Attachment S - Amend0004_DWG_3of12_CIV02.pdf

PDF 25 MB Posted May 23, 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
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
Attachment H - DWG_10of42.pdf	PDF	Mar 28, 2023

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X X

APT 22100

APT 22200

TH BLK 22300

TH BLK 22500

DN DN

HPT

31.53

31.67

31.63

31.42LPT/HPT

31.30

FF=31.68

FF=31.48

2.0% TYP

0.6% (MIN)

2.0% (MAX)

2.0% TYP

2% TYP

TYP

2% TYP

2% MAX

TYP

2% MAX

TYP

.80

30.80

.00

31.61E

31.61

LPT

31.30

LPT 31.20

LPT

31.30

31.08

30.90

LPT

30.90

LPT

31.14

31.48

31.004EP E

30.70 LPT

31.37

31.30

LPT

31.63

31.14

31.00

LPT

31.14 31.14

31.00

LPT

31.14

31.05

31.1431.14

31.14

LPT

30.86

LPT

30.75 BC

30.85 TC LPT

30.76 BC

30.86 TC

HPT

30.82 BC

30.92 TC

LPT

30.75 BC

30.85 TC

LPT

30.74 BC

30.84 TC

31.05

HPT

30.82 BC

30.92 TC

31.14

30.96

31.14

31.04 BC

31.19 TC

30.90 BC

30.53

LPT

31.48

30.90

LPT

30.90

LPT

30.90

LPT30.90

LPT

31.02

HPT

31.30

LPT

31.30

LPT

31.30

LPT

30.90

LPTHPT

30.82 BC

30.92 TC

HPT

30.84 BC

30.94 TC

HPT

31.11

HPT

31.60

HPT

30.95

31.02

HPT

31.02

HPT

31.05

HPT

31.02

HPT

31.40 31.40

.40

31.40

.40

31.40

31.40 31.40

31.20

31.00

.00

30.80

31.

.40

31.60

31.40

.00

31.00

.00

.80

.00

30.80

31.00

.00

31.20

.00

30.90

LPT

.60

30.60

30.72 BC

30.87 TC

31.65 31.53

31.51

31.58 31.59

31.42

HPT

31.53

31.31

31.25 31.25

LPT

31.20

LPT

31.20

LPT

31.15

31.25

2% M

31.3531.45 31.45

31.34

HPT

31.63

31.55 31.53

31.68

2% MA

31.35

31.58

HPT

31.02BC

31.12TC

31.40

31.33

31.40

31.60

2% MAX

0.5% MIN

TYP

31.39

LPT

2% MAX

0.5% MIN

TYP

1.0

0.6% (MIN)

2.0% (MAX)

30.60

HPT

31.00

HPT 31.12

31.14

CB CB

C B

SDSD

R D

R D R D

RDRD

R D

R D R D

DRD RD

D RD

R D

RDRD

R D

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-0

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N A

V A

S E

N G

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C O

M M

A N

-9

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

- S

C G1

/ L

I U

- V

MATCHLINE - SEE SHEET CG105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG105 PER CONTINUARE

CG104

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

CG104

L T

E D

SHEET KEYNOTES: /

NOTE CHIAVE DI QUESTO FOGLIO:

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 BUILDINGS,

STRUCTURES AND EQUIPMENT. / FORNIRE DRENAGGIO DI

SUPERFICIE POSITIVO PER ALLONTANARE L'ACQUA DALL'EDIFICIO,

STRUTTRE, E APPARATI.

C. MAXIMUM SLOPE ON ACCESSIBLE PEDESTRIAN WALKWAYS IS

5.0%. / LA PENDENZA MASSIMA SUI PASSERELLE PEDONALI

ACCESSIBILI È DEL 5,0%.

D. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHIBITED

WITHIN THE 200-METER WELL PROTECTION ZONE. / TRATTAMENTO

ANTITERMITE DELLA FONDAZIONI DELL'EDIFICIO E PROIBITO

ENTRO LA ZONZ PROTEZIONE DEL POZZO DI 200 M.

E. EXISTING AND NEW STORM DRAINAGE SYSTEMS ARE SHOWN FOR

REFERENCE. SEE CU100-SERIES SHEETS FOR STORM DRAIN

UTILITY INFORMATION.

31.003

31.001

31.001 MATCH EXISTING GRADE / CONFRONTARE CON LIVELLO ESISTENTE

31.003 FIELD VERIFY / VERIFICA IN CAMPO

31.003

31.001 31.003

(TYP)

D-

L C

/03

/20

1 1

Carbone, Lucrezia Stamp

X X

APT 22400

APT 21200

TH BLK 22500

TH BLK 21000

TH BLK 21300

TH BLK 21000

DNDN

TH BLK 21400

HPT

31.56

31.63

31.14

31.63

FF=31.68

4.5% MAX

2.0% TYP

0.5

0.5% MIN

30.80

.80

30.80

31.00

31.05

HPT

31.00

LPT

31.00

LPT31.05

HPT

31.14

31.63

31.67

30.80

LPT

31.14

30.80

LPT

31.14 31.14

31.14

30.90

LPT

31.14

31.14 31.14

LPT

30.75 BC

30.85 TC

LPT

30.74 BC

30.84 TC

LPT

30.71 BC

30.81 TC

LPT

30.74 BC

30.84 TC

31.07E

30.91

31.06

HPT

30.70

LPT

30.95

31.07E

31.02 31.14

31.02

31.12

31.11

31.30

LPT

30.90

LPT

30.95

LPT

31.15

HPT

31.05

31.45 31.40

HPT

31.39 31.34

31.07E

(VERIFY)

31.63

31.67

LPT

30.74 BC

30.84 TC

HPT

30.77 BC

30.87 TC

LPT

30.71 BC

30.81 TC

HPT

30.76 BC

30.86 TC

HPT

30.74 BC

30.84 TC

HPT

30.82 BC

30.92 TC

HPT

30.81 BC

30.91 TC

HPT

30.81 BC

30.91 TC

HPT

31.03

HPT

30.96

31.14

.63 31.49

31.49 31.44

31.44

.63

31.43

31.39

31.14

30.95

LPT

30.9

LPT

30.95

LPT

30.95

LPT 31.14

31.14

0.5% MIN

31.19

31.10

31.20

.60

.00

.80

31.00

30.80

.00

31.00

.00

31.00

.40

.20

.00

C B

D D

R D

RD R

R D

RDRDRD

RDRD

R D

R D R

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P lo tte d:

-0

Fi le na m e:

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P lo tte d:

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\2 0-

-C G

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

MATCHLINE - SEE SHEET CG106 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG106 PER CONTINUARE

CG105

MATCHLINE - SEE SHEET CG104 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG104 PER CONTINUARE CG105

L T

E D

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

SHEET KEYNOTES: /

NOTE CHIAVE DI QUESTO FOGLIO:

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 BUILDINGS,

STRUCTURES AND EQUIPMENT. / FORNIRE DRENAGGIO DI

SUPERFICIE POSITIVO PER ALLONTANARE L'ACQUA DALL'EDIFICIO,

STRUTTRE, E APPARATI.

C. MAXIMUM SLOPE ON ACCESSIBLE PEDESTRIAN WALKWAYS IS

5.0%. / LA PENDENZA MASSIMA SUI PASSERELLE PEDONALI

ACCESSIBILI È DEL 5,0%.

D. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHIBITED

WITHIN THE 200-METER WELL PROTECTION ZONE. / TRATTAMENTO

ANTITERMITE DELLA FONDAZIONI DELL'EDIFICIO E PROIBITO

ENTRO LA ZONZ PROTEZIONE DEL POZZO DI 200 M.

