ASHE_18-1056_TECH_SPECS_REV.2.pdf

31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 536333; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 18-1056

A/E CONTRACT No. FA5682-17-D-0006; D.O. F0026

CONSTRUCT PAVILION FOR DORMS

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

SUBMITTAL: FINAL (100% design) – Rev. 02

Date: Jul the 02th, 2018

CONSTRUCT PAVILION FOR DORMS ASHE18-1056

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 2

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31st FIGHTER WING 31st CIVIL ENGINEERING SQUADRON

31st CES/CENM PROJECT MANAGEMENT ELEMENT

Prepared and Submitted by:

Engineering Tools srl Via del Makò, 33 - 33084 Cordenons (PN)

Tel. +39 0434 536333; Fax +39 0434 542813 Email: info@engtools.eu

PROJECT ASHE 18-1056

A/E CONTRACT No. FA5682-17-D-0006; D.O. F0026

CONSTRUCT PAVILION FOR DORMS

AREA F – AVIANO AB, ITALY

TECHNICAL SPECIFICATIONS

HAVING REVIEWED THE DEFINITIVE AND DETAILED PROJECT NO. ASHE 18-1056, PERTAINING TO THE

CONSTRUCTION OF THE NEW PAVILION FOR DORMS AT AREA F, AVIANO AB, ITALY,

I DECLARE THAT I HAVE ASCERTAINED THAT THE STRUCTURES AND THE TECHNOLOGICAL SYSTEMS

INCLUDED THERIN COMPLY WITH THE APPLICABLE ITALIAN NORMS.

Date: Jul the 02th 2018

Design Coordination and Review

Ing. Stefano Bellinger Ordine degli Ingegneri della Provincia di Pordenone No.739 Sez.A

Architectural and Civil

Ing. Marco Giordani Ordine degli Ingegneri della Provincia di Pordenone No.1069 Sez.A

Structural

Ing. Tiberio Altinier Ordine degli Ingegneri della Provincia di Pordenone No.716 Sez.A

Electrical and Mechanical

Ing. Giancarlo Cuomo Ordine degli Ingegneri della Provincia di Pordenone

No.824 Sez.A

FINAL (100% design) TECHNICAL SPECIFICATIONS Page 4

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FINAL (100% design) TECHNICAL SPECIFICATIONS Page 5

TABLE OF CONTENTS

SECTION PAGE No.

AC1 - SCOPE OF PROJECT AND APPLICABLE CONDITIONS

SCHEDULE OF MATERIAL SUBMITTALS

REVISED MASTER SPECIFICATIONS

SCHEDULE OF WORK ITEMS

FINAL (100% design) AC1 Page 6

AC1 - 1. SCOPE OF PROJECT

Scope of the Project is the construction of a new Pavilion in the same location where the current pavilion (Fae.

14261) is located. The dorm residents have requested an extra-large pavilion in a central location from the dorms to bring all residents together in one nice setting. The current pavilion only allows for approx. 15 people to sit, socialize and eat. More space is needed to allow for larger networking possibilities and events. Current project will include demolition of current pavilion, Fae. 14261 (45 m2) and construction of 25 m x 18 m pavilion with two grilling stations, counter space for food preparation, a fire pit with seats, tables and benches, audio video devices and outdoor heating capability. The construction consists of concrete floor slab, reinforced concrete foundations and columns, wood roof structure with clay tiles.

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

List of works items will be divided in Part. A - NEW WORKS and Part B – ADDITIONAL ITEMS.

Picture 1-1: Location of the new Pavilion.

Part A – NEW WORKS

PART I – DEMOLITIONS, REMOVALS AND EXCAVATIONS

Ia – Architectural Demolitions

• Demolition of existing wood roof, structural slab, tiles, downspout and metal gutters with brackets.

• Demolition of existing seats.

• Removal of electrical conduits and fixtures.

Ib – Structural Demolitions

• Excavation for foundations

• Demolition of existing reinforced concrete structure, including columns, concrete slab/beams and foundations

Ic - Civil Demolitions

• Demolition or removal of concrete block pavers.

• Removal of water adduction pipes and manholes.

• Removal of light poles

• Removal of trees.

Id – Mechanical Demolitions Not applicable

Ie – Electrical Demolitions

FINAL (100% design) AC1 Page 7

• Removal of the electrical system at ground floor.

PART II – ARCHITECTURAL, STRUCTURAL AND CIVIL WORK

IIa - Architectural Works

• Cor-Ten steel edge around floor slab.

• Protective treatment of concrete floor surface.

• Construction of new sloped roof.

• Safety line on roof.

