Attachment_11_ASHE_18-1025_Drawings_(Seed_project)_Part2_Part1.pdf
PDF 2 MB Posted
- Attached to
- Multiple Award Construction Contract (MACC) Italy Federal contract opportunity
- Solicitation number
- FA568219RA001
About this file
This notice is a draft pre-solicitation for an indefinite delivery indefinite quantity multiple award construction contract to be awarded in Italy. The scope of work will include design-build construction services for repair, alteration, renovation and minor construction projects across multiple trades at Aviano Air Base. Work may involve grading, utilities infrastructure, buildings, roads, electrical systems, HVAC, refrigeration, fire suppression, fuel systems, generators, communications systems and abatement. The contract will have a one year base period and four option years. The minimum guarantee is 2,500 Euro per award and the maximum total value is estimated at 96 million Euro. The minimum task order value is 2,500 Euro and maximum is 7 million Euro. Interested parties should submit any comments on the draft attachments by April 19. The formal solicitation is expected to be issued in May 2019 via FBO.gov. The contracting office is located at Aviano Air Base.
Attachment 11 ASHE 18-1025 Drawings (Seed Project) Part 2 Part 1
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Engineering Tools Srl
Via del Makò n. 33
33084 Cordenons (PN)
TEL.: +39 0434 536333
FAX: +39 0434 542813
E-mail: info@engtools.eu
PEC: info@pec.engtools.eu
C-101
EXISTING CONDITION - GENERAL PLAN AND DEMOLITION
STATO DI FATTO - PLANIMETRIA GENERALE E DEMOLIZIONI
LEGEND / LEGENDA:
DEMOLITION NOTES
NOTE DI DEMOLIZIONE
GENERAL NOTES / NOTE GENERALI:
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BUILDING 9391-A EDIFICIO 9391-A
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BUILDING 939 EDIFICIO 939
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BUILDING 947 EDIFICIO 947
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DESCRIPTION
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DATE
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APPR
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SIZE: A1
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SEAL
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DATE:
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DRAWING NAME:
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PROJECT NUMBER: ASHE 18-1025
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REVIEWER:
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DESIGNER:
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DRAFTMAN:
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SUBMITTAL
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AVIANO AIR BASE
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AVIANO, ITALY
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FAC.939, AREA F, AVIANO AB, ITALY
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RENOVATE/EXPAND FAC.939 FOR EOD
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FABBR.939, AREA F, AVIANO AB, ITALIA
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RISTRUTTURAZIONE ED AMPLIAMENTO FABBR.939 PER EOD
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FEBRUARY 2019
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A/E INFO
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EXISTING CONDITION - GENERAL PLAN AND DEMOLITION
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STATO DI FATTO - PLANIMETRIA GENERALE E DEMOLIZIONI
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ASPHALT EDGE
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LIMITE ASFALTO
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LIGHT POLE
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PALO ILLUMINAZIONE
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BUILDINGS
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FABBRICATI
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PLAN
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NORTH
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1. DEMOLITION EXISTING ASPHALT SLAB
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DEMOLIZIONE PAVIMENTAZIONE IN ASFALTO
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2. DEMOLITION EXISTING CONCRETE SLAB
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DEMOLIZIONE PAVIMENTAZIONE IN CALCESTRUZZO
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AutoCAD SHX Text LA PRESENTE TAVOLA RAPPRESENTA LA SITUAZIONE SUCCESSIVA ALL'ESECUZIONE DEL BUILDING 9391-A OGGETTO DI ALTRO APPALTO
AutoCAD SHX Text THIS DRAWING REPRESENT THE CONDITION AFTER BUILDING 9391-A CONSTRUCTION (OTHER CONTRACT)
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L'EDIFICIO 9391-A NON FA PARTE DELL'APPALTO
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PAVIMENTAZIONE IN CEMENTO (ALTRO APPALTO)
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(ALTRO APPALTO)
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CONCRETE PAVEMENT (OTHER CONTRACT)
