOWN SYSTEMS 24 of 35 M-3 DRAIN SYSTEM DETAILS 25 of 35 M-4 WATER SYSTEM - BURN AREA & PUMP ROOM - DETAILS 26 of 35 M-5 COOLING SPRINKLER SYSTEM 27 of 35 M-6 LPG SYSTEM 28 of 35 M-7 LPG SYSTEM AND GROUND BURNERS 29 of 35 M-8 LPG SYSTEM AND MOCK-UP BURNERS

ELECTRICAL

30 of 35 E-1 NEW CONDITION - SITE PLAN 31 of 35 E-2 NEW CONDITION - AIRCRAFT MOCK-UP FIRE PLACE PLAN 32 of 35 E-3 NEW CONDITIONS - CONTROL BOARD DETAILS 33 of 35 E-4 NEW CONDITIONS - ELECTRICAL PANELS AND BLOCK DIAGRAMS 34 of 35 E-5 NEW CONDITIONS - GROUNDING SYSTEM PLAN 35 of 35 E-6 ELETRICAL DETAILS

AC1-23 ADDITIONAL SPECIFICATIONS: In addition to the Norms and

Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Additional Specifications shall apply to this project:

01603 AIRCRAFT FIRE TRAINIG CENTER

02776 LINING SYSTEM

15195 PROPANE PIPING

15486 FIRE TRAINING FACILITY WATER DISTRIBUTION SYSTEM

AC1-24 REVISED MASTER SPECIFICATIONS: In addition to the Norms and

Specifications contained in the Master Specifications as noted in Section AC1-02 of these Technical Specifications, the following Revised Master Specifications shall apply to this project:

ASHE 06-1043 AC1 13

01100/R GENERAL CONDITIONS

01101/R PROJECT SIGN

02220/R SITE DEMOLITION

02315/R EXCAVATION AND FILL

02510/R WATER DISTRIBUTION

03300/R CAST-IN-PLACE CONCRETE

05120/R STRUCTURAL STEEL

05500/R METAL FABRICATION

09900/R PAINTS AND COATINGS

15070/R MECHANICAL SOUND, VIBRATION AND SEISMIC CONTROL

15514/R LOW PRESSURE WATER HEATING BOILERS

16050/R BASIC ELECTRICAL MATERIALS AND METHODS

16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

16402/R INTERIOR DISTRIBUITION SYSTEM

16530/R EXTERIOR LIGHTING

AC1-25 ADDITIONAL NORMS AND STANDARDS: the designed utility will comply with the following codes and standards, where applicable:

- DIN 14097-2

Fire brigade training facilities - Part 2: Gas-operated representation appliances

- EN 746-2

Industrial thermo processing equipment – Part 2: Safety requirements for combustion and fuel handling systems

- Cei 64-8 Electrical systems with rated voltage not greater than 1000v Ac and 1500v Dc;

- DIN EN 10025-5

Hot rolled products of structural steels – Part 1: General technical delivery conditions

- IEC 60346

International wiring standard, Low voltage electrical installation

- 2014 / 68 / EU

Pressure Device Directive

AC1-26 FINAL ACCEPTANCE TEST & CERTIFICATIONS:

a. Once issued NTP, Contractor is required to contact CEAOR, phone 0434-305691, and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (DD1354 and category codes list CATCODE_LIST_2010 are available in engineering office during normal hour of operations). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

b. New mechanical and electrical equipment installed in civil site, external to burn area, shall have the required Italian Mark of Quality and shall conform to D.P.R. No. 459, dated 25 July 1996, with "C.E." Mark; and three copies of relevant certificates shall be furnished to the Contracting Officer for each item of equipment installed. Furthermore the electric equipment shall be in compliance with IEC 60346 – International Wiring Standard, the

ASHE 06-1043 AC1 14

Legislative Decree No. 81/08 and subsequent modifications which apply the Directive 93/68/CEE. Electrical tests shall comply with Low 37/08 and CEI 64/8 Norm.

c. At the end of the work, the Contractor shall provide the

Government with three copies of the following documents:

1. CE-certification of new Fire Training Unit, which includes Aircraft Mock-up and all its related systems included in burn area, provided by an independent third part assessment.

2. Final Acceptance Test Certifications for electrical and mechanical systems signed by a Registered Engineer to be selected from three candidates proposed by the Contractor to the Contracting Officer.

