Attachment H - 1595974dwg10of43.pdf

PDF 20 MB Posted

Attached to
P-759, FAMILY HOUSING NEW CONSTRUCTION VILLAGGIO SW & CAMP EDERLE NORTH - VICENZA, ITALY
Solicitation number
N62470-20-R-4007
Issued by

About this file

Written by GovTribe AI ·

This document provides details for a federal contract solicitation for construction services. The solicitation number is N62470-20-R-4007 and is being issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy. The scope of work involves new construction of family housing at Villaggio Southwest and Camp Ederle North in Vicenza, Italy. Interested parties should review the solicitation and attachments for additional requirements and instructions. The response deadline and contract award date are not specified in this attachment.

View the file

Other files

File Type Posted
Attachment O - ENG-UXO Report Annex1.pdf PDF
Attachment N - Health and Safety Plan.pdf PDF
Attachment P - Demo Bldg As-Built.pdf PDF
N62470-20-R-4007 Amendment 11.pdf PDF
N62470-20-R-4007 Amendment 10.pdf PDF
N62470-20-R-4007 Amendment 9.pdf PDF
N62470-20-R-4007 Amendment 8.pdf PDF
Attachment E - Revised Schedule B Price Proposal Form Dated 8 Dec 2020.pdf PDF
(M) 1595974_Amend0007_spc.pdf PDF
(L) 1595974Amend0007dwg.pdf PDF
N62470-20-R-4007 Amendment 7.pdf PDF
N62470-20-R-4007 Amendment 6.pdf PDF
N62470-20-R-4007 Amendment 5.pdf PDF
(J) Pre-Proposal Conference Presentation.pdf PDF
N62470-20-R-4007 Amendment 4.pdf PDF
(K) Pre-Proposal Conference Attendee Log.pdf PDF
N6247020R4007 Amendment 0003.pdf PDF
N62470-20-R-4007 Amendment 2.pdf PDF
ATTACHMENT I P759 PREPOSALCONFACCESSREQUESTFORM.docx DOCX document
N62470-20-R-4007 Amendment 1.pdf PDF
Attachment H - 1595974dwg27of43.pdf PDF
Attachment C - Construction Experience Project Data Sheet.pdf PDF
N62470-20-R-4007 Solicitation.pdf PDF
Attachment H - 1595974dwg11of43.pdf PDF
Attachment H - 1595974dwg38of43.pdf PDF
AFH JnA.pdf PDF
Attachment H - 1595974dwg21of43.pdf PDF
Attachment H - 1595974dwg5of43.pdf PDF
Attachment H - 1595974dwg16of43.pdf PDF
Attachment H - 1595974dwg28of43.pdf PDF
Attachment H - 1595974dwg33of43.pdf PDF
Attachment H - 1595974dwg15of43.pdf PDF
Attachment B - SEC-NAV_5512_1_11787 Form.pdf PDF
Attachment F - LRA Commercial Vehicle Inspection Procedures.pdf PDF
Attachment H - 1595974dwg43of43.pdf PDF
Attachment H - 1595974dwg9of43.pdf PDF
Attachment H - 1595974dwg4of43.pdf PDF
Attachment H - 1595974dwg12of43.pdf PDF
Attachment H - 1595974dwg13of43.pdf PDF
Attachment H - 1595974dwg18of43.pdf PDF
Attachment D - Past Performance Questionnaire (PPQ).pdf PDF
Attachment H - 1595974dwg3of43.pdf PDF
Attachment H - 1595974dwg39of43.pdf PDF
Attachment H - 1595974dwg22of43.pdf PDF
Attachment H - 1595974dwg24of43.pdf PDF
Attachment H - 1595974dwg29of43.pdf PDF
Attachment H - 1595974dwg30of43.pdf PDF
Attachment A - Pre-Proposal Inquiry Form.xls XLS spreadsheet
Attachment H - 1595974dwg34of43.pdf PDF
Attachment H - 1595974dwg40of43.pdf PDF
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No. 033980

ALLEN FRANKLIN WAGNER II

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GRAPHIC SCALES

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

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A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND. /

VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA

B. SEE SHEET CU203 FOR SANITARY LINE C PROFILE. /

VEDERE TAVOLA CU203 PER PROFILI LINEA SANITARIA C.

C. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME

AND COVER FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR

OTHERWISE SUBJECT TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE

SOGGETTO A TRAFFICO

CU101S

1. 100 SANITARY SERVICE LATERAL. SEE PLUMBING SHEETS FOR

BUILDING CONNECTION LOCATION. /

SERVIZIO SANITARIO LATERALE DA 100. VEDERE TAVOLE

IDRAULICHE PER LA POSIZIONE DELLA CONNESSIONE

ALL'EDIFICIO.

2. 200x100 SERVICE LATERAL WYE CONNECTION. SEE PLUMBING

SHEETS FOR BUILDING CONNECTION LOCATION. /

CONNESSIONE Y DEL SERVIZIO LATERALE 200X100. VEDERE

TAVOLE IDRAULICHE PER LA POSIZIONE DELLA CONNESSIONE

ALL'EDIFICIO.

3. VERIFY EXISTING INVERT ELEVATION AND CONSTRUCT NEW

MANHOLE ON EXISTING 200 SANITARY SEWER. /

VERIFICARE LA QUOTA DELL'ESISTENTE PUNTO BASSO E

COSTRUIRE UNA NUOVA CAMETERRA SULL'ESISTENTE

FOGNATURA SANITARIA DA 200.

4. 100 SANITARY SERVICE LATERAL. PLUG END FOR FUTURE

CONNECTION. /

SERVIZIO SANITARIO LATERALE DA 100. TAPPARE ESTREMITA' PER

CONNESSIONE FUTURA.

5. CONCRETE ENCASE 6 METERS OF SANITARY LINE CENTERED AT

WATER LINE CROSSING PER DETAIL A1 ON SHEET C-510. /

CALCESTRUZZO ENCASE 6 METRI DI TUBAZIONE FOGNATURA

CENTRATA ALLA CROCE DELLA TUBAZIONE ACQUA PER

DETTAGLIO A1 SU FOGLIO C-510.

6. DOUBLE CLEANOUT. SEE DETAIL ON SHEET C-510. / DOPPIO

POZZETTO DI ISPEZIONE. VEDERE DETTALIO NELLA TAVOLA C-510.

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KEY PLAN

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UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

SHEET KEYNOTES: /

NOTE CHIAVE DI QUESTO FOGLIO:

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SD GRATE 20651

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BLDG #150

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4-WAY FIBER

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DESCRIPTION

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DATE

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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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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DES PROD DIR

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FIRE PROTECTION

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CASERMA EDERLE

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VICENZA, ITALY

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AutoCAD SHX Text N33191-15-D-0811

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14 AUG 2020

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CCA/MPO

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DPS

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JMW

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AS NOTED

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BASKET

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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

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SKEAT-BORD

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

SHEET KEYNOTES: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

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A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND. /

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDA.

B. SEE SHEET CU201 FOR SANITARY LINE A PROFILE. /

VEDERE TAVOLA CU201 PER IL PROFILO DELLA LINEA SANITARIA A.

C. SEE SHEET CU202 FOR SANITARY LINE B PROFILE. /

VEDERE TAVOLA CU202 PER IL PROFILO DELLA LINEA SANITARIA B.

D. SEE SHEET CU203 FOR SANITARY LINE D PROFILE. /

VEDERE TAVOLA CU203 PER IL PROFILO DELLA LINEA SANITARIA D.

E. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME

AND COVER FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR

OTHERWISE SUBJECT TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE

SOGGETTO A TRAFFICO.

CU105S

1. 100 SANITARY SERVICE LATERAL WYE CONNECTION. SEE

PLUMBING SHEETS FOR BUILDING CONNECTION LOCATION. /

CONNESSIONE Y DEL SERVIZIO SANITARIO LATERALE DA 100.

2. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AND

PROVIDE NEW MANHOLE ON EXISTING LINE. /

VERIFICARE LA QUOTA DEL PUNTO BASSO DELLA LINEA SANITARIA

ESISTENTE E FORNIRE NUOVA CAMERETTA SULLA LINEA

ESISTENTE.

3. CONCRETE ENCASE 6 METERS OF SANITARY LINE CENTERED AT

WATER LINE CROSSING PER DETAIL A1 ON SHEET C-510. /

CALCESTRUZZO ENCASE 6 METRI DI TUBAZIONE FOGNATURA

CENTRATA ALLA CROCE DELLA TUBAZIONE ACQUA PER

DETTAGLIO A1 SU FOGLIO C-510.