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AREA PARECHEGGIO ESISTENTE IN USO AL PERSONALE
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(ALTRO APPALTO)
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EXISTING PARKING LOT IN USE TO PERSONELL
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INGOMBRO DELL'AMPLIAMENTO (QUESTO CONTRATTO)
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SHAPE OF BUILDING 939 EXPANSION (THIS CONTRACT)
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PROIEZIONE NUOVA CONDIZIONE DELLE PAVIMENTAZIONI
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PRINT OF PAVEMENT NEW CONDITION
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3. REMOVAL UNDERGROUND CONCRETE SEPTIC TANK
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RIMOZIONE VASCA SETTICA INTERRATA IN CLS
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4. REMOVAL EXISTING WOOD CANOPY
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RIMOZIONE TETTOIA IN LEGNO ESISTENTE
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5. REMOVAL EXISTING GATE
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6. REMOVAL EXISTING FENCE
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RIMOZIONE RECINZIONE ESISTENTE
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7. REPLACEMENT PRIVACY FENCING
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SOSTITUZIONE TELO DI PROTEZIONE
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SCAVO IN TRINCEA PER L'INSTALLAZIONE DEI NUOVI SOTTOSERVIZI
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TRENCH EXCAVATION FOR THE INSTALLATION OF NEW UNDERGROUND UTILITIES
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AutoCAD SHX Text EXCAVATION IN ANY KIND OF SOIL AND COMPACTNESS TO PROVIDE THE NEW DRAINAGE FIELD INSTALLATION
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POSSIBILE PRESENZA DI CISTERNA INTERRATA DI GASOLIO
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POSSIBLE EXISTENCE DIESEL UNDERGROUND TANK
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DEMOLITION/EXCAVATION
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DEMOLIZIONE/SCAVO
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10. REMOVAL SHRUBS, FLOWERBEDS AND EXCAVATION
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RIMOZIONE SIEPI, AIUOLE E SCAVO
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Engineering Tools Srl
Via del Makò n. 33
33084 Cordenons (PN)
TEL.: +39 0434 536333
FAX: +39 0434 542813
E-mail: info@engtools.eu
PEC: info@pec.engtools.eu
C-102
GENERAL NOTES / NOTE GENERALI:
NEW CONDITION - GENERAL PLAN
STATO DI PROGETTO - PLANIMETRIA GENERALE
LEGEND / LEGENDA:
NOTES / NOTE :
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PERIMETER WALKWAY PERCORSO PEDONALE PERIMETRALE
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BUILDING 947 EDIFICIO 947
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BUILDING 941 EDIFICIO 941
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BUILDING 939 EDIFICIO 939
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BUILDING 9391-A EDIFICIO 9391-A
AutoCAD SHX Text 99.85
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PROJECT NUMBER: ASHE 18-1025
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AVIANO AIR BASE
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AVIANO, ITALY
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FAC.939, AREA F, AVIANO AB, ITALY
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RENOVATE/EXPAND FAC.939 FOR EOD
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RISTRUTTURAZIONE ED AMPLIAMENTO FABBR.939 PER EOD
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FEBRUARY 2019
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A/E INFO
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NEW CONDITION - GENERAL PLAN
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STATO DI PROGETTO - PLANIMETRIA GENERALE
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GRASS
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ERBA
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CONCRETE
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CALCESTRUZZO
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GRAVEL
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GHIAIA
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ASPHALT EDGE
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LIMITE ASFALTO
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ASPHALT
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ASFALTO
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LIGHT POLE
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PALO ILLUMINAZIONE
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BUILDINGS
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FABBRICATI
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1. ALL LAYOUT DIMENSIONS ARE IN METERS. EXAMPLE ALL LAYOUT DIMENSIONS ARE IN METERS. EXAMPLE (15.00 = 15.00m). TUTTE LE QUOTE DEL LAYOUT PLANIMETRICO SONO IN METRI. ESEMPIO (15.00 = 15.00m).