• Gutters and downspouts.

• Clay brick base around concrete columns.

• Construction of brick walls, for new cabinet, including false ceiling and aluminium doors.

• Plastering, smoothing plaster, shelving and painting of all exterior walls.

• All other items of work as indicated on drawings and Schedule of Work Items.

IIb - Structural Works

• Foundation and vertical columns.

• Industrial quartz floor.

• Bearing wooden structure for the roof.

• All other items of work as indicated on drawings and Schedule of Work Items.

IIc – Civil Works

• Storm drainage system.

• Water adduction system

• Gas adduction system

• Connection to electrical room of BLDG 1426.

• Connection to boiler room of BLDG 1422.

• Top soil and grass seeding for external area restoration.

• All other items of work as indicated on drawings and Schedule of Work Items.

PART III – MECHANICAL WORKS

IIIa – HVAC system

• Furnishing and installation of roof exhaust fan.

IIIb – Plumbing system

• BLDG. 1422 mechanical room domestic water pipe adjustment.

• Plumbing systems in new pavilion.

• Connection to the bldg.#1422 gas distribution system

• All other items of work as indicated on drawings and Schedule of Work Items.

PART IV – ELECTRICAL WORKS

IVa – Power, grounding, equipotential and lightning protection systems

• Furnishing and installation of new low voltage Panels (PAV), including cable connections.

• Furnishing and installation of new underground or under slab PVC cable duct.

• Furnishing and installation of EMT conduits, boxes, accessories and all necessary to install a complete system distribution for sound / video and HVAC control system.

• Furnishing and installation of new electric feeding lines from the new PAV panel, to the existing distribution loads.

• Furnishing and installation of new emergency push button.

• Furnishing and installation of outlets.

• Furnishing and installation of electrical point for various equipment.

• Furnishing and installation the grounding system.

• Testing of electric, grounding, equipotential and lightning protection systems.

• Lightning system

IVb – Lighting system

• Furnishing and installation of switches, lighting point and wall mounted lighting fixtures.

• All other items of work as indicated on drawings and Schedule of Work Items.

FINAL (100% design) AC1 Page 8

Part B – ADDITIONAL ITEMS

I - SOUND SYSTEM with PROJECTOR

• Furnishing and installation of PVC or EMT conduits, boxes and accessories

• Furnishing and installation of new and complete professional sound video system.

• Testing, programming and training.

II - GRILL STATION with SINK

• Furnishing and installation of grilled kitchen furniture.

III - FIRE PIT, TABLES and SEATING

• Furnishing and installation of fire pit.

• Furnishing and installation of concrete seats, including wooden benches covering.

• Furnishing and installation of wooden table with benches.

• Drawings on concrete floor.

• Furnishing and installation of ceiling fan for summer ventilation

• All other items of work as indicated on drawings and Schedule of Work Items.

IV - HEATING SYSTEM

• Furnishing and installation of gas fired radiant diffusers.

• All other items of work as indicated on drawings and Schedule of Work Items.

FINAL (100% design) AC1 Page 9

AC1 - 2. LEED CERTIFICATION

Not Required.

AC1 - 3. 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 "MATERIAL SUBMITTAL SCHEDULE" 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. Number of copies will be as required on "MATERIAL SUBMITTAL SCHEDULE".

AC1 - 4. 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 (C.O.) 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 Contracting Officer (C.O.). Contractor shall submit photos or samples of the screening material for approval by C.O. The Contractor shall replace or repair in a timely manner, as determined by C.O., all fences and screening sections that have damage or develop unsightly rips or holes. It is strictly forbidden to install advertisement signs and/or logos including contractor’s along the construction site fence. 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 - 5. 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 C.O. for approval.

AC1 - 6. JOB SITE MOBILIZATION

The Contractor shall submit a proposal to C.O. diagramming their construction site and all material storage areas in 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 cannot 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 - 7. 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 C.O. 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 (D.M. 81/08) and other applicable norms.

FINAL (100% design) AC1 Page 10

AC1 - 8. CUSTODY OF HAZARDOUS WASTE AND HAZARDOUS MATERIALS

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.

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

• Material Safety Data Sheets: The Contractor shall furnish English language versions of the Material Safety Data Sheets (MSDS) of hazardous materials, chemical, toxic, and noxious, that will be used in the construction work, to 31st CES/CEAV for approval and coordination through SEG and SGPB. The Contracting Officer will provide sample of the MSDS form to the Contractor.

• Hazardous Waste Management Plan: The Contractor shall provide a hazardous waste management plan.

• 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/CEAV office.

• 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/CEAV.