4. DOUBLE CLEANOUT. SEE DETAIL ON SHEET C-510. / DOPPIO

POZZETTO DI ISPEZIONE. VEDERE DETTALIO NELLA TAVOLA C-510.

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NO SCALE

NOTE GENERALI DI QUESTO FOGLIO:

NOTE CHIAVE DI QUESTO FOGLIO:

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N I T

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UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

MATCHLINE - SEE SHEET CU107S FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU107S PER CONTINUARE

M A

T C

H L I N

E

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U A

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AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text E

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SSMH 5022

AutoCAD SHX Text

SSMH 12182

AutoCAD SHX Text

CURB INLET 2499

AutoCAD SHX Text

CURB INLET 2438

AutoCAD SHX Text

CURB INLET 2511

AutoCAD SHX Text

CURB INLET 2510

AutoCAD SHX Text

SD GRATE 12482

AutoCAD SHX Text

SD GRATE 12871

AutoCAD SHX Text

SSMH 3871

AutoCAD SHX Text

SDMH 12529

AutoCAD SHX Text

CURB INLET 1240

AutoCAD SHX Text

BLDG #209

AutoCAD SHX Text

BLDG #207

AutoCAD SHX Text

BLDG #657

AutoCAD SHX Text

BLDG #656

AutoCAD SHX Text

BLDG #654

AutoCAD SHX Text

BLDG #220

AutoCAD SHX Text

BLDG #218

AutoCAD SHX Text

VIA RAFFAELLO SANZIO

AutoCAD SHX Text

VIA TIZIANO

AutoCAD SHX Text

PLAYGROUND

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VIA FRATELLI WRIGHT

AutoCAD SHX Text

VIA TIZIANO

AutoCAD SHX Text

SSMH 12350

AutoCAD SHX Text

SSMH 12339

AutoCAD SHX Text

BLDG #211

AutoCAD SHX Text

BLDG #328

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

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AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

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AutoCAD SHX Text %%C200

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AutoCAD SHX Text %%C150

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50(TYP)

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%%C80 (TYP.)

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CO

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CO

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AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text

FH-19

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FH-20

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FH-21

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TV

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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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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DES PROD DIR

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FIRE PROTECTION

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CASERMA EDERLE

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VICENZA, ITALY

AutoCAD SHX Text 1595974

AutoCAD SHX Text N33191-15-D-0811

AutoCAD SHX Text

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14 AUG 2020

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CCA/MPO

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DPS

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JMW

AutoCAD SHX Text Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email

AutoCAD SHX Text 14082746

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AS NOTED

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AFW

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JST

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PBB

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BASKET

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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

AutoCAD SHX Text

SKEAT-BORD

R D

R D

R D

R D

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200 PVC

RD144

APT BLDG 2

TH BLK 5

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

SHEET KEYNOTES: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

T

E R

R A

J s t

P l o t t e d

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5m 10m0 25m

1:250

A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND. /

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDA.

B. SEE SHEET CU201 FOR SANITARY LINE A PROFILE. /

VEDERE TAVOLA CU201 PER IL PROFILO DELLA LINEA SANITARIA A.

C. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME

AND COVER FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR

OTHERWISE SUBJECT TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE

SOGGETTO A TRAFFICO

CU106S

1. 100 SANITARY SERVICE LATERAL WYE CONNECTION. SEE

PLUMBING SHEETS FOR BUILDING CONNECTION LOCATION. /

CONNESSIONE Y SERVIZIO SANOTARIO LATERALE DA 100. VEDERE

TAVOLE IDRAULICHE PER LA POSIZIONE DELLA CONNESSIONE

ALL'EDIFICIO.

2. CONNECT 200 SANITARY SEWER TO EXISTING MANHOLE. /

CONNETTERE LA FOGNATURA SANITARIA DA 200 ALL'ESISTENTE

CAMERETTA.

