Attachment H - 1595974dwg13of43.pdf
PDF 17 MB Posted
- Attached to
- P-759, FAMILY HOUSING NEW CONSTRUCTION VILLAGGIO SW & CAMP EDERLE NORTH - VICENZA, ITALY
- Solicitation number
- N62470-20-R-4007
About this file
This document provides details for a federal contract solicitation for construction services. The solicitation number is N62470-20-R-4007 issued by the Naval Facilities Engineering Command on behalf of the Department of the Navy. The solicitation seeks proposals for new family housing construction projects located at Villaggio Southwest and Camp Ederle North in Vicenza, Italy. Offerors should review the solicitation and accompanying attachments for full requirements and submission instructions. The closing date for proposals is listed in the solicitation.
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No. 033980
ALLEN FRANKLIN WAGNER II
APT BLDG 2
TH BLK 5
EXST SDMH1251
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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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UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
B. PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM BUILDING, STRUCTURES,
AND EQUIPMENT. /
FORNIRE DRENAGGIO DI SUPERFICIE POSITIVO PER ALLONTANARE L'ACQUA
DALL'EDIFICIO, STRUTTURE, E APPARATI.
C. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHBITED WITHIN THE
200-METER WELL PROTECTION ZONE.
TRATTAMENTO ANTITERMITE DELLE FONDAZIONI DELL'EDIFICIO E' PROIBITO
ENTRO LA ZONA DI PROTEZIONE DEL POZZO DI 200 M.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
MATCHLINE - SEE SHEET CG104 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG104 PER CONTINUARE
MATCHLINE - SEE SHEET CG108 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG108PER CONTINUARE
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VIA RAFFAELLO SANZIO
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PLAYGROUND
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VIA TIZIANO
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VIA TIZIANO
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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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AFW
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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE
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30.639 BC
30.739 TC
30.870 BC
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30.640 EP
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30.746
30.681 EP
30.639 BC
30.739 TC
30.870 BC
31.020 TC
30.853 BC
31.003 TC
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31.1 4+
31.1 4+
31.1 4+
+31.1
31.14
I N
31.14+
31.14+
31.14+
30.95
LPT
30.782 BC
30.932 TC
30.635 BC
30.785 TC
30.80
30.861
30.750 BC
30.900 TC
30.883 BC
31.033 TC
30.822 BC
30.972 TC
30.640 EP
30.598 BC
30.748 TC
30.661 EP
CL HPT
30.923
30.857 BC
30.957 TC
30.970 B.O.W
31.200 T.O.W
30.727 EP
30.785 TC
30.863 EP
30.921 TC
30.965 EP
31.023 TC
31.5
31.192 CL
30.815 EP
30.873 TC
LPT
30.727 EP
30.785 TC
30.80
30.80
31.0
.6
31.0
.4
30.6
30.6
30.0
30.2
30.4
31.00
31.40
31.40
31.20
.8
31.40
31.00
.0
.6
31.60
31.10 HPT
31.08
31.08
HPT
LPT
.4
30.85+
30.8 5+
30.75
30.78
.0
.1
G
R
I N
T
Y P
I N
FFE=32.04
FFE=31.68
FFE=31.68
F F
E
FFE=31.68
FFE=32.04
FFE=31.68
+31.5
+31.5
+31.5
31.1 4 G
R
31.1 4 G
R
31.14+
31.68+
.1
31.5
+31.5
31.1 4 G
R
31.1 4 G
R
G
R
F F
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+31.68
31.68+
31.14+
LPT
30.535 EP
30.643 TC
31.23 BC
31.38 TC
31.1 4+
31.1 4+
31.1 4+
G
R
30.798 B.O.W
31.200 T.O.W
30.798 B.O.W
31.200 T.O.W
30.930E
LPT
30.510 EP
30.618 TC
E
E
E
E
E
31.10
HPT
30.885 BC
30.895 TC
31.10 HPT
31.00
LPT
31.05
LPT
31.14
31.601 HPT
31.635
31.576
31.635
E
E
E
CL LPT
30.670
CL HPT
30.803
CL LPT
30.476
LPT
30.411 EP
30.519 TC
CL HPT
30.746
30.681 EP
30.639 BC
30.739 TC
30.870 BC
31.020 TC
30.853 BC
31.003 TC
FFE=32.04
31.1 4+
31.1 4+
31.1 4+
+31.1
31.14
I N
31.14+
31.14+
31.14+
30.95
LPT
30.782 BC
30.932 TC
30.635 BC
30.785 TC
30.80
30.861
30.750 BC
30.900 TC
30.883 BC
31.033 TC
30.822 BC
30.972 TC
30.640 EP
30.598 BC
30.748 TC
30.661 EP
CL HPT
30.923
30.857 BC
30.957 TC
30.970 B.O.W
31.200 T.O.W
30.727 EP
30.785 TC
30.863 EP
30.921 TC
30.965 EP
31.023 TC
31.5
31.192 CL
30.815 EP
30.873 TC
LPT
30.727 EP
30.785 TC
30.80
30.80
31.0
.6
31.0
.4
30.6
30.6
30.0
30.2
30.4
31.00
31.40
31.40
31.20
.8
31.40
31.00
.0
.6
31.60
31.10 HPT
31.08
31.08
HPT
LPT