• Asbestos Containing Materials: Asbestos containing materials could be encountered during demolition work. It shall be the responsibility of the Contractor to handle and dispose asbestos containing materials in the appropriate manner, as prescribed by Italian Law, governing the handling of such materials, and to provide all required documentation and related coordination to obtain the necessary authorizations.

AC1 - 9. 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 C.O. 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 Contractor shall return all areas disturbed during construction to their original condition before final acceptance by the base.

AC1 - 10. WORK SITE CONDITIONS

The work areas shall be made available to the Contractor as follows:

a. Building interior area: NOT APPLICABLE.

b. Building Location: The project site is located within a fenced NOT restricted area. Contractor shall strictly comply with the Contracting Officer’s instructions. Delays may happen when the Contractor will enter the areas due to military operations or exercises. In this case the unproductive time will not be at the expense of the USA Government.

c. 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 C.O., 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’s point(s) of contact (POC) and telephone number where they can be reached.

d. 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 C.O., 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

FINAL (100% design) AC1 Page 11 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 Contractor shall not use any area(s) for material or equipment storage that has not been approved by C.O.

e. 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.

f. 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 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

Work site area is outside Airfield Area. Contractor WITH 4 WEEKS OF ADVANCE shall contact the office “Airfield Management” before installing/using special tools and equipment (cranes, truck with tall arms, lifters, etc).

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 fence line of the construction site or lay-down 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 C.O. The Contractor shall clearly identify their vehicles through the use of company logos or signs on their vehicles.

AC1 - 13. ACCESS ROUTES

The project site is located within a fenced area.

The Contractor shall provide a haul route plan for approval by C.O.

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.

FINAL (100% design) AC1 Page 12

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 hydro-seeded, where required by BCE. Sodding, or seeding, damaged areas should be accomplished at the earliest 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 hydro-seeding, 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 C.O.

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, stored and subsequently reinstalled. 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.