3. REPLACE 6.1 METER SECTION OF EXISTING 200 SANITARY LINE

WITH 6.1 METER LENGTH OF 200 C900. 200 C900 SHALL BE MINIMUM

PRESSURE CLASS 150 PIPE AND SHALL BE CENTERED IN THE

CONFLICT STRUCTURE WITH NO JOINTS INSIDE THE STRUCTURE. /

SOSTITUIRE LA SEZIONE DI 6.1 METRI DELL'ESISTENTE LINEA

SANITARIA DA 200 CON UNA TRATTO DI 6.1 METRI DI 200 DI. DI 200

DEVE ESSERE UN TUBO DA 150 DI MINIMA CLASSE DI PRESSIONE E

DEVE ESSERE CENTRATO NELLA STRUTTURA DI CONFLITTO CON

NESSUN GIUNTO ALL'INTERNO DELLA STRUTTURA.

4. DOUBLE CLEANOUT. SEE DETAIL ON SHEET C-510. / DOPPIO

POZZETTO DI ISPEZIONE. VEDERE DETTALIO NELLA TAVOLA C-510.

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NOTE GENERALI DI QUESTO FOGLIO:

NOTE CHIAVE DI QUESTO FOGLIO:

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

MATCHLINE - SEE SHEET CU104S FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU104S PER CONTINUARE

MATCHLINE - SEE SHEET CU108S FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU108S PER CONTINUARE

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CCA/MPO

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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

SHEET KEYNOTES: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

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A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND. /

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDA.

B. SEE SHEET CU201 FOR SANITARY LINE A PROFILE. /

VEDERE TAVOLA CU201 PER PROFILO LINEA SANITARIA A.

C. SEE SHEET CU202 FOR SANITARY LINE B PROFILE. /

VEDERE TAVOLA CU202 PER PROFILO LINEA SANITARIA B.

D. SEE SHEET CU203 FOR SANITARY LINE E PROFILE. /

VEDERE TAVOLA CU203 PER PROFILO LINEA SANITARIA E.

E. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME

AND COVER FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR

OTHERWISE SUBJECT TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE

SOGGETTO A TRAFFICO

CU107S

1. 100 SANITARY SERVICE LATERAL SEE PLUMBING SHEETS FOR

BUILDING CONNECTION LOCATION. /

SERVIZIO SANITARIO LATERALEDA 100. VEDERE TAVOLE

IDRAULICHE PER LA POSIZIONE DELLA CONNESSIONE

ALL'EDIFICIO.

2. 200x100 SERVICE LATERAL WYE CONNECTION. SEE PLUMBING

SHEETS FOR BUILDING CONNECTION LOCATION. /

CONNESSIONE Y DEL SERVIZIO LATERALE 200X100. VEDERE

TAVOLE IDRAULICHE PER LA POSIZIONE DELLA CONNESSIONE

ALL'EDIFICIO.

3. CONCRETE ENCASE 6 METERS OF SANITARY LINE CENTERED AT

WATER LINE CROSSING PER DETAIL A1 ON SHEET C-510. /

CALCESTRUZZO ENCASE 6 METRI DI TUBAZIONE FOGNATURA

CENTRATA ALLA CROCE DELLA TUBAZIONE ACQUA PER

DETTAGLIO A1 SU FOGLIO C-510.

4. DOUBLE CLEANOUT. SEE DETAIL ON SHEET C-510. / DOPPIO

POZZETTO DI ISPEZIONE. VEDERE DETTALIO NELLA TAVOLA C-510.

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NOTE GENERALI DI QUESTO FOGLIO:

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

MATCHLINE - SEE SHEET CU105S FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU105S PER CONTINUARE

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DATE

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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DEPARTMENT OF THE NAVY

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NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

6506 HAMPTON BLVD

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

R. STEPHENS, PE

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

DES PROD DIR

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

CASERMA EDERLE

AutoCAD SHX Text

VICENZA, ITALY

AutoCAD SHX Text 1595974

AutoCAD SHX Text N33191-15-D-0811

AutoCAD SHX Text

AutoCAD SHX Text

14 AUG 2020

AutoCAD SHX Text

CCA/MPO

AutoCAD SHX Text

DPS

AutoCAD SHX Text

JMW

AutoCAD SHX Text Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email

AutoCAD SHX Text 14082748

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

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AFW

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JST

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PBB

AutoCAD SHX Text

BASKET

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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

AutoCAD SHX Text

SKEAT-BORD

C B

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

SHEET KEYNOTES: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

T

E R

R A

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5m 10m

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1:250

A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGEND. /

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDA.