.4
30.85+
30.8 5+
30.75
30.78
.0
.1
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GRAPHIC SCALES
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
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KEY PLAN
NO SCALE
G R
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A1
CG-401
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDE
B. PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM BUILDING, STRUCTURES,
AND EQUIPMENT. /
FORNIRE DRENAGGIO SUPERFICIALE PER ALLONTANARE L'ACQUA
DALL'EDIFICIO, STRUTTURE E APPARATI
C. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHBITED WITHIN THE
200-METER WELL PROTECTION ZONE. /
TRATTAMENTO ANTITERMITE DELLE FONDAZIONI DELL'EDIFICIO E' PROIBITO
ENTRO LA ZONA DI PROTEZIONE DEL POZZO DI 200 M
D. SEE LANDSCAPE SHEETS FOR ADDITIONAL PLAYGROUND GRADING
INFORMATION. /
VEDERE SCHEDE DEL PAESAGGIO PER INFORMAZIONI PLANIMETRIA
SUPPLEMENTARI DEL PARCO GIOCHI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
MATCHLINE - SEE SHEET CG105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG 105 PER CONTINUARE
M A
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AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30.80
AutoCAD SHX Text 31.00
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.80
AutoCAD SHX Text
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 31.20
AutoCAD SHX Text 31.20
AutoCAD SHX Text 31.20
AutoCAD SHX Text 31.40
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.40
AutoCAD SHX Text
AutoCAD SHX Text 31.20
AutoCAD SHX Text
AutoCAD SHX Text 30.40
AutoCAD SHX Text 30.20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.20
AutoCAD SHX Text
AutoCAD SHX Text 30.20
AutoCAD SHX Text 30.40
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.80
AutoCAD SHX Text 30.60
AutoCAD SHX Text 30.6
AutoCAD SHX Text 30.4
AutoCAD SHX Text 30.2
AutoCAD SHX Text 30.6
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AutoCAD SHX Text 30.6
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AutoCAD SHX Text
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AutoCAD SHX Text
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SHEET
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DES
AutoCAD SHX Text
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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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FOR COMMANDER NAVFAC
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OF
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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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SKEAT-BORD
DN
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SD139
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EXST SD11678
SD136
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SD132
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FFE=31.68
FFE=31.68
FFE=31.68
+31.14
+31.14
+31.14
+31.14
+31.14
+31.68
30.812 EP
30.872 TC
E
LPT
30.285 EP
30.393 TC
30.760 BC
CL LPT
30.356
LPT
30.270 EP
30.420 TC
CL HPT
30.900
30.819 EP
LPT
30.728 EP
30.786 TC
30.777 EP
30.835 TC
30.820 EP
30.880 BC
30.980 TC
LPT
30.747 EP
30.805 TC
30.20 LPT
30.879 BC
30.979 TC
30.410 EP
30.368 BC
31.00 GR
30.40
+30.85
30.80+
CL HPT
30.850
.0
30.70 EP
.6
FFE=31.68
FFE=31.68
FFE=31.68
+31.14
+31.14
+31.14
+31.14
+31.14
+31.68
30.812 EP
30.872 TC
E
LPT
30.285 EP
30.393 TC
30.760 BC
CL LPT
30.356
LPT
30.270 EP
30.420 TC
CL HPT
30.900
30.819 EP
LPT
30.728 EP
30.786 TC
30.777 EP
30.835 TC
30.820 EP
30.880 BC
30.980 TC
LPT
30.747 EP
30.805 TC
30.20 LPT
30.879 BC
30.979 TC
30.410 EP
30.368 BC
31.00 GR
30.40
+30.85
30.80+
CL HPT
30.850
.0
30.70 EP
.6
FFE=31.68
FFE=31.68
FFE=31.68
+31.14
+31.14
+31.14
+31.14
+31.14
+31.68
30.812 EP
30.872 TC
E
LPT
30.285 EP
30.393 TC
30.760 BC
CL LPT
30.356
LPT
30.270 EP
30.420 TC
CL HPT
30.900
30.819 EP
LPT
30.728 EP
30.786 TC
30.777 EP
30.835 TC
30.820 EP
30.880 BC
30.980 TC
LPT
30.747 EP
30.805 TC
30.20 LPT
30.879 BC
30.979 TC
30.410 EP
30.368 BC
31.00 GR
30.40
+30.85
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PN
GRAPHIC SCALES
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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SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
B. PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM BUILDING, STRUCTURES,
AND EQUIPMENT. /
FORNIRE DRENAGGIO SUPERFICIALE POSITIVO PER ALLONTANARE L'ACQUA
DALL'EDIFICIO, STRUTTURE, E APPARATI.
C. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHBITED WITHIN THE
200-METER WELL PROTECTION ZONE. /
TRATTAMENTO ANTITERMITE DELLE FONDAZIONI DELL'EDIFICIO E' PROIBITO
ENTRO LA ZONA DI PROTEZIONE DEL POZZO DI 200 M.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
MATCHLINE - SEE SHEET CG106 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG106 PER CONTINUARE
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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
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BLDG #227
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BLDG #225
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BLDG #226
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BLDG #344
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BLDG #621
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BLDG #620
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VIA LEONARDO DA VINCI
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SSMH 10592
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BLDG #224
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CO
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SCALE:
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DES
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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
AutoCAD SHX Text
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
AutoCAD SHX Text
NAVAL FACILITIES ENGINEERING COMMAND
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6506 HAMPTON BLVD
AutoCAD SHX Text
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
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 14082804
AutoCAD SHX Text
AutoCAD SHX Text
AS NOTED
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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
10434
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UP
UP
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INV:
33.088
INV:
33.089
INV:
32.971
INV: 33.157
INV: 33.113
INV: 33.042
INV: 33.059
INV: 33.091
INV: 33.022
INV: 33.113
UP
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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
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SHEET KEYNOTES: /
1:400
40m0 20m10m
1. MATCH EXISTING GRADE. /
UGUAGLIARE LA FINITURA ESISTENTE.
2. CONNECT BUILDING FOUNDATION DRAIN TO STORM SEWER AT
THIS LOCATION. / COLEGARE LO SCARICO DELLA FONDAZIONE A
DRENAGGIO DI ACQUE METEORICHE.
3. ADJUST TOP OF EXISTING CATCH BASIN TO MATCH NEW GRADE. /
REGOLARE LA PARTE SUPERIORE DEL BACINO DI CATTURA
ESISTENTE PER PARTECIPARE AL NUOVO GRADO.
CG131
N
PN
NOTE GENERALI DI QUESTO FOGLIO:
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER LE NOTE CIVILI E LA LEGENDE.
B. VERIFY LOCATION OF EXISTING UTILITIES. /
VERIFICARE LA POSIZIONE DEGLI IMPIANTI INTERRATI ESISTENTI.
C. DUE TO THE PRESENCE OF ARSENIC, DISPOSE OF ALL EXCAVATED
MATERIAL AS HAZARDOUS MATERIAL PER THE HAZARDOUS
MATERIAL SURVEY REPORT. /
A CAUSA DELLA PRESENZA DI ARSENICO, SMALTIRE TUTTI I
MATERIALI SCAVATI COME MATERIALI PERICOLOSI COME DA
RAPPORTO DI SOPRALLUOGO MATERIALI PERICOLOSI.
GENERAL NOTES THIS SHEET: /
G R
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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
AutoCAD SHX Text Max Legal Length (UK) Articulated Vehicle (16.5m)
AutoCAD SHX Text Max Legal Length (UK) Articulated Vehicle (16.5m)
AutoCAD SHX Text Max Legal Length (UK) Articulated Vehicle (16.5m)
AutoCAD SHX Text Max Legal Length (UK) Articulated Vehicle (16.5m)
AutoCAD SHX Text Max Legal Length (UK) Articulated Vehicle (16.5m)
AutoCAD SHX Text A
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CONSTR. CONTR. NO.
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SHEET
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NAVFAC DRAWING NO.