E. EXISTING AND NEW STORM DRAINAGE SYSTEMS ARE SHOWN FOR

REFERENCE. SEE CU100-SERIES SHEETS FOR STORM DRAIN

UTILITY INFORMATION.

31.001

31.003

31.001 MATCH EXISTING GRADE / CONFRONTARE CON LIVELLO ESISTENTE

31.003 FIELD VERIFY / VERIFICA IN CAMPO

(TYP)

31.00131.003

D-

L C

/03

/20

1 1

O N

U S

APT 21500

TH BLK 21400

DNDN

FF=31.68

FF=31.25

2.0% TYP

2% TY

2.0% TYP

30.80

31.20

31.00

31.14 30.85

LPT

30.69 BC

30.84 TC

30.90

LPT

30.90

LPT

31.14

31.14 31.14

31.14

31.67 31.63

HPT

31.39

LPT

30.95

LPT

30.95

HPT

LPT

30.68 BC

30.78 TC

LPT

30.68 BC

30.78 TC

30.95 TC

30.71 BC

30.81 TC

31.44

31.39

31.38

31.62 31.33

31.46

31.37

31.30

2% TY

30.95 TC31.28

31.00

.00

31.00

31.20

.20 31

.40

31.20

.20

31.00

30.80

31.00

31.20

31.00 30.80

31.223E

31.133E

31.40

31.20

31.00

.00

1% (M

2% (M

LPT

30.5

31.00

31.14

HPT

31.14

D D

CB CB

SD SD

SDSDSDSD

SDSDSD

R D R

C B

R D

RDRD

B SD

SD611

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

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.D W

G La st s av ed b y:

P lo tte d:

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D L\

\2 0-

-C G

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

CG106

MATCHLINE - SEE SHEET CG105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CG105 PER CONTINUARE CG106

L T

E D

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

SHEET KEYNOTES: /

NOTE CHIAVE DI QUESTO FOGLIO:

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 BUILDINGS,

STRUCTURES AND EQUIPMENT. / FORNIRE DRENAGGIO DI

SUPERFICIE POSITIVO PER ALLONTANARE L'ACQUA DALL'EDIFICIO,

STRUTTRE, E APPARATI.

C. MAXIMUM SLOPE ON ACCESSIBLE PEDESTRIAN WALKWAYS IS

5.0%. / LA PENDENZA MASSIMA SUI PASSERELLE PEDONALI

ACCESSIBILI È DEL 5,0%.

D. TERMITE TREATMENT OF BUILDING FOUNDATIONS IS PROHIBITED

WITHIN THE 200-METER WELL PROTECTION ZONE. / TRATTAMENTO

ANTITERMITE DELLA FONDAZIONI DELL'EDIFICIO E PROIBITO

ENTRO LA ZONZ PROTEZIONE DEL POZZO DI 200 M.

E. EXISTING AND NEW STORM DRAINAGE SYSTEMS ARE SHOWN FOR

REFERENCE. SEE CU100-SERIES SHEETS FOR STORM DRAIN

UTILITY INFORMATION.

31.001

31.003

31.001 MATCH EXISTING GRADE / CONFRONTARE CON LIVELLO ESISTENTE

31.003 FIELD VERIFY / VERIFICA IN CAMPO

31.001 31.003

(TYP)

31.00131.003

31.00131.0031

D-

L C

/03

/20

X X

DN DN

FF=31.68

FF=31.48

.80

30.80

.00

.00 31.40

31.40

.40

31.40

.40

31.40

31.40 31.40

31.20

31.00

.00

30.80

31.