B. SEE SHEET CU203 FOR SANITARY LINE E PROFILE. /

VEDERE TAVOLA CU203 PER IL PROFILO DELLA LINEA SANITARIA E

C. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF STANDARD

FRAME AND COVER. PROVIDE D400-RATED FRAME AND COVER FOR

STRUCTURES IN PAVEMENT, IN THE MEWS, OR OTHERWISE SUBJECT

TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE SOGGETTO A

TRAFFICO

CU108S

X

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KEY PLAN

NO SCALE

NOTE GENERALI DI QUESTO FOGLIO:

NOTE CHIAVE DI QUESTO FOGLIO:

S A

N I T

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I O

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

MATCHLINE - SEE SHEET CU106S FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CU106S PER CONTINUARE

M A

T C

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AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

SSMH 10557

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SSMH 10586

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SD GRATE 11678

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SD GRATE 11698

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SD GRATE 11676

AutoCAD SHX Text

BLDG #227

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BLDG #225

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BLDG #224

AutoCAD SHX Text

BLDG #226

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BLDG #344

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BLDG #621

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BLDG #620

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BLDG #619

AutoCAD SHX Text

VIA LEONARDO DA VINCI

AutoCAD SHX Text

SSMH 10592

AutoCAD SHX Text

BLDG #224

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C200

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C150

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C250

AutoCAD SHX Text %%C250

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

80(TYP.)

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CO

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CO

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FH-25

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TV

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TV

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TV

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TV

AutoCAD SHX Text

TV

AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text D

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AutoCAD SHX Text A

AutoCAD SHX Text B

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

6506 HAMPTON BLVD

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

R. STEPHENS, PE

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

DES PROD DIR

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

CASERMA EDERLE

AutoCAD SHX Text

VICENZA, ITALY

AutoCAD SHX Text 1595974

AutoCAD SHX Text N33191-15-D-0811

AutoCAD SHX Text

AutoCAD SHX Text

14 AUG 2020

AutoCAD SHX Text

CCA/MPO

AutoCAD SHX Text

DPS

AutoCAD SHX Text

JMW

AutoCAD SHX Text Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email

AutoCAD SHX Text 14082749

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AFW

AutoCAD SHX Text

JST

AutoCAD SHX Text

PBB

AutoCAD SHX Text

BASKET

AutoCAD SHX Text

VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

AutoCAD SHX Text

SKEAT-BORD

E L E

C

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AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

A

D A

T

A M

E Z

D E

L A

G A

R Z

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P l o t t e d

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GRAPHIC SCALES

1:400

40m0 20m10m

A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /

VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDE

B. VERIFY LOCATION OF EXISTING UTILITIES. /

VERIFICARE LA POSIZIONE DEI SERVIZI ESISTENTI

C. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH

FRAME AND COVER PER LANDSCAPE DETAILS IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME

AND COVER FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR

OTHERWISE SUBJECT TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI

TELAIO PIASTRELLATO E COPERCHIO. PER PARTICOLARI

PAESAGGISTICI AL POSTO DI UN TELAIO STANDARD E COPERCHIO.

FORNIRE UN TELAIO E COPERCHIO CALCOLATO PER D400 PER

STRUTTURE NEL PAVIMENTO, NEI PASSAGGI O ALTROVE

SOGGETTO A TRAFFICO

1. CONNECT TO EXISTING SANITARY MANHOLE. /

COLLEGARE ALLA CAMERETTA SANITARIA ESISTENTE

2. 100 SERVICE LATERAL TO BUILDING WITH CLEANOUT. SEE

PLUMBING FOR CONTINUATION. /

100 SERVIZIO LATERALE EDIFICIO CON PUNTO DI ISPEZIONE.

VEDERE TAVOLE IMPIANTO IDRAULICO PER CONTINUARE.

3. CONCRETE ENCASE 6 METERS OF SANITARY LINE CENTERED AT

WATER LINE CROSSING PER DETAIL A1 ON SHEET C-510. /

CALCESTRUZZO ENCASE 6 METRI DI TUBAZIONE FOGNATURA

CENTRATA ALLA CROCE DELLA TUBAZIONE ACQUA PER

DETTAGLIO A1 SU FOGLIO C-510.