FINAL (100% design) AC1 Page 13

GROUP CODE TITLE

GENERAL

G-001 TITLE SHEET AND SITE LOCATION / COPERTINA ED INDIVIDUAZIONE DEL SITO

G-002 INDEX OF DRAWINGS / INDICE DELLE TAVOLE

SURVEY MAPPING

V-101 SURVEY – SPOT HEIGHT MAP AND DETAILS / RILIEVO - PIANO QUOTATO E DETTAGLI

CIVIL

C-101

EXISTING CONDITION – GENERAL PLAN & DEMOLITION / STATO DI FATTO –

PLANIMETRIA GENERALE E DEMOLIZIONI

C-102

NEW CONDITION – GENERAL PLAN / STATO DI PROGETTO – PLANIMETRIA

GENERALE

C-103

NEW CONDITION – SITE UTILITIES PLAN / STATO DI FATTO – PLANIMETRIA

SOTTOSERVIZI

ARCHITECTURAL

A-101 NEW CONDITION – FLOOR / STATO DI PROGETTO - PIANTA

A-102 NEW CONDITION – ROOF FLOOR / STATO DI PROGETTO – PIANTA COPERTURA

A-201 NEW CONDITION – ELEVATIONS / STATO DI PROGETTO – PROSPETTI

A-301 NEW CONDITION – SECTIONS / STATO DI PROGETTO – SEZIONI

A-501

NEW CONDITION – CONSTRUCTION DETAILS / STATO DI PROGETTO – DETTAGLI

COSTRUTTIVI

A-502

NEW CONDITION – GRILLING STATION DETAILS / STATO DI PROGETTO – DETTAGLIO

ZONA COTTURA

A-503

NEW CONDITION – FIRE PIT AREA DETAILS / STATO DI PROGETTO –DETTAGLIO AREA

BRACIERE

STRUCTURAL

S-001 STRUCTURAL DESIGN DATA / DATI PROGETTAZIONE STRUTTURALE

S-101 FOUNDATIONS FRAMING PLAN / PIANTA FONDAZIONI

S-102 COLUMNS PLAN / PIANTA PILASTRI

S-103 ROOF FRAMING PLAN / CARPENTERIA COPERTURA

S-301 SECTION / SEZIONE

S-501 DETAILS / DETTAGLI

MECHANICAL

M-001 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

M-002 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

M-101

INFRARED HEATING SYSTEM – GROUND FLOOR PLAN / SISTEMA DI

RISCALDAMENTO A INFRAROSSI – PIANTA PIANO TERRA

M-102

INFRARED HEATING SYSTEM – ROOF PLAN / SISTEMA DI RISCALDAMENTO A

INFRAROSSI – PIANTA COPERTURA

M 501 MECHANICAL SYSTEM – DETAILS / IMPIANTI MECCANICI - DETTAGLI

PLUMBING

P-001 SYMBOLS AND ABBREVIATIONS / LEGENDA E NOTE GENERALI

FINAL (100% design) AC1 Page 14

P-101

PLUMBING UTILITIES AND DISTRIBUTION / SOTTOSERVIZI IDRICO SANITARI E

DISTRIBUZIONE

P-501 PLUMBING SYSTEM – DETAILS / IMPIANTO IDRICO SANITARIO - DETTAGLI

ELECTRICAL

E-001 LEGEND OF SYMBOLS / LEGENDA DEI SIMBOLI

E-002 LEGEND OF SYMBOLS / LEGENDA DEI SIMBOLI

ED-101

EXISTING ELECTRICAL SYSTEM – DEMOLITION / IMPIANTO ELETTRICO ESISTENTE -

DEMOLIZIONI

E-101

NEW CONDITION - UTILITIES POWER DISTRIBUTION / STATO DI PROGETTO -

SOTTOSERVIZI ELETTRICI

EG-101

GROUNDING AND LIGHTNING SYSTEMS / IMPIANTI DI TERRA E PROTEZIONE

SCARICHE ATMOSFERICHE

EG-501

GROUNDING AND LIGHTNING SYSTEM – DETAILS / IMPIANTO DI TERRA E

PROTEZIONE SCARICHE ATMOSFERICHE - DETTAGLI

EL-101

NEW CONDITION - LIGHTING SYSTEM / STATO DI PROGETTO - IMPIANTO DI

ILLUMINAZIONE

EL 501 LIGHTING SYSTEM – DETAILS – IMPIANTO DI ILLUMINAZIONE - DETTAGLI

EP-101

NEW CONDITION - POWER SYSTEM / STATO DI PROGETTO - IMPIANTO DI FORZA

MOTRICE

E-601

PANELBOARDS WIRING SCHEME AND DETAILS / QUADRI ELETTRICI - SCHEMI DI

COLLEGAMENTO E DETTAGLI

E-602

PANELBOARD "PAV" - WIRING SCHEME / QUADRO ELETTRICO "PAV" - SCHEMI DI

COLLEGAMENTO

TELECOMMUNICATION

T-001

TELECOMMUNICATION - LEGEND OF SYMBOLS / TELECOMUNICAZIONI LEGENDA DEI

SIMBOLI

T-101

NEW CONDITION - SOUND & VIDEO SYSTEM / STATO DI PROGETTO - IMPIANTO

AUDIO - VIDEO

FINAL (100% design) AC1 Page 15

AC1 - 23. TECHNICAL SPECIFICATION

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

None.

See Paragraphs AC1-24 and AC1-25 and AC1-26 for the other applicable specifications.

AC1 - 24. ADDITIONAL SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-23 of these Technical Specifications, the following Additional Specifications shall apply to this project:

• 99990/A ADDITIONAL ITEMS

AC1 - 25. REVISED MASTER SPECIFICATIONS

In addition to the Norms and Specifications contained in the Master Specifications as noted in Section AC1-23 of these Technical Specifications, the following Revised Master Specifications shall apply to this project

• 01100/R GENERAL CONDITIONS

• 01101/R PROJECT SIGN

• 02220/R SITE DEMOLITION

• 02315/R EXCAVATION AND FILL

• 02630/R STORM DRAINAGE

• 02761/R PAVEMENT MARKINGS

• 03300/R CAST-IN-PLACE CONCRETE

• 04200/R MASONRY

• 05500/R METAL FABRICATIONS

• 06100/R ROUGH CARPENTRY

• 07112/R BITUMINOUS DAMPPROOFING

• 07321/R CLAY ROOFING TILE

• 07600/R FLASHING AND SHEET METAL

• 07920/R JOINT SEALANTS

• 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

• 09212/R EXTERIOR STUCCO

• 09250/R GYPSUM AND CEMENT BOARD

• 09900/R PAINTS AND COATINGS

• 15050/R BASIC MECHANICAL MATERIALS AND METHODS

• 15080/R INSULATION FOR MECHANICAL SYSTEMS

• 15400/R PLUMBING

• 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

• 16402/R INTERIOR DISTRIBUTION SYSTEMS

AC1 - 26. ADDITIONAL NORMS AND STANDARDS

Furthermore, the works included in this project shall be in accordance, when applicable norms like Aviano Design Guide 2011 Revision, NFPA, ASTM, UL, HANDBOOKS, Norms and Standards, whose manuals and regulations are available for review at the Contracting Officer.