.40

31.60

31.40

.00

31.00

.00

.80

.00

30.80

31.00

.00

31.20

.00

.60

30.60

31.40

31.60

30.60

IP IP

IPIP

IP IP

CB CB

C B

SDSD

R D

R D R D

RDRD

R D

R D R D

DRD RD

D RD

R D

RDRD

R D

D RD

R D

D SD SD

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

W G

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

- S

C C1

/ L

I U

- V

MATCHLINE - SEE SHEET CC105B FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CC105B PER CONTINUARE

CC104B

L P

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 ASSERE STABILIZZATE CON MANTO VEGETATIVO TRAMITE

SEMINA PROVVISORIA TS DEVONO ESSERE TRATTATE CON TERRENO

VEGETALE TO, PACCIAME MU E SEMINA DEFINITIVA. VEDERE TAVOLE

PAESAGG. PER IL MIX DI SEMENTI DA UTILIZZARE.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

D-

L C

/03

/20

U S

DNDN

FF=31.68

FF=31.25

30.80

31.20

31.00

31.00 31.00

.00

31.00

31.20

.20 31

.40

31.20

.20

31.00

30.80

31.00

31.20

31.00 30.80

31.40

31.20

31.00

.00

31.00

D D

CB CB

SD SD

SDSDSDSD

SDSDSD

R D R

C B

R D

RDRD

B SD

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

W G

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

CC106B

MATCHLINE - SEE SHEET CC105B FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CC105B PER CONTINUARE

L P

CC106B

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 ASSERE STABILIZZATE CON MANTO VEGETATIVO TRAMITE

SEMINA PROVVISORIA TS DEVONO ESSERE TRATTATE CON TERRENO

VEGETALE TO, PACCIAME MU E SEMINA DEFINITIVA. VEDERE TAVOLE

PAESAGG. PER IL MIX DI SEMENTI DA UTILIZZARE.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

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s av ed b y:

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-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 2.

D W

G La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

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-0

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DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

[ M3-C, M3-F, M5 ] - LONGITUDINAL STRIPES /

STRISCE LONGITUDINALI

NO SCALE / NON IN SCALA

USE TYPE "C"

FOR SEPARATION OF DIRECTIONS AND LANES, FOR INTERRUPTION OF CONTINUOUS LINES. LINE WIDTH = 12 cm. /

UTILIZZARE TIPO "C"

PER SEPARAZIONE DEI SENSI DI MARCIA E DELLE CORSIE, PER INTERRUZIONE DI LINEE CONTINUE. LARGHEZZA DELLA LINEA = 12 cm.

USE TYPE "F"

FOR MARGIN STRIPS, FOR INTERRUPTION OF CONTINUOUS LINES AT SIDE ACCESSES OR DRIVEWAYS.

LINE WIDTH = 12 cm /

UTILIZZARE TIPO "F"

PER STRISCE DI MARGINE, PER INTERRUZIONE DI LINEE CONTINUE IN CORRISPONDENZA DI ACCESSI LATERALI O DI PASSI CARRABILI. LARGHEZZA DELLA LINEA = 12 cm.

FIG. II 438/b ART. 147: SHAPE AND SIZE OF THE DIRECTIONAL ARROWS (DIMENSIONS IN METERS). DIRECTIONAL ARROWS FOR TYPE "E" AND "F" ROADS REFERRED TO IN ART. 2, PARAGRAPH 2 OF THE CODE. / FORMA E DIMENSIONI DELLE FRECCE DIREZIONALI (DIMENSIONI IN METRI). FRECCE DIREZIONALI PER STRADE DI TIPO "E" ED "F" DI CUI ALL'ART. 2, COMMA 2 DEL CODICE.

M3-F

M3-C

M9 M10 M1

MIRRORED /

RISPECCHIATO

FOR SEPARATION OF DIRECTIONS AND LANES IN SECTIONS WITH DESIGN SPEEDS NOT EXCEEDING 50KM/H OR IN TUNNELS. LINE WIDTH = 12 cm. / PER SEPARAZIONE DEI SENSI DI MARCIA E DELLE CORSIE DI MARCIA NEI TRATTI CON VELOCITÀ DI PROGETTO NON SUPERIORE A 50KM/H O IN GALLERIA. LARGHEZZA DELLA LINEA = 12 cm.

