Attachment H - DWG_03of42.pdf

PDF 31 MB Posted Mar 28, 2023

Attached to: P91332, Phase 4 Family Housing at Villaggio, Vicenza, Italy
Solicitation number: N6247023R0004
Issued by: Department of the Navy Naval Facilities Engineering Command

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Other files

File	Type	Posted
N6247023R0004 Amend 0008.pdf	PDF	Oct 26, 2023
N6247023R0004 Amend 0007.pdf	PDF	Jun 14, 2023
Attachment AG_Amend0006_DWG_CIVIL.pdf	PDF	Jun 6, 2023
N6247023R0004 Amend 0006.pdf	PDF	Jun 6, 2023
Attachment AF_Amend0006_DWG_ELEC.pdf	PDF	Jun 6, 2023
Attachment AH_Amend0006_DWG_LARCH.pdf	PDF	Jun 6, 2023
Attachment AE_Amend0006_Spec.pdf	PDF	Jun 6, 2023
Revised Attachment E - Schedule B Price Proposal Form_24MAY2023.pdf	PDF	May 31, 2023
Attachment AD_DWG_1of1_ARCH.pdf	PDF	May 31, 2023
Attachment AC_Amend0005_Spec.pdf	PDF	May 31, 2023
N6247023R0004 Amend 0005.pdf	PDF	May 31, 2023
Attachment Z - Amend0004_DWG_10of12_PLUMB.pdf	PDF	May 23, 2023
Attachment AB - Amend0004_DWG_12of12_TELECOM.pdf	PDF	May 23, 2023
Attachment X - Amend0004_DWG_8of12_INT.pdf	PDF	May 23, 2023
Attachment AA - Amend0004_DWG_11of12_ELEC.pdf	PDF	May 23, 2023
Attachment Q - Amend0004_DWG_1of12_GEN.pdf	PDF	May 23, 2023
Attachment Y - Amend0004_DWG_9of12_FPE.pdf	PDF	May 23, 2023
Attachment W - Amend0004_DWG_7of12_ARCH02.pdf	PDF	May 23, 2023
Attachment R - Amend0004_DWG_2of12_CIV01.pdf	PDF	May 23, 2023
N6247023R0004 Amend 0004.pdf	PDF	May 23, 2023
Attachment V - Amend0004_DWG_6of12_ARCH01.pdf	PDF	May 23, 2023
Attachment T - Amend0004_DWG_4of12_LARCH.pdf	PDF	May 23, 2023
Attachment P - Amend0004_Spec Changes.pdf	PDF	May 23, 2023
Attachment U - Amend0004_DWG_5of12_STR.pdf	PDF	May 23, 2023
Attachment S - Amend0004_DWG_3of12_CIV02.pdf	PDF	May 23, 2023
N6247023R0004 Amend 0003.pdf	PDF	Apr 27, 2023
Attachment O - Site Visit Roster.pdf	PDF	Apr 17, 2023
N6247023R0004 Amend 0002.pdf	PDF	Apr 17, 2023
N6247023R0004 Amend 0001.pdf	PDF	Apr 6, 2023
Attachment H - DWG_24of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_06of42.pdf	PDF	Mar 28, 2023
Attachment K - HAZMAT Report.pdf	PDF	Mar 28, 2023
Attachment H - DWG_34of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_19of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_01of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_42of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_32of42.pdf	PDF	Mar 28, 2023
Attachment L - DWG Index.pdf	PDF	Mar 28, 2023
Attachment H - DWG_29of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_12of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_14of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_21of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_30of42.pdf	PDF	Mar 28, 2023
Attachment M - Anti-Mafia Self-Certification Form for Contracts between 150000 and 5382000.pdf	PDF	Mar 28, 2023
Attachment I - UXO Report.pdf	PDF	Mar 28, 2023
Attachment H - DWG_39of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_18of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_23of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_35of42.pdf	PDF	Mar 28, 2023
Attachment H - DWG_08of42.pdf	PDF	Mar 28, 2023

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1. A HAZARDOUS MATERIALS SURVEY OF BUILDINGS NUMBERS 1, 4, 32, 33, 115, 150, 223, AND 234 HAS BEEN CONDUCTED TO REPRESENT EACH BUILDING TYPE IN THE VILLAGGIO HOUSING AREA AND BUILDING 440 AT CASERMA EDERLE. RESULTS OF THE SURVEY ARE INCLUDED IN THE

“HAZARDOUS MATERIALS AND ENVIRONMENTAL SURVEY REPORT” INCLUDED IN THE CONTRACT DOCUMENTS. HAZMAT QUANTITIES FOUND IN THE SURVEYED BUILDINGS ARE INCLUDED IN ATTACHMENT 1C OF THE REPORT/

UNA INDAGINE RELATIVA ALLA PRESENZA DI MATERIALI PERICOLOSI È STATA CONDOTTA PRESSO GLI EDIFICI 1, 4, 32, 33, 115, 150, 223 E 234 IN RAPPRESENTANZA DI TUTTE LE TIPOLOGIE DI EDIFICI PRESENTI PRESSO IL SITO VILLAGGIO HOUSING E PRESSO L'EDIFICIO 440 DELLA CASERMA

EDERLE. I RISULTATI DELL'INDAGINE SONO DETTAGLIATI NEL DOCUMENTO “HAZARDOUS MATERIALS AND ENVIRONMENTAL SURVEY REPORT” INCLUSO NEI DOCUMENTI DI CONTRATTO. I QUANTITATIVI DEI MATERIALI PERICOLOSI PRESENTI NEGLI EDIFICI INVESTIGATI SONO RIPORTATI

NELL'ALLEGATO 1C DEL REPORT.