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SUBMITTAL NUMBERS

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MANUFACTURER

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COLOR SELECTION

MANUFACTURER

RACOMMENDATIONS

MANUFACTURER WARRANTY

CATALOG DATA

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3, , 2 5, REVISED SPECIFICATIONS

REVISED SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02315/R EXCAVATION AND FILL

SECTION 02510/R WATER DISTRIBUTION

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 05120/R STRUCTURAL STEEL

SECTION 05500/R METAL FABRICATIONS

SECTION 09900/R PAINTS AND COATINGS

SECTION 15070/R MECHANICAL SOUND, VIBRATION, AND SEISMIC CONTROL

SECTION 15514/R LOW PRESSURE WATER HEATING BOILERS

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16303/R UNDERGROUND TRANSMISSION AND DISTRIBUTION LINES

SECTION 16316/R SWITCHBOARDS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

SECTION 16530/R EXTERIOR LIGHTING

Section 01100/R 24

SECTION 01100/R

GENERAL CONDITIONS

PART 1 – APPLICABLE NORMS

Paragraph 1.1:

Delete:

a. UNI Norms – Demolition works; masonry works, pavement works, concrete reinforcement bars, structural steels, pipes, painting, plumbing, heating system and electrical system.

Add:

a. UNI Norms – Demolition works; masonry works, pavement works, concrete reinforcement bars, structural steels, pipes, painting, plumbing, heating system, fire protection system and electrical system.

c. Legislative Decree No. 494 dated 14 August 1996.

d. Legislative Decree No. 528 dated 19 November 1999.

c. Legislative Decree No. 81 dated 9 April 2008.

Paragraph 1.2.2

Replace “Law No. 46 dated 5 March 1990” with “Ministerial Decree 37/2007

Paragraph 1.2.3

a. Certificate of compliance for electrical systems in accordance with CEI regulations and with D.P.R. No.547 dated 27 April 1955 on accident prevention.

a. Certificate of approval of the grounding and lightning protection systems, in accordance to CEI Norms and D.P.R. No. 462/01.

Revise Paragraph "3.2 UTILITY CUT-OFF" as follows:

Delete "ten (10) days" and insert "three (3) weeks".

-- End of Section --

Section 01101/R 25

SECTION 01101/R

PROJECT SIGN

PART 1 - PROJECT SIGN

1.1 Scope

Furnish labor and material required for the construction and painting of a sign as shown on the attached sketch.

PART 2 - GENERAL

The Contractor shall identify the project by means of an appropriate sign mounted in a conspicuous area of the work site, as indicated by the Contracting Officer or his designated representative. The sign shall be erected within 10 days of initiation of work at the job site.

The sign shall contain the following information in English:

a. Project No.

b. Project description

c. Constructed under Supervision of Base Civil Engineering

d. Contracted by 31st Contracting Squadron

e. Contractor

f. Design Engineer

g. Inspector

h. Contract Management: 31 CONS Construction Flight

i. ERP Coordinates

Lettering of the sign will be as shown on the following sketch, and may be painted or stenciled directly on sign. The sign will remain the property of the Contractor, and shall be promptly removed upon completion of the project.

Section 01101/R 26

-- End of Section –-

Section 02220/R 27

SECTION 02220/R

SITE DEMOLITION

Add the following paragraph:

1.1.5 Electrical and Electronic Equipment Waste Disposal (RAEE)

Disposal of the Electrical and Electronic Equipment Waste (RAEE) shall be in compliance with Legislative Decree No. 151 dated 25 July 2005:

Accomplishment of the European Directive Relevant to the Electrical and Electronic Equipment Waste.

3.1 EXISTING ITEMS TO BE REMOVED

Delete the following sentence: “The existing temporary metal building shall be dismantled and will remain Contractor’s property.”

Add the following sentence: “ The existing equipment to be saved will be indicated by the Contracting Officer’s Technical Representative:”

Section 02315/R 28

SECTION 02315/R

EXCAVATION AND FILL

Legislative Decreec No. 528 (1999) Amendments to the legislative decree of 14 August 1996 no. 494, implementing Directive 92/57/EEC concerning minimum safety and health requirements at temporary or mobile work sites.

Section 02510/R 29

SECTION 02510/R

WATER DISTRIBUTION

UNI 10910-1 (2001) Plastics piping systems for water supply - Polyethylene (PE) – General.