STOP

A B

C D

DIMENSIONS / DIMENSIONI

A = 0.5m B = 1m (MIN), 3m (MAX) C = 1.6m

D = 0.5 (MIN)

E = 5m (MIN) F = 0.5m (NOM)

STOP

A B

C D

DIMENSIONS / DIMENSIONI

A = 0.5m B = 1m (MIN), 3m (MAX) C = 1.6m

D = 0.5 (MIN)

E = 3.6m (MIN)

[ M7 ] - TRANSVERSE STRIP AT STOP /

STRISCIA TRASVERSALE DI ARRESTO

NO SCALE / NON IN SCALA

[ M4 ] - TRANSVERSE STRIP AT YIELD /

STRISCIA TRASVERALE DI DARE PRECEDENZA

NO SCALE / NON IN SCALA

WITH PEDESTRIAN CROSSING /

CON ATTRAVERSAMENTO PEDONALE

WITHOUT PEDESTRIAN CROSSING /

SENZA ATTRAVERSAMENTO PEDONALE

A D

DIMENSIONS / DIMENSIONI

A = 0.5m B = 0.4m C = 0.2m D = 2.0m (MIN), 3.0m (MAX) E = 2.0m F = 1.0m G = 0.5m H = 0.12m J = 4.5m (MIN)

SEE PLAN /

VEDI PIANO

B C

SEE PLAN /

VEDI PIANO

SEE PLAN /

VEDI PIANO

0.2 m

0.5 m

0.3 m

0.6 m

TYPICAL LAYOUT OF ZEBRA STRIPING /

DISPOSIZIONE TIPICA DI ZEBRA STRISCIA

TRAFFIC ISLAND ZEBRA STRIPING (TYPICAL) /

STRISCE DI ZEBRA DELL'ISOLA DEL TRAFFICO (TIPICO)

CP702

CP706

[ M1, M9, M10 ] - DIRECTIONAL ARROWS /

FRECCA DIRECZIONALI

NO SCALE / NON IN SCALA

CP001

L S

A. SEE SHEET CP002 FOR M6, M6-R, M8, M8-A. / VEDI TAVOLA CP002 PER M6, M6-R, M8, M8-A.

B. PROVIDE PAVEMENT MARKINGS THAT COMPLY WITH "REGOLAMENTO DI ESECUZIONE E DI ATTUAZIONE DEL NUOVO CODICE DELLA STRADA" (ROAD CODE), ART. 137 -155. / FORNIRE SEGNALI ORIZZONTALI CONFORMI A "REGOLAMENTO DI ESECUZIONE E DI ATTUAZIONE DEL NUOVO CODICE DELLA STRADA" (CODICE DELLA STRADA), ART. 137-155.

C. PROVIDE SIGNAGE THAT COMPLIES WITH THE "ROAD CODE", ART. 77 -136. / FORNIRE SEGNALI VERTICALI CONFORMI AL

"CODICE DELLA STRADA", ART. 77 -136.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

[ M2 ] - ZEBRA STRIPES (WHITE) /

STRISCE ZEBRATURE (BIANCA)

NO SCALE / NON IN SCALAA1

A R E A P E D O N A L E

ECCETTO :

VIGILI DEL FUOCO

( solo in servizio urgente di emergenza )

AUTOBUS

SIGNAGE LEGEND /

SEGNALETICA VERTICALE LEGENDA

S1 ONE WAY (FIG. II 348 ART. 135) /

SENSO UNICO PARALLELO (FIG. II 348 ART. 135).