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2. ALL WORKS AND MATERIALS SHALL TAKE PLACE AS PER ALL WORKS AND MATERIALS SHALL TAKE PLACE AS PER RFP, UFC & AVIANO DESIGN GUIDE TUTTI I LAVORI SARANNO REALIZZATI SECONDO RFP, UFC ED "AVIANO DESIGN GUIDE".
AutoCAD SHX Text CONCERNING THE ISTRUCTIONS WRITTEN IN THE RFP, PART THE ISTRUCTIONS WRITTEN IN THE RFP, PART THE ISTRUCTIONS WRITTEN IN THE RFP, PART ISTRUCTIONS WRITTEN IN THE RFP, PART ISTRUCTIONS WRITTEN IN THE RFP, PART WRITTEN IN THE RFP, PART WRITTEN IN THE RFP, PART IN THE RFP, PART IN THE RFP, PART THE RFP, PART THE RFP, PART RFP, PART RFP, PART PART PART 2 GENERAL REQUIREMENTS, SECTION 01 57 19.00 20 GENERAL REQUIREMENTS, SECTION 01 57 19.00 20 GENERAL REQUIREMENTS, SECTION 01 57 19.00 20 REQUIREMENTS, SECTION 01 57 19.00 20 REQUIREMENTS, SECTION 01 57 19.00 20 SECTION 01 57 19.00 20 SECTION 01 57 19.00 20 01 57 19.00 20 01 57 19.00 20 57 19.00 20 57 19.00 20 19.00 20 19.00 20 20 20 TEMPORARY ENVIRONMENTAL CONTROLS, THE FOLLOWING IS ENVIRONMENTAL CONTROLS, THE FOLLOWING IS ENVIRONMENTAL CONTROLS, THE FOLLOWING IS CONTROLS, THE FOLLOWING IS CONTROLS, THE FOLLOWING IS THE FOLLOWING IS THE FOLLOWING IS FOLLOWING IS FOLLOWING IS IS IS THE RECOMMENDATION: EROSION IS IN GENERAL NOT A CONCERN ON THE LONG IS IN GENERAL NOT A CONCERN ON THE LONG IS IN GENERAL NOT A CONCERN ON THE LONG IN GENERAL NOT A CONCERN ON THE LONG IN GENERAL NOT A CONCERN ON THE LONG GENERAL NOT A CONCERN ON THE LONG GENERAL NOT A CONCERN ON THE LONG NOT A CONCERN ON THE LONG NOT A CONCERN ON THE LONG A CONCERN ON THE LONG A CONCERN ON THE LONG CONCERN ON THE LONG CONCERN ON THE LONG ON THE LONG ON THE LONG THE LONG THE LONG LONG LONG PERIOD FOR THE AREA INVOLVED IN THIS PROJECT AND FOR THE AREA INVOLVED IN THIS PROJECT AND FOR THE AREA INVOLVED IN THIS PROJECT AND THE AREA INVOLVED IN THIS PROJECT AND THE AREA INVOLVED IN THIS PROJECT AND AREA INVOLVED IN THIS PROJECT AND AREA INVOLVED IN THIS PROJECT AND INVOLVED IN THIS PROJECT AND INVOLVED IN THIS PROJECT AND IN THIS PROJECT AND IN THIS PROJECT AND THIS PROJECT AND THIS PROJECT AND PROJECT AND PROJECT AND AND AND FOR THE ENTIRE AVIANO AIR BASE. IN FACT THE AREA IS THE ENTIRE AVIANO AIR BASE. IN FACT THE AREA IS THE ENTIRE AVIANO AIR BASE. IN FACT THE AREA IS ENTIRE AVIANO AIR BASE. IN FACT THE AREA IS ENTIRE AVIANO AIR BASE. IN FACT THE AREA IS AVIANO AIR