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 12 APRIL 2018
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO DATE
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
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 14082805
AutoCAD SHX Text
AutoCAD SHX Text
AS NOTED
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AFW
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JTM
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CL
31.028
31.160 CL
31.135 CL
31.029 CL
HP CL
31.265
30.887 CL
31.068 CL
31.160 CL
31.173 CL
31.063 BC
31.163 TC
31.20
31.232 EP/TC
31.092 EP
31.063 BC
31.163 TC
31.232 EP/TC
31.092 EP
31.20
30.927 EP
31.06
31.06
31.200 TC
31.200 TC
31.20
31.035 TC
31.035 TC
30.927 EP
.2
30.878 BC
31.028 TC
31.25 B.O.W.
31.25
31.058 EP/TC
31.058 EP/TC
30.878 BC
31.028 TC
31.22
N
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GRAPHIC SCALES
asdfasdf
AECOM
10 S. Jefferson Street, Suite 1600
Roanoke, VA 24011
540.857.3100 tel
540.857.3180 fax
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1. TOP OF SPEED TABLE /
SOMMITA' DEL DOSSO DI RALLENTAMENTO
2. SPEED TABLE RAMP /
RAMPA DEL DOSSO DI RALLENTAMENTO
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NOTE GENERALI DI QUESTO FOGLIO:
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA
GENERAL NOTES THIS SHEET: /
SHEET KEYNOTES: /
A1
VILLAGGIO SPEED TABLE GRADING ENLARGEMENT
SCALE: 1:100
INGRANDIMENTO QUOTATURA DOSSI RALLENTAMENTO DI VILLAGGIO
NOTE CHIAVE DI QUESTO FOGLIO:
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
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DESCRIPTION
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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
AutoCAD SHX Text Approved by Michele Millers, AFH-C Program Manager, USAG Italy, via email
AutoCAD SHX Text 14082806
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AS NOTED
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VILLAGIO CYSS YOUTH CENTER VILLAGIO CYSS CENTRO GIOVANILE
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SKEAT-BORD
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SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
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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CC001
THE PURPOSE OF THE EROSION CONTROL MEASURES SHOWN ON
THESE PLANS SHALL BE TO PRECLUDE THE TRANSPORT OF ALL
WATERBORNE SEDIMENTS RESULTING FROM CONSTRUCTION
ACTIVITIES FROM ENTERING ONTO ADJACENT PROPERTIES OR STATE
WATERS. IF FIELD INSPECTION REVEALS THE INADEQUACY OF THE
PLAN TO CONFINE SEDIMENT TO THE PROJECT SITE, APPROPRIATE
MODIFICATIONS WILL BE MADE TO CORRECT ANY PLAN DEFICIENCIES.
/ LO SCOPO DELLE MISURE DI CONTROLLO DELL'EROSIONE INDICATE SU
QUESTE PIANTE DEVE EVITARE IL TRASPORTO DI TUTTI I SEDIMENTI
CONVOGLIATI DALL'ACQUA DERIVANTI DA ATTIVITÀ COSTRUTTIVE
VERSO IMMOBILI ADIACENTI O CORSI D'ACQUA. SE LE ISPEZIONI IN
CAMPO RILEVANO L'INADEGUATEZZA DEL PIANO PER CONFINARE I
SEDIMENTI AL CANTIERE, SARANNO EFFETTUATE MODIFICHE
APPROPRIATE PER CORREGGERE QUALSIASI DEFICIENZA DEL PIANO.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
INSTALLED AND MAINTAINED IN ACCORDANCE WITH PROCEDURES
APPROVED BY ITALIAN AUTHORITIES. THE CONTRACTOR SHALL BE
THOROUGHLY FAMILIAR WITH ALL APPROVED PROCEDURES
WHICH MAY BE PERTINENT TO THE PROJECT.
/ TUTTE LE MISURE DI CONTROLLO DELL'EROSIONE E DEI
SEDIMENTI DEVONO ESSERE INSTALLATE E MANUTENTATE
SECONDO LE PROCEDURE APPROVATE DALLE AUTORITÀ ITALIANE.
L'APPALTATORE DEVE ESSERE COMPLETAMENTE FAMILIARE CON
TUTTE LE PROCEDURE APPROVATE CHE POSSONO ESSERE
ATTINENTI AL PROGETTO.
2. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE
PROTECTED BY A TEMPORARY CONSTRUCTION ENTRANCE TO
PREVENT TRACKING OF MUD ONTO PUBLIC RIGHT-OF-WAYS. AN
ENTRANCE PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION
ACTIVITIES WITHIN RIGHT-OF-WAYS.