AC1 - 27. FINAL ACCEPTANCE TEST, CERTIFICATIONS AND OTHER REQUIREMENTS

1. Once issued NTP, Contractor is required to contact CEAOR (0434-305691) and schedule a meeting to fill Form DD1354 with appropriate project data for real property capitalization (blank DD1354 and category codes list CATCODE_LIST_2010 are available at 31CES/CENM office during duty hours). Contractor is required to provide final Form DD1354 for 31CES/CD signature before contract close out;

FINAL (100% design) AC1 Page 16

2. All installed mechanical and electrical equipment shall have the required Italian Mark of Quality and shall conform to D.Lgs-17/2010 , 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 the D.Lgs. 81/2008 and subsequent modifications which apply the Directive 201/35/EU (D.lgs. n.86 19/05/2016). Electrical tests and installation shall comply with Low 37/08 and CEI 64/8 Norm.

3. At the end of the work, the Contractor shall provide the Government with three copies of the following documents:

- Certificate of Compliance with Law No. No. 37 dated 22 January 2008, for the installation of the electrical and mechanical systems in a workmanlike manner, signed by the Contractor.

- Final Acceptance Test Certifications for electrical systems signed by a Registered Engineer to be selected among three candidates proposed by the Contractor to the Contracting Officer in accordance with Law No. 37 dated 22 January 2008.

- Certificate of Static Test of the structure in accordance with D.M. dated 17 January 2018, signed by a Registered Engineer authorized to perform tests in seismic area, selected among three candidates proposed by the Contractor to the Contracting Officer.

- For warranty call purpose, 3 copies of letter identifying project number, item, company address, phone number, point of contact, item warranty expiration date, etc. One copy of the letter will be installed next the item for immediate consultation;

- 3 set of AS BUILT drawings signed and stamped by qualified engineer and CD with Autocad and pdf electronic version of same drawings (AUTOCAD Release 2007 for drawings. Drawings shall be geospatially referenced using real world coordinates WGS-1984 UTM 33N.

31CEP/CEPT section (0434-305488) will provide an AutoCAD drawing that is geospatially referenced for the contractor to use as a background);

- 3 copies of O&M manuals and CD with pdf electronic version of same documentation.

FINAL (100% design) Page 17

SCHEDULE OF MATERIAL SUBMITTALS

FINAL (100% design) SUBMITTAL SCHEDULE Page 18

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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APPROVED DIS-

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PART IIb

ARCHITECTURAL WORK

Material Safety Data Sheets

(MSDS)

1 Cor-Ten steel edge Part IIb Item 16

2 Concrete floor surface protective treatm.

Part IIb Item 1

3 Drawings on concrete floor Additional Item 3 - Item 6

4 Sloped roof Part IIb Item 4

Metal gutters & downspouts Part IIb Item 9, 11

6 Clay brick base Part IIb Item 7

7 Brick walls, 30 min fire rated Part IIb Item 4

8 Plasterboard false ceiling, 30 min fire rated Part IIb Item 3

9 Exterior aluminum doors Part IIb Item 14, 15

FINAL (100% design) SUBMITTAL SCHEDULE Page 19

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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10 Fire extinguisher metal cabinet Part IIb Item 17

11 Plaster, shelve and paint Part IIb Item 5

12 Kitchen furniture Additional Item 2 - Item 1

13 Pic-nic table with banches Additional Item 3 - Item 5

14 Concrete seat Additional Item 3 - Item 3

15 Wooden benches for concrete seat Additional Item 3 - Item 2

16 Fire pit Additional Item 3 - Item 1

17 Life safety system on roof Part IIb Item 19 PART IIc

STRUCTURAL WORK

Material Safety Data Sheets

(MSDS)

18 Excavation works and trench for

FINAL (100% design) SUBMITTAL SCHEDULE Page 20

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Bldg. foundation Part I Item 2

19 Reinforced concrete constructions Foundation & Column Part IIc Item 2, 3

20 Industrial quartz floor Part IIc Item 4

21 Bearing wooden structure for the roof Part IIc, Item 7 PART IIa

CIVIL WORK

Material Safety Data Sheets

(MSDS)

22 GIS (Geographic information system) Part IIa, Item 1

23 Excavation of trenches Part I, Item 2

24 Storm drainage system Part IIa, Item 17,18

25 Electrical utilities Part IIa, Item 16

FINAL (100% design) SUBMITTAL SCHEDULE Page 21

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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PART III – MECHANICAL WORKS

Material Safety Data Sheets

(MSDS)