S6 SPEED LIMIT (FIG. II 50 ART. 116) /

LIMITE DI VELOCITA' (FIG. II 50 ART. 116)

S2 STOP (FIG. II 37 ART. 107) /

STOP (FIG. II 37 ART. 107)

S9 YIELD (FIG. II 36 ART. 106) /

DARE PRECEDENZA (FIG. II 36 ART. 106)

S4 DIRECTION (FIG. II 82/b ART. 122) /

PASSAGGIO OBBLIGATORIO A DESTRA (FIG. II

82/b ART. 122)

S3 WRONG WAY (FIG. II 47 ART. 116) /

SENSO VIETATO (FIG. II 47 ART. 116)

FIG. II 446 ART. 150

TRAFFIC ISLANDS: THE TRAFFIC ISLANDS ARE DELIMITED BY WHITE STRIPES. THE INSIDE OF THE ISLANDS AT FRONT MUST BE INSERTED WHITE ZEBRAS, INCLINED AT 45° WITH RESPECT TO THE DIRECTION OF TRAVEL; THE GAPS BETWEEN THE STRIPS ARE TWICE THE WIDTH OF THE STRIPS. THE HEADS OF THE RAISED ISLANDS MUST BE PRECEDED BY WARNING

ZEBRA POINTS OF TRANSITION. /

ISOLE DI TRAFFICO: LE ISOLE DI TRAFFICO SONO DELIMITATE DA STRISCE BIANCHE. NELL'INTERNO DELLE ISOLE A RASO DEVONO ESSERE INSERITE ZEBRATURE DI COLORE BIANCO, INCLINATE A 45° RISPETTO AL VERSO DI MARCIA; GLI INTERVALLI FRA LE STRISCE HANNO LARGHEZZA DOPPIA RISPETTO ALLE STRISCE. LE TESTATE DELLE ISOLE RIALZATE DEVONO ESSERE

PRECEDUTE DA CUSPIDI ZEBRATE DI PREAVVISO.

CP703

S5 YIELD TO PEDESTRIANS (FIG. II 303 ART. 135) /

PRECEDENZA AI PEDONI (FIG. II 303 ART. 135)

S7 ROUNDABOUT (FIG. II 84 ART. 122) /

ROTATORIA (FIG. II 84 ART. 122)

S8 LEFT TURN ONLY (FIG. II 80/e ART. 122) /

DIREZIONE OBBLIGATORIA A SINISTRA (FIG. II

80/e ART. 122)

S10a AT ENTRANCE: PEDESTRIAN AREA, EXCEPT

FIRE FIGHTERS (FIG. II 320 ART. 135). /

ALL'INGRESSO: AREA PEDONALE, ECCETTO

VIGILI DEL FUOCO (FIG. II 320 ART. 135).

S10b AT EXIT: END OF PEDESTRIAN AREA

(FIG. II 321 ART. 135) /

ALL'USCITA: FINE AREA PEDONALE

(FIG. II 321 ART. 135).

S13 BUS STOP (FIG. II 358 ART. 136) /

FERMATA AUTOBUS (FIG. II 358 ART. 136)

A R E A P E D O N A L E

ZONA

TRAFFICO LIMITATO

ECCETTO :

VIGILI DEL FUOCO

( solo in servizio urgente di emergenza )

ZONA

TRAFFICO LIMITATO

S11a AT ENTRANCE: LIMITED TRAFFIC ZONE, EXCEPT FIRE FIGHTERS

(FIG. II 322/a ART. 135). /

ALL'INGRESSO: AREA PEDONALE, ECCETTO

VIGILI DEL FUOCO (FIG. II 322/a ART. 135).

S11b AT EXIT: END OF LIMITED TRAFFIC ZONE (FIG. II 322/b ART. 135) /

ALL'USCITA: FINE ZONA A TRAFFICO

LIMITATO (FIG. II 322/b ART. 135).

NOTE / NOTA

STRIPE COLOR IS WHITE, UNO. / IL COLORE DELLA STRISCIA È BIANCO, UNO.

NOTE / NOTA

STRIPE COLOR IS WHITE, UNO. / IL COLORE DELLA STRISCIA È BIANCO, UNO.