4. BUILDING TRAP AND CLEANOUTS. SEE DETAIL ON SHEET C-510. /

SIFONE DI EDIFICIO E POZZETTO DI ISPEZIONE. VEDERE DETTALIO

NELLA TAVOLA C-510.

CU131S

N

PN

S A

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D E

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E

KEY PLAN

NO SCALE

C-006

C-132

C-133

C-006

C-131

C-132

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

SHEET KEYNOTES: /

NOTE CHIAVE DI QUESTO FOGLIO:

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 12 APRIL 2018

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CHK

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SATISFACTORY TO DATE

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APPROVED

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ACTIVITY

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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OF

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EPROJECT NO.:

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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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DES PROD DIR

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FIRE PROTECTION

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CASERMA EDERLE

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VICENZA, ITALY

AutoCAD SHX Text 1595974

AutoCAD SHX Text N33191-15-D-0811

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14 AUG 2020

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CCA/MPO

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DPS

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JMW

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

SHEET KEYNOTES: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

A

D A

T

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P l o t t e d

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1:250

A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDA.

B. STORM DRAIN INFRASTRUCTURE PIPING IS CLASS 3 RCP, UNLESS NOTED

OTHERWISE. /

LE TUBATURE DELL'INFRASTRUTTURA DI DRENAGGIO ACQUE METEORICHE

E' DI CLASSE 3 RCP SE NON ALTRIMENTI INDICATO.

C. ROOF DRAIN PIPING AND STORM DRAIN YARD PIPING ARE SOLID PVC,

UNLESS NOTED OTHERWISE. /

LE TUBATURE DEL DRENAGGIO DEI TETTI E IL DRENAGGIO ACQUE

METEORICHE DEI GIARDINI SONO DI PVC SOLIDO SE NON ALTRIMENTI

INDICATO.

D. SEE SHEETS CU223 - CU224 FOR 200-SERIES STORM AND ROOF DRAIN

PROFILES. /

VEDERE LE TAVOLE CU223 - CU 224 PER I PROFILI DEI DRENAGGI ACQUE

METEORICHE E DEI TETTI SERIE 200.

E. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH FRAME

AND COVER PER LANDSCAPE DETAILS ON SHEET LS-517 IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME AND COVER

FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR OTHERWISE SUBJECT

TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI TELAIO

PIASTRELLATO E COPERCHI PER PER DETTAGLI DEL PAESAGGIO SULLA

SCHEDA LS-517 AL POSTO DI UN TELAIO STANDARD E COPERCHIO. FORNIRE

UN TELAIO E COPERCHIO CALCOLATO PER D400 PER STRUTTURE NEL

PAVIMENTO, NEI PASSAGGI O ALTROVE SOGGETTO A TRAFFICO

CU101D

1. LIMIT OF WORK FOR VILLAGGIO HIGH SCHOOL PROJECT (TYPICAL). SEE

SHEET C-001, NOTE #26 FOR ADDITIONAL REQUIREMENTS. /

/ LIMITE DEL LAVORO PER IL PROGETTO DELLA SCUOLA SUPERIORE DI

VILLAGGIO ( TIPICO). VEDERE TAVOLA C-001, NOTA #26 PER REQUISITI

AGGIUNTIVI.

2. CONNECT TO EXISTING. / CONNETTERE ALL'ESISTENTE

3. CURB INLET STRUCTURE. / STRUTTURA CADITOIA CORDOLO

4. STORM DRAIN (TYPICAL). / DRENAGGIO ACQUE METEORICHE

5. FIRST-FLUSH FLOW DIVERSION AND CONVEYANCE TO TREATMENT SYSTEM. /

DEVIAZIONE FLUSSO PRIMA PIOGGIA E CONVOGLIAMENTO SISTEMA

TRATTAMENTO

6. HIGH-FLOW TREATMENT BYPASS. /

BY-PASS DEL TRATTAMENTO FLUSSO ELEVATO.

7. STORMWATER FIRST-FLUSH TREATMENT SYSTEM (SWM2) WITH MINIMUM

VOLUME OF 26 m

. SEE DET A2, SH C-507./

SISTEMA DI TRATTAMENTO DEL PRIMO FLUSSO DI ACQUE METEORICHE

(SWM2) CON VOLUME MINIMO DI 26 M CUBI. VEDERE DETTAGLIO A2, TAVOLA

C-507.