Gas fired radiant diffuser and its support Additional Item 4 - Item 1

3 3 3 3 3 3 30

Gas fired radiant diffuser controls Additional Item 4 - Item 2

3 3 3 3 3 3 30

Roof exhaust fan and accessories Part IIIa - Item 1

3 3 3 3 3 3 30

Gas pressure valve, fittings Part IIIb Items 3, 8, 9

3 3 3 3 3 3 30

Gas pressure HDPE pipe Part IIIb Items 3, 8, 9

3 3 3 3 3 3 30

Gas pressure steel pipes Part IIIb Items 3, 8, 9

3 3 3 3 3 3 30

Gas pressure copper pipes Part IIIb Items 9

3 3 3 3 3 3 30

Gas dielectric joint Part IIIb Items 2, 9

3 3 3 3 3 3 30

Pipe insulation Part IIIb Items 5

3 3 3 30

FINAL (100% design) SUBMITTAL SCHEDULE Page 22

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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Pipe aluminum jacket or equivalent Part IIIb Items 5

3 3 3 30

Seismic bracing and support Part IIIb Items 3, 4

3 3 3 3 3 3 30

Valves: ball, butterfly.

Check, filter, joint, vent Part IIIb Item 1,5,9

3 3 3 30

Gas dielectric joint Part IIIb Items 1

3 3 3 3 3 3 30

Domestic water piping Part IIIb Items 1

3 3 3 3 30

Gas system pressure test Part IIIb Items 3

3 3 30

41 Backflow Preventer Part IIIb Items 7

3 3 3 3 3 30

42 Blade fan ceiling Part IIIb Items 7

3 3 3 3 3 30

PART IV – ELECTRICAL WORKS

Material Safety Data Sheets

(MSDS)

43 Electrical Panel Part IVa Item 26

3 3 3 3 3 30

FINAL (100% design) SUBMITTAL SCHEDULE Page 23

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

NUMBER OF COPIES REQUIRED

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44 Electrical Lines Part IVa Items 5, 6, 7

3 3 3 3 3 30

45 Power Outlets Part IVa Items 9, 10, 11, 12, 13, 14

3 3 3 3 30

46 Electrical system tests Part IVa Item 28

3 30

47 Groundin System equipment Part IVb Items 17

3 3 3 3 3 3 30

48 Lightning System equipment Part IVb Items 18

3 3 3 3 3 3 30

FINAL (100% design) SUBMITTAL SCHEDULE Page 24

PROJECT NUMBER

ASHE18-1056

PROJECT TITLE

CONSTRUCT PAVILION FOR DORMS – AREA F

SOLICITATION CONTRACT NUMBER

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

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49 Lighting System Part IVb Items 21, 22, 23, 24, 25

3 3 3 3 3 30

50 Sound Audio system Additional Item 1 – Items 1, 2, 3

3 3 3 3 3 3 30

FINAL (100% design) Page 25

REVISED AND ADDITIONAL SPECIFICATIONS

FINAL (100% design) REV SPECS INDEX Page 26

REVISED AND ADDITIONAL SPECIFICATIONS INDEX

SECTION 01100/R GENERAL CONDITIONS

SECTION 01101/R PROJECT SIGN

SECTION 02220/R SITE DEMOLITION

SECTION 02315/R EXCAVATION AND FILL

SECTION 02630/R STORM DRAINAGE

SECTION 02761/R PAVEMENT MARKINGS (ADDITIONAL ITEM)

SECTION 03300/R CAST-IN-PLACE CONCRETE

SECTION 04200/R MASONRY

SECTION 05500/R METAL FABRICATIONS

SECTION 06100/R ROUGH CARPENTRY

SECTION 07112/R BITUMINOUS DAMPPROOFING

SECTION 07321/R CLAY ROOFING TILE

SECTION 07600/R FLASHING AND SHEET METAL

SECTION 07920/R JOINT SEALANTS

SECTION 08120/R ALUMINUM DOORS, FRAMES AND SIDELIGHTS

SECTION 09212/R EXTERIOR STUCCO

SECTION 09250/R GYPSUM AND CEMENT BOARD

SECTION 09900/R PAINTS AND COATINGS

SECTION 15050/R BASIC MECHANICAL MATERIALS AND METHODS

SECTION 15080/R INSULATION FOR MECHANICAL SYSTEMS

SECTION 15400/R PLUMBING

SECTION 16050/R BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16402/R INTERIOR DISTRIBUTION SYSTEMS

ADDITIONAL SECTION 99990/A

FINAL (100% design) SECTION 01100/R Page 27

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.

Delete:

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

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

Add:

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

Delete:

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.