2. ALL QUANTITIES ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL MATERIAL QUANTITIES AND CONDITIONS IN ALL BUILDINGS TO BE ABATED. DUE TO HISTORICAL RENOVATIONS AND/OR THE INSTALLATION OF DIFFERENT MATERIALS DURING CONSTRUCTION, THE PRESENCE, LOCATION AND QUANTITIY OF ASBESTOS AND OTHER HAZMATS IN THE SURVEYED BUILDING MAY NOT BE REPRESENTATIVE OF OTHER BUILDINGS OF ITS TYPE. /

TUTTI I QUANTITATIVI SONO APPROSSIMATI. L'APPALTATORE DOVRÀ VERIFICARE TUTTI I QUANTITATIVI E LE CONDIZIONI DEI MATERIALI IN TUTTI GLI EDIFICI DA DEMOLIRE. A SEGUITO DI RISTRUTTURAZIONI E/O INSTALLAZIONI DI MATERIALI DIFFERENTI DURANTE LA REALIZZAZIONE, LA

PRESENZA, UBICAZIONE E QUANTITÀ DI AMIANTO E ALTRI MATERIALI PERICOLOSI NEGLI EDIFICI INVESTIGATI POTREBBE NON ESSERE RAPPRESENTATIVA DEGLI ALTRI EDIFICI DI QUEL TIPO.

3. ADDITINIONAL ACMs WERE FOUND DURING DEMOLITION WORKS OF PHASE 1 (SEE ADDENDUM A OF THE HAZARDOUS MATERIAL REPORT). BIDDERS SHALL PRICE PROJECT TO INCLUDE REMOVAL OF THESE MATERIALS./

ULTERIORI MATERIALI CONTENENTI AMIANTO SONO STATI TROVATI DURANTE LE ATTIVITA' DI DEMOLIZIONE FASE 1 (VEDERE ADDENDUM A DEL DOCUMENTO "HAZARDOUS MATERIAL REPORT"). GLI OFFERENTI DOVRANNO INCLUDERE NELLE LORO OFFERTE LA RIMOZIONE DI QUESTI

MATERIALI.

4. THE.CONTRACTOR SHALL MANAGE HAZARDOUS MATERIALS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS./

L'APPALTATORE DOVRÀ GESTIRE I MATERIALI PERICOLOSI IN ACCORDO CON QUANTO SPECIFICATO NEI DOCUMENTI DI CONTRATTO.

5. ALL SPECIFIED ASBESTOS-CONTAINING MATERIALS (ACM) SHALL BE REMOVED IN ACCORDANCE WITH SPECIFICATION "ASBESTOS REMEDIATION."/

TUTTI I MATERIALI CONTENENTI AMIANTO (MCA) DOVRANNO ESSERE ELIMINATI IN ACCORDO CON LA SPECIFICA “ASBESTOS REMEDIATION”

6. WHEN SUSPECT MATERIALS ARE ENCOUNTERED FOR WHICH ASBESTOS SAMPLING DATA ARE NOT AVAILABLE, CONTRACTOR SHALL SAMPLE AND TEST EACH SUSPECTED MATERIAL. THE SAMPLING AND TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL AND

COMMONWEALTH LOCAL REGULATIONS./

QUANDO VENGONO INCONTRATI MATERIALI SOSPETTI PER I QUALI NON SONO DISPONIBILI DATI DI CAMPIONAMENTO, L'APPALTATORE DOVRA' CAMPIONARE E ANALIZZARE OGNI MATERIALE SOSPETTO. IL CAMPIONAMNETO E LE ANALISI DOVRANNO ESSERE REALIZZATI IN ACCORDO CON

TUTTE LE LEGGI FEDERALI, DEL COMMONWEALTH E LOCALI.

7. IN ACCORDANCE WITH U.S. EPA AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, OSHA ASBESTOS CONSTRUCTION STANDARD, AND NATIONAL EMISSION STANDARD FOR HAZARDOUS AIR POLLUTANTS (NESHAP), ASSUMED ACMS (DESCRIBED AS “POTENTIAL

ASBESTOS PRESENCE” IN THE HAZARDOUS MATERIALS REPORT”) MAY BE DETERMINED TO BE NEGATIVE (NON-ACM) ONLY THROUGH SAMPLING AND ANALYSIS. THIS INCLUDES THE RECOMMENDATION THAT SPECIAL CASE MATERIALS (NON-FRIABLE ORGANICALLY BOUND (NOB) MATERIALS), SUCH AS MASTICS, BE ANALYZED BY TRANSMISSION ELECTRON MICROSCOPY (TEM) TO CONFIRM THE ABSENCE OF ASBESTOS IF ALL POLARIZED LIGHT MICROSCOPY (PLM) ANALYSES ARE NEGATIVE. THE CONTRACTOR SHALL ADDRESS AND COMPLY WITH THE SAMPLING AND ANALYSES OF

SUSPECT MATERIALS IN THE CERTIFIED INDUSTRIAL HYGIENIST (CIH) APPROVED ASBESTOS HAZARD ABATEMENT PLAN PER SPECIFICATION SECTION "ASBESTOS REMEDIATION."/

IN ACCORDO CON LE LEGGI U.S. EPA AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), STANDARD OSHA PER AMIANTO NELLE COSTRUZIONI, E STANDARD NAZIONALI PER L'EMISSIONE DEGLI INQUINANTI IN ARIA (NESHAP), I PRESUNTI MCA ( DESCRITTI COME POTENZIALI

MATERIALI CONTENENTI AMIANTO NELL' HAZARDOUS MATERIALS AND ENVIRONMENTAL SURVEY REPORT) POSSONO ESSERE CONSIDERATI NON CONTENENTI AMIANTO (NON MCA) SOLAMENTE ATTRAVERSO IL CAMPIONAMENTO E LE ANALISI. CIÒ INCLUDE LA RACCOMANDAZIONE CHE