/ TUTTI I PUNTI DI INGRESSO ED USCITA DEL CANTIERE DI
COSTRUZIONE DEVONO ESSERE PROVVISTI DI UN'IMPIANTO
PROVVISORIO PER PREVENIRE IL TRASPORTO DEL FANGO SULLE
STRADE PUBBLICHE. È RICHIESTA UNA AUTORIZZAZIONE
ALL'INGRESSO PRECEDENTEMENTE A QUALSIASI ATTIVITÀ IN
CANTIERE ALL'INTERNO DEL DIRITTO DI ACCESSO.
3. SEDIMENT CONTROL DEVICES, SUCH AS SEDIMENT BASINS AND
TRAPS, PERIMETER DIKES, CHECK DAMS OR OTHER MEASURES
NOT LOCATED IN PROPOSED FILL OR EXCAVATION AREAS, SHALL
BE CONSTRUCTED PRIOR TO ALL OTHER LAND DISTURBANCE. AN
ON-SITE PRE-CONSTRUCTION MEETING WILL BE HELD BETWEEN
THE DEPARTMENT OF PUBLIC WORKS AND THE CONTRACTOR TO
IDENTIFY THOSE MEASURES TO BE INITIALLY INSTALLED.
/ I DISPOSITIVI DI CONTROLLO DEI SEDIMENTI, COME BACINI E
TRAPPOLE, SBARRAMENTI PERIMETRALI, ARGINI DI CONTROLLO O
ALTRE MISURE NON SITUATE IN AREE DI STOCCAGGIO O DI SCAVO
ASSEGNATE, DEVONO ESSERE COSTRUITE PRIMA DI TUTTE LE
ALTRE ATTIVITA' DI MOVIMENTAZIONE TERRA. DOVRA' ESSERE
FATTA UNA RIUNIONE PRIMA DELL'INIZIO DELLE ATTIVITA' SUL SITO
TRA IL DIPARTIMENTO DI OPERE PUBBLICHE E L'IMPRESA PER
IDENTIFICARE QUESTE MISURE DA INSTALLARE INIZIALMENTE.
4. MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL
MEASURES SHALL BE ACCOMPLISHED WITH PROCEDURES
APPROVED BY ITALIAN AUTHORITIES. MAINTENANCE SHALL
INCLUDE THE REPAIR OF MEASURES DAMAGED BY ANY
SUBCONTRACTORS INCLUDING PUBLIC UTILITY COMPANIES. AT
THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL
SUPPLY THE CONTRACTING OFFICER WITH THE NAME OF THE
INDIVIDUAL WHO WILL BE RESPONSIBLE FOR ENSURING
MAINTENANCE OF INSTALLED MEASURES ON A DAILY BASIS.
/ LA MANUTENZIONE DI TUTTE LE MISURE DI CONTROLLO
DELL'EDIZIONE E DEI SEDIMENTI È REALIZZATA CON PROCEDURE
APPROVATE DALLE AUTORITÀ ITALIANE. LA MANUTENZIONE
COMPRENDE LA RIPARAZIONE DELLE MISURE DANNEGGIATE DA
QUALSIASI SUBCONTRATTORE COMPRESE LE AZIENDE PUBBLICHE.
ALL'INCONTRO DI PRECOSTRUZIONE, L'APPALTATORE FORNISCE
ALL'AMMINISTRATORE CON IL NOME DELL'INDIVIDUALE CHE SARÀ
RESPONSABILE DI ASSICURARE LA MANUTENZIONE DELLE MISURE
INSTALLATE SU UNA BASE GIORNALIERA.
5. SURFACE FLOWS OVER CUT AND FILL SLOPES SHALL BE
CONTROLLED BY EITHER REDIRECTING FLOWS FROM
TRANSVERSING THE SLOPES OR BY INSTALLING MECHANICAL
DEVICES TO SAFELY LOWER WATER DOWNSLOPE WITHOUT
CAUSING EROSION.
/ LE SUPERFICI DI DEFLUSSO CONVESSE E I TRATTI IN PENDENZA
CONCAVI DEVONO ESSERE CONTROLLATI DA OGNI DEVIAZIONE DI
FLUSSO TRASVERSALE ALLA PENDENZE O INSTALLANDO
DISPOSITIVI MECCANICI PER FAVORIRE LO SCORRIMENTO IN
SICUREZZA SENZA CAUSARE EROSIONE.
6. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD
ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO ENSURE THEIR
INTENDED PURPOSE IS ACCOMPLISHED. WRITTEN APPROVAL
FROM THE CONTRACTING OFFICER IS REQUIRED FOR SIGNIFICANT
DEVIATIONS FROM THE APPROVED PLANS.