Add:

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

Paragraph 3.2 UTILITY CUT-OFF

Replace "ten (10) days" with "three (3) weeks".

-- End of Section --

FINAL (100% design) SECTION 01101/R Page 28

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.

FINAL (100% design) SECTION 01101/R Page 29

-- End of Section –-

CONSTRUCT NEW

PAVILION FOR DORMS

ENGINEERING TOOLS Srl

FINAL (100% design) SECTION 02220/R Page 30

SECTION 02220/R

SITE DEMOLITION

PART 1 - GENERAL

Paragraph 1.1:

Add:

U.S. DEPARTMENT OF DEFENSE (DoD)

DOD-FGS-Italy (2012) Environmental Final Governing

Standards for Italy

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA n.241 (2013) Standard for Safeguarding

Construction, Alterations, and Demolition

Operations

Paragraph 1.1.2: Safety at Work Places:

Delete:

Law Decree 14 August 1996 “Construction Site Regulations”, Supplements and Amendments.

Add:

D.Lgs. 09 Apr 2008, n.81 Unified Text, Safety Regulations; realization of Article 1 of the Law 03 Aug 2007, n. 123, in the area of safeguarding the health and safety on the work place

Paragraph 1.1.3: Trash Disposal:

Delete:

Law Decree 15 November 1993.

Law Decree 5 February 1997 No. 22 (Decreto Ronchi).

Law Decree 8 November 1997 No. 389.

Decree 1 April 1998 No. 145.

Decree 28 April 1998 No.406, Environmental Department.

Decree 24 June 1998 No. 261.

Add:

D.M. 28 Apr 1998, n.406 Rules for implementation of the European Union directive, on the regulation of the National

Register of companies caring out the management of waste

Circular 04 Aug 1998, n.GAB/DEC/812/98

Compilation of waste loading and unloading register and transport forms

D.M. 13 Mar 2003 Waste acceptance criteria in landfills

FINAL (100% design) SECTION 02220/R Page 31

D.M. 03 Ago 2005 Definition of the criteria to waste acceptance in landfills

D.Lgs. 03 Apr 2006, n.152 Environmental standards

D.M. 05 Apr 2006, n. 186 Regulation amending the D.M. 05 Feb 1998 colled “Identification of the non-hazardous waste subject to the simplified recovery procedures, in compliance to D.Leg. 05 Feb

1997, n,22, para 31 and 33”

D.Lgs. 16 Jan 2008, n.4 Additional and corrective provisions to D.Lgs.

03 Apr 2006, n.152, laying down environmental standards

D.Lgs. 03 Dic 2010, n. 205 Regulation amending the Directive 2008/98/CE of the European Parliament and of the European

Council on waste, dated 19 Nov 2008

REGIONAL NORMS AND LAWS

Delete:

Regional Law Implementation of the national laws dated 03.09.1996, No. 039 concerning the discontinuance of the use of the asbestos.

Regional Law Directions concerning environment, dated 09.11.1998, No. 013 territory, economic and productive activities, health and social care, education and culture, state employment, state real property, regional financial companies, intervention on support of the Middle Europe Enterprise, treatment of personal data, and reconstruction of devastated by earthquake areas.

Regional Law Directions concerning surveillance, dated 12.09.2001, No. 022 prevention, and information of situation with asbestos danger and correlated regional interventions.

Add:

Regional Law 20Oct2017 n.34 Comprehensive rules for waste management and circular economy

-- End of Section –-

FINAL (100% design) SECTION 02315/R Page 32

SECTION 02315/R

EXCAVATION AND FILL

Paragraph 1.1: APPLICABLE PUBLICATIONS

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) PUBLICATIONS

D 1556-00 Standard Test Method for Density and Unit

Weight of Soil in Place by the Sand Cone

Method.

D 1557- 02 e1 Standard Test Methods for Laboratory

Compaction Characteristics of Soil Using

Modified Effort (56,000 ft-lbf/ft3(2,700 kN-m/m3).

D 2922- 01 Standard Test Methods for Density of Soil and

Soil Aggregates in Place by Nuclear Methods

(Shallow Depth).

D 2487- 00 Standard Classification of Soils for

Engineering Purposes (Unified Soil

Classification System).

ITALIAN LAWS

Legislative Decree No. 494 (14 August 1996) Implementation of the instruction 92/57/CEE concerning the minimum safety and health requirements to be accomplished in temporary or mobile work sites.