PARTICOLARI TIPO DI MATERIALI ( MATERIALI NON FRIABILI LEGATI ORGANICAMENTE (NOB)), COME MASTICI, DEVONO ESSERE ANALIZZATI MEDIANTE MICROSCOPIA ELETTRONICA A TRASMISSIONE (TEM) PER CONFERMARE LA PRESENZA DI AMIANTO QUALORA LE ANALISI CON MICROSCOPIA

OTTICA IN LUCE POLARIZZATA (PLM) RISULTASSERO NEGATIVE. L'APPALTATORE DOVRÀ AFFRONTARE IL CAMPIONAMENTO E ALLE ANALISI DEL MATERIALI SOSPETTI NEL PIANO DI LAVORO APPROVATO DELL'IGENISTA INDUSTRIALE CERTIFICATO E ATTENERVISI, SECONDO QUANTO

DETTAGLIATO NELLA SPECIFICA “ASBESTOS REMEDIATION”

8. SUSPECT MATERIALS THAT COULD NOT BE SAMPLED WITHOUT CAUSING DAMAGE TO OR IMPACTING THE OPERABILITY OF EQUIPMENT WERE ASSUMED TO BE ACM. THESE MATERIALS SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION SECTION "ASBESTOS REMEDIATION."

CONTRACTOR SHALL SAMPLE AND TEST ASSUMED ACMs AND AWAIT DIRECTION FROM THE COTR./

MATERIALI SOSPETTI CHE NON POSSONO ESSERE PRELEVATI SENZA CAUSARE DANNI O IMPATTARE L'OPERABILITÀ DELLE ATTREZZATURE SONO DA ASSUMERSI MCA. QUESTI MATERIALI DEVONO ESSERE MANIPOLATI IN ACCORDO CON QUANTO DETTAGLIATO NELLA SPECIFICA “ASBESTOS

REMEDIATION”. L'APPALTATORE DOVRÀ CAMPIONARE E ANALIZZARE I PRESUNTI MCA E ATTENDERE INDICAZIONI DEL CONTRACTING OFFICER TECHINCAL REPRESENTATIVE.

9. IF CONTRACTOR ACTIVITIES WILL RENDER AN ACM MATERIAL FRIABLE, OR A COMPONENT/SUBSTRATE ATTACHED TO THE ACM IS TO BE RECYCLED, ACM SHALL BE REMOVED IN ACCORDANCE WITH SPECIFICATION SECTION "ASBESTOS REMEDIATION."/

SE LE ATTIVITÀ DELL'APPALTATORE DOVESSERO RENDERE UN MCA FRIABILE O UN COMPONENTE / SOTTOSTRATO LEGATO AL MCA DEVE ESSERE RECICLATO, TUTTO IL MCA DEVE ESSERE RIMOSSO IN ACCORDO CON LA SPECIFICA “ASBESTOS REMEDIATION”

10.ALL MATERIALS LISTED AS CONTAINING TRACE (<1%) ASBESTOS SHALL BE HANDLED IN ACCORDANCE WITH OSHA ASBESTOS STANDARD (29 CFR 1926.1101)./

TUTTI I MATERIALI ELENCATI COME CONTENENTI TRACCE (< 1%) DI AMIANTO DEVONO ESSERE MANIPOLATI IN ACCORDO CON LO STANDARD OSHA PER AMIANTO (29 CFR 1926.1101)

11.IF SUSPECT HAZARDOUS MATERIALS ARE ENCOUNTERED IN AREAS NOT INDICATED TO CONTAIN THESE MATERIALS, CONSTRUCTION ACTIVITIES SHALL CEASE AND SAMPLING OR ASSESSMENTS SHALL BE CONDUCTED. IF THE MATERIALS ARE DETERMINED NECESSARY FOR REMOVAL, THEN THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF SPECIFICATION SECTION "ASBESTOS REMEDIATION," "LEAD REMEDIATION," "HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs AND MERCURY," "REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS

(PCBs)," “TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS”, AND “MOLD REMEDITATION”./

SE SI DOVESSERO RISCONTRARE MATERIALI SOSPETTI PERICOLOSI IN AREE OVE NON ERANO PREVISTI, LE ATTIVITÀ DI COSTRUZIONE DEVONO IMMEDIATAMENTE FERMARSI E DOVRÀ ESSERE ESEGUITA UNA VALUTAZIONE O CAMPIONAMENTO. SE I MATERIALI DEVONO ESSERE RIMOSSI, L'APPALTATORE DEVE ADERIRE AI REQUISITI DELLE SPECIFICHE "ASBESTOS REMEDIATION," "LEAD REMEDIATION," "HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBS AND MERCURY," "REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBS)," “TRANSPORTATION

AND DISPOSAL OF HAZARDOUS MATERIALS”, E “MOLD REMEDIATION”.

12.BIDDERS SHALL PRICE PROJECT TO INCLUDE REMOVAL OF ASSUMED ACM AS ACM./

GLI OFFERENTI DEVONO QUOTARE LA RIMOZIONE DI SOSPETTO MCA COME MCA.

13.A LEAD-CONTAINING MATERIALS SURVEY OF THE BUILDINGS LISTED IN GENERAL NOTE NUMBER 1 HAS BEEN CONDUCTED. RESULTS OF THAT SURVEY HAVE BEEN INCLUDED IN THE “HAZARDOUS MATERIALS SURVEY REPORT.” ALL UNTESTED SURFACE COATINGS ARE DESIGNATED AS

LEAD CONTAINING UNTIL THEY HAVE BEEN PROPERLY SAMPLED AND TESTED./

È STATA ESEGUITA UN'INDAGINE RELATIVA A MATERIALI CONTENENTI PIOMBO DEGLI EDIFICI ELENCATI NELLE NOTE GENERALI NUMERO 1. I RISULTATI DELL'INDAGINE SONO INCLUSI NELL' HAZARDOUS MATERIALS AND ENVIRONMENTAL SURVEY REPORT. TUTTI I RIVESTIMENTI DELLE

SUPERFICI NON ANALIZZATI DOVRANNO ESSERE INDICATI COME CONTENENTI PIOMBO, FINCHÈ NON SARANNO CORRETTAMENTE CAMPIONATI E ANALIZZATI

14.THE TESTING COMBINATIONS AND PAINT AND SURFACE COATINGS REPRESENTED BY INDIVIDUAL TESTING OR SAMPLE LOCATIONS MAY BE PRESENT IN OTHER PARTS OF THE PROJECT AREAS./

LE COMBINAZIONI DI PROVE E I RIVESTIMENTI DI PITTURE E SUPERFICI RAPPRESENTATE DA SINGOLE PROVE O DA PUNTI DI CAMPIONAMENTO POSSONO ESSERE PRESENTI IN ALTRE ZONE DELL'AREA DI PROGETTO.