/ MISURE DI CONTROLLO DEI SEDIMENTI POSSONO RICHIEDERE
REGOLAZIONI DI PICCOLO CAMPO AL MOMENTO DELLA
COSTRUZIONE PER ASSICURARSI IL LORO SCOPO PREVISTO. È
RICHIESTA L'OMOLOGAZIONE SCRITTA DALL'AMMINISTRATORE
CONTRIBUTO PER DEVIAZIONI SIGNIFICATIVE DAI PIANI APPROVATI.
7. THE CONTRACTOR SHALL STRIP AND PILE TOPSOIL AT THE
LOCATIONS SHOWN ON THIS PLAN OR AS DIRECTED BY THE
CONTRACTING OFFICER. SILT FENCE SHALL BE PLACED AT THE
TOE OF THE STOCKPILE AFTER STRIPPING OF TOPSOIL IS
COMPLETE.
/ L'APPALTATORE DOVRA' FARE LO SCORTICO E ACCUMULARE IL
TERRENO OVE INDICATO SU QUESTA PIANTA O COME PRESCRITTO
DALL'UFFICIALE CONTRAENTE. UNA RECINZIONE FINA DI LIMO
DOVRA' ESSERE POSIZIONATOA SULLA PUNTA DEL CUMULO E
DOPO CHE LO SCORTICO DEL TERRENO È COMPLETO.
8. THE CONTRACTOR SHALL COMPLETE DRAINAGE FACILITIES WITHIN
30 DAYS FOLLOWING COMPLETION OF ROUGH GRADING AT ANY
POINT WITHIN THE PROJECT. THE INSTALLATION OF DRAINAGE
FACILITIES SHALL TAKE PRECEDENCE OVER ALL UNDERGROUND
UTILITIES. OUTFALL DITCHES FROM DRAINAGE STRUCTURES
SHALL BE STABILIZED IMMEDIATELY AFTER CONSTRUCTION OF
SAME. THIS INCLUDES INSTALLATION OF EROSION CONTROL
STONE WHERE REQUIRED.
/ L'APPALTATORE DOVRA' COMPLETARE GLI IMPIANTI DI
DRENAGGIO ENTRO 30 GIORNI SUCCESSIVI AL COMPLETAMENTO
DELLA PRIMA MOVIMENTAZIONE GREZZA DEL TERRENO IN
QUALSIASI PUNTO NELL'AMBITO DEL PROGETTO. L'INSTALLAZIONE
DEGLI IMPIANTI DI DRENAGGIO DEVE AVERE PRECEDENZA SU
TUTTI GLI IMPIANTI SOTTERRANEI. GLI SCARICHI DEI FOSSATI
DELLE STRUTTURE DI DRENAGGIO DOVRANNO ESSERE
STABILIZZATI IMMEDIATAMENTE DOPO LA COSTRUZIONE DELLO
STESSO. QUESTO COMPRENDE L'INSTALLAZIONE DELLA
MASSICCIATA PER IL CONTROLLO DELL'EROSIONE DOVE
RICHIESTA.
9. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED IN ALL
AREAS WHICH ARE NOT DESIGNATED FOR PAVING, UNDERGROUND
UTILITIES OR STRUCTURAL USES. SUCH AREAS SHALL NOT BE
EXPOSED FOR PERIODS EXCEEDING 30 DAYS. TEMPORARY
VEGETAL COVER MAY BE ELIMINATED IN FAVOR OF FINAL VEGETAL
COVER IF CONSTRUCTION AND SEASONAL CONDITIONS PERMIT.
/ UN RIVESTIMENTO VEGETATIVO TEMPORANEO DEVE ESSERE
FORNITO IN TUTTE LE AREE CHE NON SONO PROGETTATE PER
PAVIMENTAZIONE, IMPIANTI SOTTERRANEI O USI STRUTTURALI.
TALI AREE NON DOVRANNO ESSERE ESPOSTE PER PERIODI
SUPERIORI A 30 GIORNI. IL RIVESTIMENTO VEGETALE
TEMPORANEO PUO ESSERE ELIMINATO A FAVORE DEL
RIVESTIMENTO VEGETALE FINALE SE LO CONSENTONO IL PIANO DI
COSTRUZIONI E LE CONDIZIONI STAGIONALI.