UNI 10910-2 (2001) Plastic piping systems for water supply - Polyethylene (PE) – Pipes.

UNI 10910-3 (2001) Plastics piping systems for water supply - Polyethylene (PE) – Fittings.

UNI 12201-1 (2004) Plastics piping systems for water supply - Polyethylene (PE) – General.

UNI 12201-2 (2004) Plastic piping systems for water supply - Polyethylene (PE) – Pipes.

UNI 12201-3 (2004) Plastics piping systems for water supply - Polyethylene (PE) – Fittings.

Add at the end of Paragraph 2.1.1 the following sentence:

"Other manufacturers meeting the requirements of this specification are acceptable.”

Paragraph 2.1.1.1:

“10910-1-2-3” is replaced with “12201-1-2-3”.

Paragraph 3.1.3.2:

“10910-1-2” is replaced with “12201-1-2”.

Section 03300/R 30

SECTION 03300/R

CAST-IN-PLACE CONCRETE

Ministerial Decree dated 9 Jan 1996 Technical Norms for the Calculations, Execution and Testing of Normal and Prestressed Reinforced Concrete Structures and Metal Structures.

dated 16 Jan 1996 Technical Norms for Constructions in

Seismic Zone.

dated 14 Feb 1992 Technical Norms for the Calculations, Execution and testing of Normal and Prestressed Reinforced Concrete Structures and metal Structures.

dated 16 Jan 1996 Technical Norms for Safety Test of the

Constructions, Load, and Live Loads.

Ministerial Circular No.65 dated 10 Apr 1997 Instruction for the application of

“Technical Norms for Constructions in Seismic Zones” dated 16 Jan 1996”.

National Research Council(CNR-UNI) Publication No. 10011/88 Steel structures; instruction for calculation, execution, testing, and maintenance.

dated 20 March 2003, No. 3274 “First Elements in Matter of General

Criteria for Seismic Classification of National Territory and of Technical Regulations for Construction in Seismic Zone”.

dated 14 January 2008: “Technical Norms for Constructions”.

UNI EN 10002-1 (1992)Metallic Materials. Tensile Testing.

Method of Test (At Ambient Temperature).

UNI ENV 10080 (1997) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing

Section 03300/R 31

Steel B500. Technical Delivery Conditions for Bars, Coils and Welded Fabric.

UNI EN 934-2 (2002) Admixtures for Concrete, Mortar and

Grout. Concrete Admixtures. Definitions, Requirements, Conformity, Marking and Labeling.

UNI EN 206-1 (2001) Concrete. Specification, Performance, Production and Conformity.

UNI 8520 (1999)Aggregates for Concrete Mixes.

Definition, Classification and Properties.

UNI EN 10002-1 (2004)Metallic Materials. Tensile Testing.

Part 1: Method of Test at Ambient Temperature.

UNI ENV 10080 (2005) Steel for the Reinforcement of

Concrete. Weldable Ribbed Reinforcing Steel B500. Technical Delivery Conditions for Bars, Coils and Welded Fabric.

UNI EN 934-2 (2007) Admixtures for Concrete, Mortar and

Grout. Part 2: Concrete Admixtures.

Definitions, Requirements, Conformity, Marking and Labeling.

UNI EN 206-1 (2006) Concrete. Part 1: Specification, Performance, Production and Conformity.

UNI 8520-1 (2005)Aggregates for Concrete.

Additional Provisions for the Application of EN 12620. Part 1: Conformity Criteria.

Paragraph 1.5.1:

Delete “Ministerial Decree 9 Jan. 1996” and replace with “Ministerial Decree dated 14 January 2008”

Delete the tab:

Type of Construction Rck (kg/cm2)

Lean concrete 200

Rigid Pavements including 250 sidewalks, curbs and equipment pads

Drainage and Sanitary Sewer 250 Appurtenances

Thrust blocks, Pipeline 300 Encasements

Section 03300/R 32

Foundations, Grade Beams and 300 Grade Walls

Floor Slabs on Grade 250

Columns, Beams Above Grade Slabs 350 and Walls

All other concrete 300

Replace with:

Type of Construction Rck (kg/cm2) Class of resistance Lean concrete 200 C16/20 Rigid Pavements including sidewalks, curbs and equipment pads

250 C20/25

Drainage and Sanitary Sewer Appurtenances 250 C20/25

Thrust blocks, Pipeline Encasements

300…