8. ROOF DRAIN PIPING USING PVC DRAIN BASINS (TYPICAL). SEE DET B2, SH

C-504. /

TUBATURE DRENAGGIO DEI TETTI USANDO BACII DI DRENAGGIO IN PVC

(TIPICO). VEDERE DETTAGLIO B2, TAVOLA C-504.

9. ROOF DOWNSPOUT CONNECTION (TYPICAL). SEE DET C1, SH C-504. /

CONNESSIONE PLUVIALE DEL TETTO (TIPICO). VEDERE DETTAGLIO C1, TAVOLA

C-504.

10. PERFORATED ROOF DRAIN (TYPICAL). SEE DET A5, SH C-504. /

DRENAGGIO PERFORATO PER TETTO (TIPICO). VEDERE DETTAGLIO A5,

TAVOLA C-504

11. STORMWATER FIRST-FLUSH TREATMENT SYSTEM CONTROL PANEL. SCREEN

CONTROL PANEL FROM VIEW WITH HEDGE OF LANDSCAPE PLANTINGS./

PANNELLO DI COMANDO DI SISTEMA DI TRATTAMENTO DEL PRIMO FLUSSO DI

ACQUE METEORICHE. NASCONDI IL PANNELLO DI COMANDO ALLA VISTA CON

SIEPI DI PIANTAGGI PAESAGGISTICI.

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NOTE GENERALI DI QUESTO FOGLIO:

NOTE CHIAVE DI QUESTO FOGLIO:

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

AutoCAD SHX Text

CURB INLET 1368

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SD GRATE 20651

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BLDG #150

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VIA MARCO AURELIO

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BLDG #150

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BLDG #332

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PED GATE

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PEAD 80 S5 DN40

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CO

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4-WAY FIBER

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FH-13

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TV

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ASPHALT

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

AutoCAD SHX Text

SYM

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

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APPR

AutoCAD SHX Text

DRAWFORM REVISION: 12 APRIL 2018

AutoCAD SHX Text

CHK

AutoCAD SHX Text

SATISFACTORY TO DATE

AutoCAD SHX Text

APPROVED

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ACTIVITY

AutoCAD SHX Text

FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

OF

AutoCAD SHX Text

EPROJECT NO.:

AutoCAD SHX Text

DEPARTMENT OF THE NAVY

AutoCAD SHX Text

NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

6506 HAMPTON BLVD

AutoCAD SHX Text

NORFOLK, VA

AutoCAD SHX Text

R. STEPHENS, PE

AutoCAD SHX Text

PM/DM

AutoCAD SHX Text

BRANCH MANAGER

AutoCAD SHX Text

DES PROD DIR

AutoCAD SHX Text

FIRE PROTECTION

AutoCAD SHX Text

CASERMA EDERLE

AutoCAD SHX Text

VICENZA, ITALY

AutoCAD SHX Text 1595974

AutoCAD SHX Text N33191-15-D-0811

AutoCAD SHX Text

AutoCAD SHX Text

14 AUG 2020

AutoCAD SHX Text

CCA/MPO

AutoCAD SHX Text

DPS

AutoCAD SHX Text

JMW

AutoCAD SHX Text Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email

AutoCAD SHX Text 14082751

AutoCAD SHX Text

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text

AFW

AutoCAD SHX Text

ACF

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BDF

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BASKET

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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE

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SKEAT-BORD

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RD119

300 PVC

RD120

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GRAPHIC SCALES

GENERAL NOTES THIS SHEET: /

AECOM

10 S. Jefferson Street, Suite 1600

Roanoke, VA 24011

540.857.3100 tel

540.857.3180 fax

L a s t s a v e d b y

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1:250

A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. / VEDERE TAVOLA C-001

PER NOTE CIVILE E LEGENDA.

B. STORM DRAIN INFRASTRUCTURE PIPING IS CLASS 3 RCP, UNLESS NOTED

OTHERWISE. / TUBATURE DELL'INFRASTRUTTURA DEL DRENAGGIO ACQUE

METEORICHE E' DI CLASSE 3 RCP, SE NON ALTRIMENTI INDICATO.