15.ALL DEMOLITION AND WORK IMPACTING MATERIALS WITH LEADED PAINT (CONTAINING LEAD IN ANY AMOUNT) SHALL BE CONDUCTED IN ACCORDANCE WITH OSHA LEAD IN CONSTRUCTION STANDARD (29 CFR 1926.62) AND THE FINAL GOVERNING STANDARDS /

TUTTI I LAVORI DI DEMOLIZIONE CHE INTERESSANO MATERIALI CON VERNICE AL PIOMBO (CONTENENTI PIOMBO IN QUALSIASI CONCENTRAZIONE) DOVRANNO ESSERE ESEGUITI IN ACCORDO CON GLI STANDARD OSHA PER IL PIOMBO NELLE COSTRUZIONI ( 23 CFR 1926.62) E I FINAL

GOVERNING STANDARDS.

16.CONTRACTOR SHALL COMPLY WITH OSHA 29 CFR 1910.1000 TOXIC AND HAZARDOUS SUBSTANCES. IN PARTICULAR CONTRACTOR SHALL PROTECT WORKERS AND BUILDING OCCUPANTS FROM EXPOSURE TO CRYSTALLINE SILICA DURING DEMOLITION OR OTHER WORK THAT DISTURBS

MASONRY, CERAMIC TILE, CONCRETE, OR PLASTER./

L'APPALTATORE DOVRÀ SODDISFARE I REQUISISTI DELLO STANDARD OSHA 29 CFR 1910.1000 PER SOSTANZE TOSSICHE E PERICOLOSE. IN PARTICOLARE L'APPALTATORE DOVRÀ PROTEGGERE I LAVORATORI E GLI OCCUPANTI DEGLI EDIFICI DALL'ESPOSIZIONE ALLA SILICE CRISTALLINA

DURANTE LE DEMOLIZIONI O ALTRI LAVORI CHE INTERESSANO MURATURA, PIASTRELLE CERAMICHE, CALCESTRUZZO O INTONACI.

17.ALL LIGHT BALLASTS AND LIGHT TUBES SHALL BE MANAGED IN ACCORDANCE WITH SPECIFICATION SECTION "OTHER HAZARDOUS AND SPECIAL WASTES REMOVAL AND DISPOSAL."/

TUTTI I BALLAST E I TUBI FLUORESCENTI DEVONO ESSERE GESTITI SECONDO QUANTO INDICATO NELLA SPECIFICA "OTHER HAZARDOUS AND SPECIAL WASTES REMOVAL AND DISPOSAL”.

18.OTHER HAZARDOUS MATERIALS (HAZMAT) SHALL BE REMOVED UNDER THIS CONTRACT. HAZMAT INCLUDES, BUT IS NOT LIMITED TO, POLYCHLORINATED BIPHENYL (PCB) OR DI-2-ETHYLHEXYL PHTHALATE (DEHP) CONTAINING LIGHT BALLASTS, MERCURY-CONTAINING FLUORESCENT

LIGHT TUBES / BULBS, HIGH INTENSITY DISCHARGE BALLASTS AND LAMPS, COMPACT FLOURESCENT AND HALOGEN BULBS, LOW-LEVEL RADIOACTIVE SOURCES (SUCH AS SMOKE AND MOTION DETECTORS), OZONE-DEPLETING SUBSTANCES (ODS) CONTAINING EQUIPMENT, BATTERIES AND

BATTERY CHARGERS, FIRE EXTINGUISHERS, TRANSFOMERS AND SWITCHGEAR, GENERATOR COOLANT AND LUBRICATING SYSTEMS, AND STORED CHEMICALS INCLUDING OILS, LUBRICANTS, PAINTS, VARNISHES, CLEANERS, CORROSIVES, OXIDIZERS, AND COMPRESSED GASSES./

ALTRI MATERIALI PERICOLOSI DOVRANNO ESSERE RIMOSSI SOTTO QUESTO CONTRATTO. I MATERIALI PERICOLOSI INCLUDONO MA NON SONO LIMITATI A: POLICLOROBIFENILI (PCB), BALLAST CONTENENTI DI-2-ETILESILFTALATO, TUBI FLUORESCENTI/LAMPADINE CONTENENTI MERCURIO, ALIMENTATORI E LAMPADE A SCARICA AD ALTA INTENSITÀ, LAMPADINE ALOGENE E FLUORESCENTI COMPATTE, FONTI RADIOATTIVE DI BASSO LIVELLO (COME RILEVATORI DI FUMO E DI MOVIMENTO), APPARECCHIATURE CONTENENTI SOSTANZE OZONO LESIVE, BATTERIE E CARICABATTERIE, ESTINTORI, TRASFORMATORI E INTERRUTTORI, SISTEMI DI RAFFREDDAMENTO E LUBRIFICAZIONE DEI GENERATORI, E PRODOTTI CHIMICI STOCCATI COME OLI, LUBRIFICANTI, VERNICI, LACCHE, DETERGENTI, AGENTI CORROSIVI E OSSIDANTI.