BASE. IN FACT THE AREA IS AVIANO AIR BASE. IN FACT THE AREA IS AIR BASE. IN FACT THE AREA IS AIR BASE. IN FACT THE AREA IS BASE. IN FACT THE AREA IS BASE. IN FACT THE AREA IS IN FACT THE AREA IS IN FACT THE AREA IS FACT THE AREA IS FACT THE AREA IS THE AREA IS THE AREA IS AREA IS AREA IS IS IS PART OF THE PADANO-VENETA VALLEY THAT IS A LARGE, OF THE PADANO-VENETA VALLEY THAT IS A LARGE, OF THE PADANO-VENETA VALLEY THAT IS A LARGE, THE PADANO-VENETA VALLEY THAT IS A LARGE, THE PADANO-VENETA VALLEY THAT IS A LARGE, PADANO-VENETA VALLEY THAT IS A LARGE, PADANO-VENETA VALLEY THAT IS A LARGE, VALLEY THAT IS A LARGE, VALLEY THAT IS A LARGE, THAT IS A LARGE, THAT IS A LARGE, IS A LARGE, IS A LARGE, A LARGE, A LARGE, LARGE, LARGE, PARTICULARLY FLAT AREA. STORMWATER DRAINAGE IN THE FLAT AREA. STORMWATER DRAINAGE IN THE FLAT AREA. STORMWATER DRAINAGE IN THE AREA. STORMWATER DRAINAGE IN THE AREA. STORMWATER DRAINAGE IN THE STORMWATER DRAINAGE IN THE STORMWATER DRAINAGE IN THE DRAINAGE IN THE DRAINAGE IN THE IN THE IN THE THE THE AREA OF AVIANO IS THEREFORE BASICALLY GIVEN BY OF AVIANO IS THEREFORE BASICALLY GIVEN BY OF AVIANO IS THEREFORE BASICALLY GIVEN BY AVIANO IS THEREFORE BASICALLY GIVEN BY AVIANO IS THEREFORE BASICALLY GIVEN BY IS THEREFORE BASICALLY GIVEN BY IS THEREFORE BASICALLY GIVEN BY THEREFORE BASICALLY GIVEN BY THEREFORE BASICALLY GIVEN BY BASICALLY GIVEN BY BASICALLY GIVEN BY GIVEN BY GIVEN BY BY BY DIRECT SOIL INFILTRATION BECAUSE THE SLOPE IS NOT SOIL INFILTRATION BECAUSE THE SLOPE IS NOT SOIL INFILTRATION BECAUSE THE SLOPE IS NOT INFILTRATION BECAUSE THE SLOPE IS NOT INFILTRATION BECAUSE THE SLOPE IS NOT BECAUSE THE SLOPE IS NOT BECAUSE THE SLOPE IS NOT THE SLOPE IS NOT THE SLOPE IS NOT SLOPE IS NOT SLOPE IS NOT IS NOT IS NOT NOT NOT SUFFICIENT TO CREATE SURFACE DRAINING. WITH TO CREATE SURFACE DRAINING. WITH TO CREATE SURFACE DRAINING. WITH CREATE SURFACE DRAINING. WITH CREATE SURFACE DRAINING. WITH SURFACE DRAINING. WITH SURFACE DRAINING. WITH DRAINING. WITH DRAINING. WITH WITH WITH REFERENCE TO THE CONSTRUCTION PHASE, THE ONLY TO THE CONSTRUCTION PHASE, THE ONLY TO THE CONSTRUCTION PHASE, THE ONLY THE CONSTRUCTION PHASE, THE ONLY THE CONSTRUCTION PHASE, THE ONLY CONSTRUCTION PHASE, THE ONLY CONSTRUCTION PHASE, THE ONLY PHASE, THE ONLY PHASE, THE ONLY THE ONLY THE ONLY ONLY ONLY CONCERN REFERS TO THE EXCAVATED MATERIAL REFERS