10. ALL AREAS DESIGNATED FOR PAVING, UNDERGROUND UTILITIES,
AND STRUCTURAL USE SHALL BE STABILIZED AS SOON AS
POSSIBLE, BUT NOT EXCEEDING 15 DAYS FOLLOWING
INSTALLATION. NO MORE THAN 300' OF UTILITY LINE TRENCHING
SHALL BE OPEN AT ONE TIME.
/ TUTTE LE AREE PREVISTE PER LA PAVIMENTAZIONE, GLI IMPIANTI
SOTTERRANEI E L'UTILIZZO STRUTTURALE DEVONO ESSERE
STABILIZZATE IL PRIMA POSSIBILE, MA NON OLTRE I 15 GIORNI
SUCCESSIVI ALL'INSTALLAZIONE. NON PIÙ DI 300 PIEDI DI SCAVI
PER IMPIANTI INTERRATI DOVRANNO ESSERE APERTI ALLA VOLTA.
11. THE TERMS "SEEDING", "FINAL VEGETATIVE COVER", OR
"STABILIZATION", ON THIS PLAN SHALL MEAN THE SUCCESSFUL
GERMINATION AND ESTABLISHMENT OF A STABLE GRASS COVER
FROM A PROPERLY PREPARED SEEDBED CONTAINING THE
SPECIFIED AMOUNTS OF SEED, LIME, AND FERTILIZER. IRRIGATION
SHALL BE REQUIRED AS NECESSARY TO ENSURE ESTABLISHMENT
OF GRASS COVER.
/ I TERMINI "SEMINA","TAPPETO VEGETATIVO FINALE" O
"STABILIZZAZIONE", SU QUESTO PROGETTO SIGNIFICANO LA
GERMINAZIONE E LA FORMAZIONE DI UN MANTO ERBOSO STABILE
DETERMINATO DA UNA SEMINA CONTENENTE LE QUANTITA'
SPECIFICHE DI SEMINA, LIMO E FERTILIZZATI . L'IRRIGAZIONE È
NECESSARIA QUANDO SERVE A GARANTIRE LA FISSAZIONE DEL
MANTO ERBOSO.
12. ALL SLOPES STEEPER THAN 3:1 SHALL REQUIRE THE USE OF
EROSION CONTROL BLANKETS TO AID IN THE ESTABLISHMENT OF
A VEGETATIVE COVER. INSTALLATION SHALL BE IN ACCORDANCE
WITH MULCHING AND MANUFACTURER'S INSTRUCTIONS.
/ TUTTE LE PENDENZE PIÙ INTENSE DI 3: 1 RICHIEDONO L'UTILIZZO
DI COPERTE DI CONTROLLO DELL'EROSIONE PER AIUTARE NELLA
CREAZIONE DI UN COPERCHIO VEGETATIVO. L'INSTALLAZIONE
DEVE ESSERE CONFORME ALLE ISTRUZIONI DI MULCHING E DEL
PRODUTTORE.
13. INLET PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN
INLETS AS SOON AS PRACTICAL FOLLOWING CONSTRUCTION OF
SAME.
/ UNA PROTEZIONE DEVE ESSERE FORNITA PER TUTTE LE
CADITOIE PRIMA DELLA SEGUENTE COSTRUZIONE PRATICA DELLO
STESSO.
14. BASE COURSE MATERIAL SHALL BE PLACED IN ALL STREET AREAS
WITHIN 30 DAYS OF FINAL GRADING.
/ IL MATERIALE STABILIZZATO DEVE ESSERE POSIZIONATO IN
TUTTE LE AREE DI STRADA ENTRO 30 GIORNI DALLA
MOVIMENTAZONE DEL TERRENO FINALE.
15. TEMPORARY EROSION CONTROL MEASURES ARE NOT TO BE
REMOVED UNTIL ALL DISTURBED AREAS ARE STABILIZED. AFTER
STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE REMOVED
WITHIN 30 DAYS. TRAPPED SEDIMENT SHALL BE SPREAD AND
SEEDE.
/ LE MISURE DI CONTROLLO DELL'ERROSIONE TEMPORANEA NON
DEVONO ESSERE RIMOSSE FINO A CHE TUTTE LE AREE
DISTURBATE SONO STABILIZZATE. DOPO CHE LA STABILIZZAZIONE
È COMPLETA, TUTTE LE MISURE DEVONO ESSERE RIMOSSE ENTRO
30 GIORNI. IL SEDIMENTO INTRAPPOLATO DOVRA' ESSERE
SPARSO E SEMINATO.