19.SEE OTHER DISCIPLINE DRAWINGS FOR DEMOLITION SCOPE./

FARE RIFERIMENTO ALLE TAVOLE DELLE ALTRE DISCIPLINE PER LO SCOPO DI LAVORO RELATIVO ALLE DEMOLIZIONI.

GENERAL NOTES:/

NOTE GENERALI:

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AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

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6506 HAMPTON BLVD

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NORFOLK, VA

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R. STEPHENS, PE

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PM/DM

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BRANCH MANAGER

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DESIGN DIRECTOR

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FIRE PROTECTION

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DEPARTMENT OF THE NAVY

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DRAWFORM REVISION: 12 APRIL 2018

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SEAL

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A/E INFO

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EPROJECT NO.:

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VILLAGGIO

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VICENZA, ITALY

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CCA/MPO

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JMW

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7 DECEMBER 2022

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SSMH

21152

SSMH

21051

SSMH

21050

SSMH

21046

SSMH

22545

SSMH

22546

SSMH

21317

SSMH

21293

SSMH

21080

SSMH

21092

SSMH

21709

SSMH

21731

SSMH

21635

SSMH

21563

SSMH

21489

SSMH

21417

SSMH

21368

SSMH

10942

SSMH

10950

SSMH

22286

SSMH

22273

SSMH

10527

SSMH

10557

SSMH

10586

SSMH

10592

SSMH

10606

SSMH

11179

SSMH

11196

SSMH

12654

SSMH

12607

SSMH

12579

SSMH

ROOF DRAIN JB

21218

UNKNOWN MH

21217

SDMH

20519

SD GRATE

21220

SD GRATE

22520

CURB INLET

SD GRATE

20651

SD GRATE

20885

SDMH

20874

SDMH

20904

SDMH

20928

CURB INLET

UNKNOWN MH

SDMH

UNKNOWN MH

CURB INLET

SD GRATE

SSMH

SDMH

21732

SD GRATE

21804

SD GRATE

21826

SD GRATE

21896

SD GRATE

21896

SD GRATE

22000

SD GRATE

22001

SD GRATE

22015

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SDMH

CURB INLET

SD GRATE

CURB INLET

SDMH

SD GRATE

SDMH

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SD GRATE

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SDMH

SD GRATE

SDMH

22433

SDMH

22428

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SDMH

12426

SSMH

12629

CURB INLET

SSMH

12339

SSMH

12350

SSMH

12182

SSMH

12058

SSMH

11997

SSMH

12007

SDMH

12008

SD GRATE

SDMH

12118

SD GRATE

11678

SD GRATE

11381

SDMH

11003

SDMH

SD GRATE

SSMH

11860

SSMH

11984

SD GRATE

11698

SD GRATE

11676

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SD GRATE

12482

SD GRATE

12871

SD GRATE

12950

SD GRATE

12904

SD GRATE

13039

SD GRATE

13074

SD GRATE

22209

SSMH

20840

SSMH

20720

SDMH

20917

CURB INLET

SSMH

SDMH

12529

SDMH

12771

CURB INLET

SDMH

SSMH

CURB INLET

SDMH

10951

SD GRATE

13611

SDMH

SD GRATE

SDMH

SSMH

13382

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SDMH

CURB INLET

SD GRATE

SDMH

CURB INLET

SSMH

TOP= 33

.10

TOP= 33.10

TOP= 33

.12

TOP= 33

.12

TOP= 33

.13

TOP= 33

.13

TOP= 33.13

TOP= 33

.13

TOP= 33

.12

TOP= 33

.12

TOP= 32

.80

TOP= 32

.80

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.80

TOP= 32

.80

VILLAGGIO

ACCESSO

B150

B32

B33

B223

B234

B115

PHASE 2 /

PHASE 1 /

PHASE 4 /

PHASE 3 /

FASE 2

FASE 3

FASE 4

FASE 1

FASE 4

FASE 1

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AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

HAZARDOUS MATERIALS SURVEYED BUILDINGS SITE PLAN/

PIANTA EDIFICI ESAMINATI MATERIALI PERICOLOSI DEL SITO

SCALE 1:1.500

GENERAL NOTES THIS SHEET/

1. ONLY PHASE 4 IS SUBJECT TO DEMOLITION WORKS, PHASE 1, 2 AND 3

ARE NOT IN CONTRACT / I LAVORI DI DEMOLIZIONE RIGUARDERANNO

SOLAMENTE LA FASE 4. LE FASI 1, 2 E 3 NON SONO NEL CONTRATTO.