TO THE EXCAVATED MATERIAL REFERS TO THE EXCAVATED MATERIAL TO THE EXCAVATED MATERIAL TO THE EXCAVATED MATERIAL THE EXCAVATED MATERIAL THE EXCAVATED MATERIAL EXCAVATED MATERIAL EXCAVATED MATERIAL MATERIAL MATERIAL ACCUMULATED (PILES). PILES WILL HAVE A VERY LIMITED (PILES). PILES WILL HAVE A VERY LIMITED (PILES). PILES WILL HAVE A VERY LIMITED PILES WILL HAVE A VERY LIMITED PILES WILL HAVE A VERY LIMITED WILL HAVE A VERY LIMITED WILL HAVE A VERY LIMITED HAVE A VERY LIMITED HAVE A VERY LIMITED A VERY LIMITED A VERY LIMITED VERY LIMITED VERY LIMITED LIMITED LIMITED SIZE (ONLY SOIL FROM FOUNDATIONS AND (ONLY SOIL FROM FOUNDATIONS AND (ONLY SOIL FROM FOUNDATIONS AND SOIL FROM FOUNDATIONS AND SOIL FROM FOUNDATIONS AND FROM FOUNDATIONS AND FROM FOUNDATIONS AND FOUNDATIONS AND FOUNDATIONS AND AND AND EXCAVATION/BACKFILL FOR EXTERNAL UTILITIES) AND DURING FOR EXTERNAL UTILITIES) AND DURING FOR EXTERNAL UTILITIES) AND DURING EXTERNAL UTILITIES) AND DURING EXTERNAL UTILITIES) AND DURING UTILITIES) AND DURING UTILITIES) AND DURING AND DURING AND DURING DURING DURING A VERY LIMITED TIMEFRAME (10 WEEKS). DURING THIS VERY LIMITED TIMEFRAME (10 WEEKS). DURING THIS VERY LIMITED TIMEFRAME (10 WEEKS). DURING THIS LIMITED TIMEFRAME (10 WEEKS). DURING THIS LIMITED TIMEFRAME (10 WEEKS). DURING THIS TIMEFRAME (10 WEEKS). DURING THIS TIMEFRAME (10 WEEKS). DURING THIS (10 WEEKS). DURING THIS (10 WEEKS). DURING THIS WEEKS). DURING THIS WEEKS). DURING THIS DURING THIS DURING THIS THIS THIS PERIOD PILES MUST BE PROTECTED FROM RAIN AND WIND PILES MUST BE PROTECTED FROM RAIN AND WIND PILES MUST BE PROTECTED FROM RAIN AND WIND MUST BE PROTECTED FROM RAIN AND WIND MUST BE PROTECTED FROM RAIN AND WIND BE PROTECTED FROM RAIN AND WIND BE PROTECTED FROM RAIN AND WIND PROTECTED FROM RAIN AND WIND PROTECTED FROM RAIN AND WIND FROM RAIN AND WIND FROM RAIN AND WIND RAIN AND WIND RAIN AND WIND AND WIND AND WIND WIND WIND WITH NYLON (OR EQUIVALENT MATERIAL) SHEETS. THIS WILL NYLON (OR EQUIVALENT MATERIAL) SHEETS. THIS WILL NYLON (OR EQUIVALENT MATERIAL) SHEETS. THIS WILL (OR EQUIVALENT MATERIAL) SHEETS. THIS WILL (OR EQUIVALENT MATERIAL) SHEETS. THIS WILL EQUIVALENT MATERIAL) SHEETS. THIS WILL EQUIVALENT MATERIAL) SHEETS. THIS WILL MATERIAL) SHEETS. THIS WILL MATERIAL) SHEETS. THIS WILL SHEETS. THIS WILL SHEETS. THIS WILL THIS WILL THIS WILL WILL WILL PREVENT ANY KIND OF EROSION.