FOR REFERENCE ONLY -

SEE PEDESTRIAN

CROSSING DETAILS /

SOLO PER REFERENZA -

VEDI DETTAGLI

ATTRAVERSAMENTO

PEDONALE.

S12 ACCESSIBLE PARKING (FIG. II 79/a ART. 120) / PARCHEGGIO INVALIDI (FIG. II 79/a ART. 120)

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:\D C

\B D

\C \1

-C

-0 2.

D W

G La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P0

-0

W G

N A

V A

S E

N G

E R

C O

M M

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DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

CP002

L S

SEE SHEET CP001 FOR VERTICAL SIGN /

VEDERE TAVOLA CP001 PER IL SEGNALE VERTICALE

120 WIDE YELLOW STRIPE (TYPICAL) /

STRISCE LARGHE 120 GIALLE (TIPICO)

ZEBRA STRIPES (YELLOW); SEE SHEET CP001

FOR PAVEMENT MARKING /

STRISCE ZEBRATURE (GIALLE); VEDERE

TAVOLA CP001 PER IL SEGNALE ORIZZONTALE

2 700

(MIN)

1 500

(MIN)

5 6

W C 3.5m (MIN)

L 2

0.5m (TYP)

2.5m (MIN, TYP)

0.5 m

W 1

W 2 0.5 m (T

L 1 3

KEYNOTES: / NOTE CHIAVE:

2.0m (MIN) 2.0m (MIN)

TOP OF FINISH GRADE /

SOMMITA' LIVELLO FINITO

TOP OF TABLE /

PARTE SUPERIORE DEL

ATTRAVERSAMENTI PEDONALE

ASPHALT BINDER COURSE INCREASED IN THICKNESS /

STRATO DI LEGANTE D'ASFALTO AUMENTATO IN SPESSORE

50 ASPHALT SURFACE COURSE /

50 STRATO SUPERFICIE ASFALTATA

ASPHALT BASE LAYER /

STRATO DI BASE IN ASFALTO

150 (VARIES) SEE PLAN /

150 (VARIABILE) VEDI PIANTA

A1 /50

/ V

LIO

A 1/5

<= 7.5%

1. SEE PLAN FOR CROSSWALK LENGTH.

2. WC = GREATER OF W1 AND W2, MINIMUM 3.5

METERS. MAXIMUM 1% CROSS SLOPE

WITHIN WC.

3. L1 = L2, MINIMUM 0.5 METERS.

4. WHITE PAVEMENT MARKING (TYPICAL).

5. BLACK ASPHALT OR BLACK PAVEMENT

MARKING (TYPICAL).

6. SEE PLAN FOR CURB AND RAMP

CONFIGURATIONS.

7. DIRECTION OF VEHICLE TRAVEL.

8. SIDEWALK.

9. RAMP; MAXIMUM SLOPE = 7.5% AND

MINIMUM WIDTH = 2.0 METERS.

10. YELLOW PAVEMENT MARKING (TYPICAL).

11. PROVIDE VERTICAL SIGNS IN

ACCORDANCE WITH HOST NATION ROAD

CODE.

1. VEDI PIANO PER LA LUNGHEZZA

DELL'ATTRAVERSAMENTO PEDONALE.

2. WC = MAGGIORE DI W1 E W2, MINIMO 3,5m.

MASSIMO 1% DI PENDENZA TRASVERSALE

PER WC.

3. L 1 = L 2 , MINIMO 0,5m.

4. SEGNALETICA BIANCA SUL PAVIMENTO

(TIPICO).

5. SEGNALETICA NERA O ASFLATO NERO

(TIPICO).

6. VEDI PIANO PER LA CONFIGURAZIONE DEL

CORDOLO E DELLA RAMPA.