16. OFF-SITE WASTE OR BORROW AREAS SHALL BE APPROVED BY THE
CONTRACTING OFFICER PRIOR TO THE IMPORT OF ANY BORROW
OR EXPORT OF ANY WASTE TO OR FROM THE PROJECT SITE.
/ LE AREE RACCOLTA RIFIUTI O IN AFFITTO FUORI SITO DOVRANNO
ESSERE APPROVATE DALL'UFFICIALE CONTRAENTE PRIMA
DELL'IMPORTAZIONE DI QUALSIASI RIFIUTO O ESPORTAZIONE DI
QUALSIASI RIFIUTO DAL SITO DEL PROGETTO.
KEY
LINE/SYMBOL/ LINEA/SIMBOLODESCRIPTION/ DESCRIZIONE
TS
IP
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NOTE
1. PROVIDE SAFETY FENCE INSIDE OF LIMIT OF WORK. /
PROVVEDERE UNA RECINZIONE DI SICUREZZA ALL'INTERNO DEL LIMITE DI CANTIERE
B/M B/M
EROSION & SEDIMENT CONTROL LEGEND (NEW)
TEMPORARY STONE CONSTRUCTION ENTRANCE /
MASSICCIATA DI INGRESSO PROVVISORIA
SILT FENCE /
RECINZIONE DI LIMO
INLET PROTECTION /
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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
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
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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 14082807
AutoCAD SHX Text
AutoCAD SHX Text
AS NOTED
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AFW
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UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS.
GRAPHIC SCALES
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 LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILI E LA LEGENDA.
B. DISTURBED AREAS THAT ARE NOT DESIGNATED FOR PAVING,
STRUCTURES, OR LANDSCAPING MUST BE STABILIZED WITH
TEMPORARY SEEDING. /
LE AREE DISTURBATE CHE NON DEVONO AVERE PAVIMENTAZIONI,
STRUTTURE O PAESAGG. DEVONO ESSERE STABILIZZATE CON
SEMINA PROVVISORIA.
C. AREAS DESIGNATED TO RECEIVE VEGETATIVE STABILIZATION BY
"TEMPORARY SEEDING" ("TS") SHALL ALSO RECEIVE "TOPSOILING"
("TO"), "MULCHING" ("MU"), AND "PERMANENT SEEDING" ("PS"). SEE
LANDSCAPE SHEETS FOR PERMANENT SEEDING MIXTURE
REQUIREMENTS. /
LE AREE DESTINATE AD ESSERE STABILIZZATE CON MANTO
VEGETATIVO TRAMITE "SEMINA PROVVISORIA" ("TS") DEVONO
ESSERE TRATTATE ANCHE CON "TERRENO VEGETALE" ("TO"),
"PACCIAME" ("MU") E "SEMINA DEFINITIVA" ("PS"). VEDERE TAVOLE
PAESAGG. PER IL MIX DI SEMENTI DA UTILIZZARE.
CC101A
1. NEW BUILDING OUTLINES SHOWN FOR REFERENCE ONLY (TYPICAL). /
NUOVE LINEE IN USCITA DAGLI EDIFICI INDICATE SOLO PER
RIFERIMENTO, TIPICO.
2. LIMIT OF WORK FOR VICENZA HIGH SCHOOL PROJECT (TYPICAL). SEE
SHEET C-001, NOTE #26 FOR ADDITIONAL REQUIREMENTS. /
LIMITI DEI LAVORI PER IL PROGETTO DELLA SCUOLA SUPERIORE DI
VICENZA (TIPICO). VEDERE TAVOLA C-001, NOTA #26 PER REQUISITI
AGGIUNTIVI.
3. TEMPORARY TREE PROTECTION (TYPICAL). SEE DETAIL, SHEET C-5XX.
SEE LANDSCAPE SHEETS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS. /
PROTEZIONE TEMPORANEA DEGLI ALBERI (TIPICA). VEDERE
PARTICOLARE, TAVOLA C-5XX. VEDERE I DISEGNI PAESAGGISTICI PER
INFORMAZIONI AGGIUNTIVE E REQUISITI
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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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CURB INLET 1368
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CURB INLET 1365
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CURB INLET 1342
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CURB INLET 1341
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SD GRATE 20651
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SD GRATE 20885
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SDMH 20874
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SDMH 20904
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SDMH 20917
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BLDG #150
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VIA MARCO AURELIO
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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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BLDG #351
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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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BLDG #5
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BLDG #6
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BLDG #7
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BLDG #4
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SSMH 20720
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SSMH 20840
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