LEGEND /

BUILDING TYPE A /

LEGENDA

EDIFICIO TIPO A

BUILDING TYPE B /

EDIFICIO TIPO B

BUILDING TYPE C /

EDIFICIO TIPO C

BUILDING TYPE D /

EDIFICIO TIPO D

BUILDING TYPE E-F /

EDIFICIO TIPO E-F

NOTE GENERALI DELLA TAVOLA

1:1.500

0 75 150

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

PLAN

NORTH

AutoCAD SHX Text T2

AutoCAD SHX Text T1

AutoCAD SHX Text T2

AutoCAD SHX Text T1

AutoCAD SHX Text T2

AutoCAD SHX Text

FC:31.14

AutoCAD SHX Text 25mm tubo x TV I=31.30

AutoCAD SHX Text I=30.95

AutoCAD SHX Text I=31.43

AutoCAD SHX Text I=31.45

AutoCAD SHX Text I=31.18

AutoCAD SHX Text I=31.500

AutoCAD SHX Text I=31.26

AutoCAD SHX Text I=30.75

AutoCAD SHX Text I=30.95

AutoCAD SHX Text I=30.75

AutoCAD SHX Text I=31.05

AutoCAD SHX Text I=31.35

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C1200

AutoCAD SHX Text %%C1500

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C110

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C300

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C1200

AutoCAD SHX Text %%C1500

AutoCAD SHX Text %%C1000

AutoCAD SHX Text

AutoCAD SHX Text %%C1000

AutoCAD SHX Text %%C1200

AutoCAD SHX Text

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text 200 fognaL=32.6m 0.3%

AutoCAD SHX Text I=29,644

AutoCAD SHX Text 200 fogna L=123.5m 0.5%

AutoCAD SHX Text I=30,262

AutoCAD SHX Text 200 fogna L=17.4m 0.5%

AutoCAD SHX Text 200 fogna

AutoCAD SHX Text I=30,57

AutoCAD SHX Text I=30,40

AutoCAD SHX Text I=30,346

AutoCAD SHX Text I=31,00

AutoCAD SHX Text I=30,44

AutoCAD SHX Text I=31,700

AutoCAD SHX Text 200 fognaL=29.2m 0.5%

AutoCAD SHX Text I=31,14

AutoCAD SHX Text I=32.00

AutoCAD SHX Text I=31,28

AutoCAD SHX Text 150 fogna

AutoCAD SHX Text I=31,775

AutoCAD SHX Text 200 fogna

AutoCAD SHX Text 200 fogna L=67m 0.5%

AutoCAD SHX Text I=30,744

AutoCAD SHX Text I=30,87

AutoCAD SHX Text I=31,572

AutoCAD SHX Text I=31,023

AutoCAD SHX Text I=31,00

AutoCAD SHX Text I=30,974

AutoCAD SHX Text 200 fogna L=63.7m 0.5%

AutoCAD SHX Text 200 fogna L=50.8m 0.5%

AutoCAD SHX Text 200 fogna

AutoCAD SHX Text I=31,38

AutoCAD SHX Text 200 fogna L=85.5m 0.5%

AutoCAD SHX Text I=31,38

AutoCAD SHX Text I=31,46

AutoCAD SHX Text 200 fogna

AutoCAD SHX Text 150 fognaL=19,8m 0,5%

AutoCAD SHX Text I=31,80

AutoCAD SHX Text I=31,277

AutoCAD SHX Text I=32,042

AutoCAD SHX Text 200 fogna

AutoCAD SHX Text 200 fogna L=17.7 0.5%

AutoCAD SHX Text I=31,55

AutoCAD SHX Text 200 fogna L=53.7m 0.5%

AutoCAD SHX Text 150 fognaL=9.5m 1%

AutoCAD SHX Text I=30,95

AutoCAD SHX Text 100 fognaL=15m 16.5%

AutoCAD SHX Text I=30,80

AutoCAD SHX Text I=30,97

AutoCAD SHX Text I=30,63

AutoCAD SHX Text 200 fognaL=23.6m 1%

AutoCAD SHX Text I=30.745

AutoCAD SHX Text 200 fogna L=123.5m 0.5%

AutoCAD SHX Text I=30,409

AutoCAD SHX Text 100 fognaL=3.9m 15%

AutoCAD SHX Text 100 fognaL=2.8m

AutoCAD SHX Text 150 fognaL=1.9m 1%

AutoCAD SHX Text 200 fognaL=18.5m 0.5%

AutoCAD SHX Text 150 fognaL=1m 15%

AutoCAD SHX Text 200 fognaL=20.3m 0.5%

AutoCAD SHX Text 100 fognaL=9.8m 0.5%

AutoCAD SHX Text 150 fognaL=11.8m 0.5%

AutoCAD SHX Text I=31,85

AutoCAD SHX Text I=32,20

AutoCAD SHX Text 150 fognaL=8.1m 0.5%

AutoCAD SHX Text I=31,91

AutoCAD SHX Text I=32,10

AutoCAD SHX Text 200 fognaL=21.1 0.5%

AutoCAD SHX Text 200 fognaL=25m 0.5%

AutoCAD SHX Text I=32,200

AutoCAD SHX Text 150 fognaL=9.1 6.9%

AutoCAD SHX Text I=31,240

AutoCAD SHX Text 200 fogna L=88.7m 1%

AutoCAD SHX Text I=31,05

AutoCAD SHX Text I=31,950

AutoCAD SHX Text I=32,000

AutoCAD SHX Text I=32,200

AutoCAD SHX Text I=32,250

AutoCAD SHX Text I=32,300

AutoCAD SHX Text I=32,500

AutoCAD SHX Text I=30,744

AutoCAD SHX Text I=31.38

AutoCAD SHX Text I=31.65

AutoCAD SHX Text I=30,63

AutoCAD SHX Text I=30.75

AutoCAD SHX Text I=30.95

AutoCAD SHX Text I=30.75

AutoCAD SHX Text I=31,80

AutoCAD SHX Text I=31,85

AutoCAD SHX Text I=31,80

AutoCAD SHX Text I=31.42

AutoCAD SHX Text I=31.25

AutoCAD SHX Text I=31.00

AutoCAD SHX Text I=31.60

AutoCAD SHX Text I=31.25

AutoCAD SHX Text I=31.42

AutoCAD SHX Text I=32.00

AutoCAD SHX Text I=31,90

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

100 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

100 ACQUA

AutoCAD SHX Text I=31.70

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=30.50

AutoCAD SHX Text antinc/acqua I=30.80

AutoCAD SHX Text antinc/acqua I=30.50

AutoCAD SHX Text acqua I=31.25

AutoCAD SHX Text acqua I=30.75

AutoCAD SHX Text antinc/acqua I=30.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua 100 I=31.20

AutoCAD SHX Text acqua I=30.70

AutoCAD SHX Text acqua I=31.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=30.30

AutoCAD SHX Text acqua I=30.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text I=30.70

AutoCAD SHX Text acqua/antinc I=31.00

AutoCAD SHX Text acqua I=31.75

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=31.20

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua 50 I=31,60

AutoCAD SHX Text acqua 31.40

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=31.50

AutoCAD SHX Text acqua 50 I=31.70acqua 200 I=31.20

AutoCAD SHX Text acque I=31.70

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

50(TYP)

AutoCAD SHX Text

AutoCAD SHX Text %%C200

AutoCAD SHX Text

80 (TYP.)