D.Lgs. 03 Apr 2006, n.152 Environmental standards

D.Lgs. 09 Apr 2008, n.81 Unified Text, Safety Regulations; realization of Article 1 of the Law 03 Aug 2007, n. 123, in the area of safeguarding the health and safety on the work place

D.P.R. 13 Jun 2017, n.120 Regulation of the simplified technical norms for excavated earthen materials (soil and rock) in compliance with D.L. 12 Sep 2014, n.133, para 8, converted with amendments by

Law n.164 of 11 Nov 2014

ITALIAN / EUROPEAN HARMONIZATION STANDARDS (EN, UNI EN)

UNI EN 933-8 (2015) Tests for geometrical properties of aggregates - Part 8: Assessment of fines -

Sand equivalent test

EN ISO 14688-1 (2018) Geotechnical investigation and testing

- Identification and classification of soil -

Part 1: Identification and description

FINAL (100% design) SECTION 02315/R Page 33

EN ISO 14688-2 (2018) Geotechnical investigation and testing

- Identification and classification of soil -

Part 2: Principles for a classification

Paragraph: 2.2.6 Pipe Bedding Materials

Delete:

ASTM D 2487

Add:

EN ISO 14688-2

Paragraph: 3.2.5 Excavation for Roads and Parking Areas

Delete:

Excavation shall consist of excavating and grading for parking areas;

excavating the top 40 centimeters of surface soil and additional unsuitable material, regardless of character, from the subgrade; and disposing of all excavated materials, as specified and in conformity with the lines, grades, cross sections, and dimensions shown on the drawings, and to replace unsatisfactory materials from other excavation or grading operations.

Paragraph: 3.3.5 Subgrade Preparation for Roadways and Parking

Delete:

After the grading is substantially complete, and immediately in advance of depositing the surfacing material, the subgrade shall be brought to the proper lines, grades, and cross sections as indicated and in accordance with these specifications. All depressions and ruts shall be removed by blading and dragging so as to secure a uniform surface. The entire subgrade shall be brought to a firm, unyielding surface, true to line, grade and cross section, by rolling with an approved power roller, weighing not less than 9500 kilograms, until thoroughly compacted. This operation shall include any reshaping and wetting required to obtain proper compaction. All soft, spongy, or yielding spots shall be entirely removed, and the space refilled with suitable material and thoroughly compacted. The top of the subgrade shall be of such smoothness that when tested with a 5 meters straightedge it shall not show any deviation greater than 12 millimeters.

Subgrade compaction shall be extended onto the shoulders for a distance of at least 30 centimeters beyond the edges of the base course or pavement.

The subgrade shall be maintained in the finished condition until the first course of surfacing has been placed.

-- End of Section –-

FINAL (100% design) SECTION 02630/R Page 34

SECTION 02630/R

STORM DRAINAGE

Paragraph 1.1: REFERENCES

ITALIAN NATIONAL INSTITUTE FOR UNIFICATION OF STANDARDS (UNI) PUBLICATIONS

UNI EN 1563 (2004) Founding – Spheroidal graphite cast irons.

UNI EN ISO 1872-1 (2002)Plastics - Polyethylene (PE) moulding and extrusion materials - Designation system and basis for specifications.

UNI EN ISO 1872-2 (2002)Plastics - Polyethylene (PE) moulding and extrusion materials - Preparation of test specimens and determination of properties -

Amendment 1.

UNI EN 10240 (1999)Internal and/or external protective coatings for steel tubes - Specification for hot dip galvanized coatings applied in automatic plants.

UNI EN 1401-1 (1998)Plastics piping systems for non-pressure underground drainage and sewerage -

Unplasticized poly(vinyl chloride)(PVC-U) -

Specifications for pipes, fittings and the system.

UNI 7448 (1975) Rigid (unplasticized) PVC pipes. Test methods.

UNI 7449 (1975) Rigid (unplasticized) PVC fittings and flanges. Test methods.

UNI 7613 (1976) High Density

Polyethylene pipes for buried sewer drain.

Types, dimensions, and requirements.

UNI EN 124 (1995) Gully Tops and Manhole Tops for

Vehicular and Pedestrian Areas - Design

Requirements, Type Testing, Marking, Quality

Control.

D.Lgs. 09 Apr 2008, n.81 Unified Text, Safety Regulations; realization of Article 1 of the Law 03 Aug 2007, n. 123, in the area of safeguarding the health and safety on the work place

ITALIAN / EUROPEAN HARMONIZATION STANDARDS (EN, UNI EN, ISO)

UNI EN 124-1 (2015) Gully tops and manhole tops for vehicular and pedestrian areas - Part 1:

FINAL (100% design) SECTION 02630/R Page 35

Definitions, classification, general…