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PLAN
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NORTH
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SCALE 1:250
AutoCAD SHX Text PER QUANTO RIGUARDA LE ISTRUZIONI SCRITTE IN RFP, PARTE 2 REQUISITI GENERALI, SEZIONE 01 57 19.00 20 CONTROLLI AMBIENTALI TEMPORANEI, LE RACCOMANDAZIONI SONO LE SEGUENTI: L'EROSIONE NON È, IN GENERALE, UN PROBLEMA SUL LUNGO PERIODO PER L'AREA COINVOLTA IN QUESTO PROGETTO E PER TUTTA LA BASE AEREA DI AVIANO. AREA È PARTE DELLA PIANURA PADANO-VENETA CHE È UNA GRANDE ZONA PIANEGGIANTE. IL DRENAGGIO DELLE ACQUE PIOVANE NELLA ZONA DI AVIANO È QUINDI ESSENZIALMENTE DATA DALLA INFILTRAZIONE DIRETTA NEL SUOLO, PERCHÉ LA PENDENZA NON È SUFFICIENTE PER CREARE LA SUPERFICIE DRENANTE. CON RIFERIMENTO ALLA FASE DI COSTRUZIONE, L'UNICA PREOCCUPAZIONE SI RIFERISCE AL MATERIALE DI SCAVO ACCUMULATO (CUMULI). I CUMULI AVRANNO UNA DIMENSIONE MOLTO LIMITATA (SOLO TERRENO DA FONDAZIONI E SCAVO / RIPORTO PER UTENZE ESTERNE) E PER UN PERIODO DI TEMPO MOLTO LIMITATO (10 SETTIMANE). DURANTE QUESTO PERIODO I CUMULI DOVRANNO ESSERE PROTETTI DALLA PIOGGIA E DAL VENTO CON TELI DI NYLON (O MATERIALE EQUIVALENTE). QUESTO PERMETTERÀ DI EVITARE I FENOMENI DI EROSIONE.
AutoCAD SHX Text EXISTING BUILDING No.939 TO BE RENOVATED
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EDIFICIO ESISTENTE N°939 DA RISTRUTTURARE
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NUOVO AMPLIAMENTO EDIFICIO (N°9391)
AutoCAD SHX Text EXISTING BUILDING No.939 TO BE RENOVATED
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EDIFICIO ESISTENTE N°939 DA RISTRUTTURARE
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NUOVO AMPLIAMENTO EDIFICIO (N°939-1)
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AutoCAD SHX Text BUILDING 9391-A IS NOT IN SoW (OTHER CONCTRACT)
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L'EDIFICIO 9391-A NON FA PARTE DELL'APPALTO
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(ALTRO APPALTO)
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REPLACEMENT PRIVACY FENCING
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SOSTITUZIONE TELO DI PROTEZIONE
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NEW AUTOMATIC SLIDING GATE
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NUOVO CANCELLO SCORREVOLE AUTOMATICO
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NEW GAS CABINET WITH CONCRETE BASEMENT
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NUOVO ARMADIO GAS CON BASAMENTO IN CALCESTRUZZO
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NEW DRAINAGE FIELD
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NUOVO BACINO DI DISPERSIONE
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REPOSITION FACILITY IDENTIFICATION SIGNAL
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SPOSTAMENTO CARTELLO IDENTIFICATIVO DELLA STRUTTURA
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ASPHALT EDGE
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LIMITE ASFALTO
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CONCEPTUAL AT SETBACK - REF. UFC 4-010-01
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DISTANZA DI RISPETTO AT/FP
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PERIMETER FENCE
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RECINZIONE PERIMETRALE
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ANTI NOISE METALLIC SCREEN
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BARRIERA FONOASSORBENTE
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NEW NON-SLIP CONCRETE PAVEMENT
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NUOVA PAVIMENTAZIONE IN CLS RIGATO
| 003-C.pdf |
| Fogli e viste |
| C-101 |
| 11_B939-C-102-100%.pdf |
| Fogli e viste |
| C-102 |
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