AutoCAD SHX Text

80 (TYP.)

AutoCAD SHX Text

80 (TYP.)

AutoCAD SHX Text

AutoCAD SHX Text %%C200

AutoCAD SHX Text

80(TYP.)

AutoCAD SHX Text

%%C50 (TYP.)

AutoCAD SHX Text

25 (TYP)

AutoCAD SHX Text

50 (TYP)

AutoCAD SHX Text

25 (TYP)

AutoCAD SHX Text

80 (TYP)

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

80(TYP.)

AutoCAD SHX Text

25 (TYP)

AutoCAD SHX Text

50 (TYP)

AutoCAD SHX Text

25 (TYP)

AutoCAD SHX Text

AutoCAD SHX Text %%C1200

AutoCAD SHX Text %%C1500

AutoCAD SHX Text %%C1200

AutoCAD SHX Text

AutoCAD SHX Text %%C1000

AutoCAD SHX Text

AutoCAD SHX Text %%C1000

AutoCAD SHX Text %%C1200

AutoCAD SHX Text

AutoCAD SHX Text %%C300

AutoCAD SHX Text

AutoCAD SHX Text pozzetto dreno aggiunto

AutoCAD SHX Text

AutoCAD SHX Text 62A

AutoCAD SHX Text Z

AutoCAD SHX Text U

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text 86A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text V1

AutoCAD SHX Text

AutoCAD SHX Text T1

AutoCAD SHX Text E1

AutoCAD SHX Text 68A

AutoCAD SHX Text N1

AutoCAD SHX Text Q1

AutoCAD SHX Text

AutoCAD SHX Text P1

AutoCAD SHX Text rim:33,000

AutoCAD SHX Text rim:32,635

AutoCAD SHX Text rim: 32,530

AutoCAD SHX Text rim: 33,000

AutoCAD SHX Text rim: 32,960

AutoCAD SHX Text rim: 32,68

AutoCAD SHX Text rim:32,72

AutoCAD SHX Text rim: 32,100

AutoCAD SHX Text rim: 32,330

AutoCAD SHX Text rim: 32,135

AutoCAD SHX Text rim: 32,540

AutoCAD SHX Text rim:32,660

AutoCAD SHX Text rim:32,56

AutoCAD SHX Text rim: 32,122

AutoCAD SHX Text rim: 32,095

AutoCAD SHX Text rim: 32,015

AutoCAD SHX Text rim: 31,925

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,10

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,20

AutoCAD SHX Text rim: 32,015

AutoCAD SHX Text rim: 32,100

AutoCAD SHX Text rim: 31,950

AutoCAD SHX Text rim: 32,310

AutoCAD SHX Text rim: 32,410

AutoCAD SHX Text rim: 32,251

AutoCAD SHX Text rim: 32,530

AutoCAD SHX Text rim: 32,710

AutoCAD SHX Text rim: 32,72

AutoCAD SHX Text

AutoCAD SHX Text rim:33,000

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,920

AutoCAD SHX Text

AutoCAD SHX Text rim:32,920

AutoCAD SHX Text

AutoCAD SHX Text rim:32,920

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,850

AutoCAD SHX Text rim: 32,980

AutoCAD SHX Text rim: 33,080

AutoCAD SHX Text rim: 33,120

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,690

AutoCAD SHX Text clean out 150 I= 31,269

AutoCAD SHX Text Y

AutoCAD SHX Text clean out 150 I= 31,271

AutoCAD SHX Text clean out 150 I= 31,564

AutoCAD SHX Text clean out 200 I= 31,512

AutoCAD SHX Text clean out 150 I= 31,826

AutoCAD SHX Text T

AutoCAD SHX Text clean out 200 I= 31,657

AutoCAD SHX Text clean out 150 I= 31,782

AutoCAD SHX Text clean out 150 I= 31,672

AutoCAD SHX Text clean out 150 I=32,48

AutoCAD SHX Text G

AutoCAD SHX Text clean out 150 I=32,320

AutoCAD SHX Text clean out 150 I=32,406

AutoCAD SHX Text clean out 150 I=32,229

AutoCAD SHX Text K

AutoCAD SHX Text clean out 150 I=32,270

AutoCAD SHX Text L

AutoCAD SHX Text clean out 200 I=32,185

AutoCAD SHX Text J

AutoCAD SHX Text clean out 200 I=32,350

AutoCAD SHX Text M

AutoCAD SHX Text clean out 200 I=32,350

AutoCAD SHX Text P

AutoCAD SHX Text clean out 200 I=32,160

AutoCAD SHX Text clean out 150 I=32,422

AutoCAD SHX Text clean out 200 I= 31,288

AutoCAD SHX Text collegamento %%C150

AutoCAD SHX Text clean out 150 I=31,429

AutoCAD SHX Text clean out 200 I=31,60

AutoCAD SHX Text clean out 200 I=31,72

AutoCAD SHX Text raccordarsi con pozzetto #14 esist. che rimane rim: 32.208 verificare!

AutoCAD SHX Text raccordarsi con pozzetto #12 esist. che rimane rim: 31.775 verificare!

AutoCAD SHX Text raccordarsi con pozzetto #10 esist. che rimane rim: 32,034 verificare!

AutoCAD SHX Text clean out 150 I=31,538

AutoCAD SHX Text clean out 150 I=31,281

AutoCAD SHX Text A

AutoCAD SHX Text clean out 150 I=31,750

AutoCAD SHX Text C

AutoCAD SHX Text clean out 150 I=31,85

AutoCAD SHX Text raccordarsi con pozzetto #20 esist. che rimane rim: 32.169 verificare!