C. ROOF DRAIN PIPING AND STORM DRAIN YARD PIPING ARE SOLID PVC,

UNLESS NOTED OTHERWISE. / TUBATURE DRENAGGIO DEI TETTI E

TUBATURE DRENAGGIO ACQUE METEORICHE DEL GIARDINO SONO DI PVC

SOLIDO, SE NON ALTRIMENTI INDICATO.

D. SEE SHEETS CU215 - CU222 FOR 100-SERIES STORM AND ROOF DRAIN

PROFILES. / VEDERE TAVOLE CU215 - CU222 PER I PROFILI DEI DRENAGGI

ACQUE METEORICHE E TETTI SERIE 100.

E. UTILITY STRUCTURES IN PAVER AREAS: PROVIDE SET TILE HATCH FRAME

AND COVER PER LANDSCAPE DETAILS ON SHEET LS-517 IN LIEU OF

STANDARD FRAME AND COVER. PROVIDE D400-RATED FRAME AND COVER

FOR STRUCTURES IN PAVEMENT, IN THE MEWS, OR OTHERWISE SUBJECT

TO TRAFFIC. /

STRUTTURE DI SERVIZI IN AREE PAVIMENTATE: FORNIRE UN SET DI TELAIO

PIASTRELLATO E COPERCHI PER PER DETTAGLI DEL PAESAGGIO SULLA

SCHEDA LS-517 AL POSTO DI UN TELAIO STANDARD E COPERCHIO. FORNIRE

UN TELAIO E COPERCHIO CALCOLATO PER D400 PER STRUTTURE NEL

PAVIMENTO, NEI PASSAGGI O ALTROVE SOGGETTO A TRAFFICO

CU105D

1. CURB INLET STRUCTURE / STRUTTURA CADITOIA CORDOLO.

2. FIRST-FLUSH FLOW DIVERSION AND CONVEYANCE TO TREATMENT SYSTEM. /

DEVIAZIONE FLUSSO PRIMA ACQUA E CONVOGLIAMENTO AL SISTEMA DI

TRATTAMENTO.

3. STORM DRAIN MANHOLE (TYPICAL). / CAMERETTA DI DRENAGGIO ACQUE

METEORICHE (TIPICO).

4. STORM DRAIN (TYPICAL). / DRENAGGIO ACQUE METEORICHE (TIPICO).

5. CAP EXISTING STORM DRAIN AND ABANDON IN PLACE. / TAPPARE

L'ESISTENTE DRENAGGIO ACQUE METEORICHE E ABBANDONARE SUL POSTO.

6. HIGH-FLOW TREATMENT BYPASS / BY-PASS DEL TRATTAMENTO GROSSO

FLUSSO.

7. STORMWATER FIRST-FLUSH TREATMENT SYSTEM (SWM1) WITH MINIMUM

VOLUME OF 60 m

. SEE DET A2, SH C-507. / SISTEMA DI TRATTAMENTO PRIMO

FLUSSO ACQUE METEORICHE (SWM1) CON MINIMO VOLUME DI 60 METRI CUBI.

VEDERE DETTAGLIO A2, TAVOLA C-507.

8. STORM DRAIN YARD PIPING USING PVC DRAIN BASINS (TYPICAL IN MEWS).

SEE DET B2, SH C-504. / TUBATURE DRENAGGIO ACQUE METEORICHE DA

GIARDINO USANDO BACINI DI DRENAGGIO IN PVC (TIPICO NEI PASSAGGI)

VEDERE DETTAGLIO B2, TAVOLA C-504.

9. ROOF DRAIN PIPING USING PVC DRAIN BASINS (TYPICAL). SEE DET B2, SH

C-504. / TUBATURE PER DRENAGGIO TETTO USANDO BACINI DI DRENAGGIO

(TIPICO) VEDERE DETTAGLIO B2, TAVOLA C-504.

10. ROOF DOWNSPOUT CONNECTION (TYPICAL). SEE DET C1, SH C-504. /

CONNESSIONE PLUVIALE DEL TETTO (TIPICO). VEDERE DETTAGLIO C1,

TAVOLA C-504.

11. PERFORATED ROOF DRAIN (TYPICAL). SEE DET A5, SH C-504./ DRENAGGIO

PERFORATO PER TETTO (TIPICO). VEDERE DETTAGLIO A5, TAVOLA C-504.

12. PROVIDE SET TILE…

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