AutoCAD SHX Text clean out 150 I=31,90

AutoCAD SHX Text B

AutoCAD SHX Text O1

AutoCAD SHX Text clean out 200 I=31,80

AutoCAD SHX Text Z1

AutoCAD SHX Text clean out 150 I= 32.00

AutoCAD SHX Text K1

AutoCAD SHX Text clean out 150 I= 32.00

AutoCAD SHX Text L1

AutoCAD SHX Text clean out 150 I= 31.90

AutoCAD SHX Text M1

AutoCAD SHX Text

AutoCAD SHX Text rim : 32.95

AutoCAD SHX Text

AutoCAD SHX Text rim : 32.95

AutoCAD SHX Text

AutoCAD SHX Text clean out 200 I= 31.80

AutoCAD SHX Text A1

AutoCAD SHX Text clean out 200 I= 31.80

AutoCAD SHX Text

AutoCAD SHX Text clean out 200 I= 31.68

AutoCAD SHX Text C1

AutoCAD SHX Text clean out 200 I= 31.68

AutoCAD SHX Text

AutoCAD SHX Text clean out 200 I= 31.80

AutoCAD SHX Text B1

AutoCAD SHX Text clean out 200 I= 31.80

AutoCAD SHX Text clean out 200 I=32,28

AutoCAD SHX Text clean out 150 I=32,354

AutoCAD SHX Text pozzettino con griglia per gocciolatoio I=32,40

AutoCAD SHX Text

TOP 32.98

AutoCAD SHX Text

TOP 33.10

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 32.95

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 33.15

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 32.95

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 33.12

AutoCAD SHX Text

TOP 33.15

AutoCAD SHX Text

TOP 33.15

AutoCAD SHX Text

TOP 33.05

AutoCAD SHX Text

TOP 32.90

AutoCAD SHX Text RFI 63 - raccordarsi con pozzetto #13 esist. che rimane rim: 31.89 verificare!

AutoCAD SHX Text

TOP 33.12

AutoCAD SHX Text

TOP 33.14

AutoCAD SHX Text clean out 200 I=32,37

AutoCAD SHX Text

TOP 33.13

AutoCAD SHX Text

TOP 33.10

AutoCAD SHX Text

TOP 33.10

AutoCAD SHX Text

TOP 33.15

AutoCAD SHX Text

TOP 33.15

AutoCAD SHX Text

TOP 33.12

AutoCAD SHX Text

TOP 33.02

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,13

AutoCAD SHX Text

AutoCAD SHX Text rim: 32,23

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

100 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text idrante

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

100 ACQUA

AutoCAD SHX Text I=31.70

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=30.50

AutoCAD SHX Text antinc/acqua I=30.80

AutoCAD SHX Text antinc/acqua I=30.50

AutoCAD SHX Text acqua I=31.25

AutoCAD SHX Text antinc/acqua I=30.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua 100 I=31.20

AutoCAD SHX Text acqua I=30.70

AutoCAD SHX Text acqua I=31.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=30.30

AutoCAD SHX Text acqua I=30.50

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=30.80

AutoCAD SHX Text I=30.70

AutoCAD SHX Text acqua/antinc I=31.00

AutoCAD SHX Text acqua I=31.75

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=31.20

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua 50 I=31,60

AutoCAD SHX Text acqua 31.40

AutoCAD SHX Text acqua I=31.80

AutoCAD SHX Text acqua I=31.50

AutoCAD SHX Text acqua 50 I=31.70acqua 200 I=31.20

AutoCAD SHX Text acque I=31.70

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text

50 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

200 ACQUA

AutoCAD SHX Text

150 ACQUA

AutoCAD SHX Text

32 ACQUA

AutoCAD SHX Text GAS Connection point Punto di connessione GAS

AutoCAD SHX Text GAS Pressure reducing valve Valvola riduz. pressione GAS

AutoCAD SHX Text

PEAD 80 S5 DN50

AutoCAD SHX Text

PEAD 80 S5 DN32

AutoCAD SHX Text PEAD 80 S5 De160

AutoCAD SHX Text

PEAD 80 S5 DN90

AutoCAD SHX Text

PEAD 80 S5 DN90

AutoCAD SHX Text

PEAD 80 S5 DN65

AutoCAD SHX Text

PEAD 80 S5 DN40

AutoCAD SHX Text

PEAD 80 S5 DN40

AutoCAD SHX Text

PEAD 80 S5 DN40

AutoCAD SHX Text

PEAD 80 S5 DN 40

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text PEAD 80 S5 De140

AutoCAD SHX Text PEAD 80 S5 De160

AutoCAD SHX Text PE 80 S5 De160

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text

GAS DN150 M PRESS

AutoCAD SHX Text 100mm

AutoCAD SHX Text

CHWR

AutoCAD SHX Text

CHWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text 150mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text

CHWR

AutoCAD SHX Text

CHWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text 150mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text

CHWR

AutoCAD SHX Text

CHWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text 150mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text

CHWR

AutoCAD SHX Text

CHWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text

CHWR

AutoCAD SHX Text

CHWS

AutoCAD SHX Text

HWR

AutoCAD SHX Text

HWS

AutoCAD SHX Text 150mm

AutoCAD SHX Text 100mm

AutoCAD SHX Text E3

AutoCAD SHX Text G1

AutoCAD SHX Text G2

AutoCAD SHX Text E3

AutoCAD SHX Text G1

AutoCAD SHX Text G2

AutoCAD SHX Text G5

AutoCAD SHX Text G1

AutoCAD SHX Text

SUBSTATION

AutoCAD SHX Text

AutoCAD SHX Text 305A

AutoCAD SHX Text E3

AutoCAD SHX Text G1

AutoCAD SHX Text G2

AutoCAD SHX Text E3

AutoCAD…

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File details come from the government source that posted it. Updated Mar 28, 2023.