7. DIREZIONE DI MARCIA DEI VEICOLI.

8. MARCIAPIEDE.

9. RAMPA; PENDENZA MASSIMA = 7,5% E

LARGHEZZA MINIMA = 2,0m.

10. SEGNALETICA GIALLA SUL PAVIMENTO

(TIPICO).

11. FORNIRE SEGNALETICA VERTICALE IN

CONFORMITÀ CON LA NORMATIVA DEL

CODICE STRADALE LOCALE.

[ M6-R ] - RAISED PEDESTRIAN CROSSING /

ATTRAVERSAMENTO PEDONALE RIALZATO

NO SCALE / NON IN SCALAA1C1

CP704

[ M8-A ] - ACCESSIBLE PARKING AND MARKINGS /

PARCHEGGIO ACCESSIBILI E SEGNALAZIONI

NO SCALE / NON IN SCALAA4C1

CP704

ACCESSIBILITY SYMBOL /

SIMBOLO ACCESSIBILITA'

S11

ACCESSIBILITY SYMBOL (BLUE) - ACCORDING TO

FIGURE II 445/a ART. 149, FIGURE II 445/b ART. 149, E FIGURE II 445/c ART. 149 OF THE REGULATION FOR THE

EXECUTION AND IMPLEMENTATION OF THE ROAD CODE. /

SIMBOLO DI ACCESSIBILITÀ (BLU) - SECONDO LA FIGURE II 445/a ART. 149, FIGURE II 445/b ART. 149, E FIGURE II 445/c ART. 149

DEL REGOLAMENTO DI ESECUZIONE E D ATTUAZIONE DEL

CODICE DELLA STRADA.

ACCESSIBILITY

SYMBOL /

SIMBOLO

ACCESSIBILITA'

A. SEE SHEET CP001 FOR M1, M2, M3-C, M3-F, M4, M5, M6, M6-R, M7, M8, M8-A, M9, AND M10. / VEDI TAVOLA CP001 PER M1, M2, M3-C, M3-F, M4, M5, M6, M6-R, M7, M8, M8-A, M9, AND M10.

C. PROVIDE SIGNAGE THAT COMPLIES WITH THE "ROAD CODE", ART. 77 -136. / FORNIRE SEGNALI VERTICALI CONFORMI AL

"CODICE DELLA STRADA", ART. 77 -136.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

6 0006 000

2 7

5 6

FACE OF CURB OR EDGE OF PAVEMENT /

FRONTE DI CORDOLO O BORDO DI

PAVIMENTAZIONE

120 WIDE WHITE STRIPE

(TYPICAL) /

STRISCE LARGHE 120

BIANCHE (TIPICO)

NOTE/NOTA:

ROAD MARKING MUST BE IN ACCORDANCE WITH NUOVO CODICE DELLA STRADA. /

SEGNALETICA ORIZZONTALE DEVONO ESSERE CONFORMI AL NUOVO CODICE DELLA STRADA.

W C

L 2

0.5 m

) 2

2.5 m

, T

1. SEE PLAN FOR CROSSWALK

LENGTH.

2. W C = GREATER OF W 1 AND W 2,

MINIMUM 3.5m. MAXIMUM 1%

CROSS SLOPE FOR WC.

3. L 1 = L 2, MINIMUM 0.5m.

4. WHITE PAVEMENT MARKING

(TYPICAL).

5. BLACK ASPHALT OR BLACK

PAVEMENT MARKING (TYPICAL).

6. SEE PLAN FOR CURB AND RAMP

CONFIGURATIONS.

7. DIRECTION OF VEHICLE TRAVEL.

8. SIDEWALK.

9. PROVIDE VERTICAL SIGNS IN

ACCORDANCE WITH HOST

NATION ROAD CODE.

KEYNOTES:

1. VEDI PIANO PER LA LUNGHEZZA

DELL'ATTRAVERSAMENTO

PEDONALE.

2. W C = MAGGIORE DI W1 E W 2 ,

MINIMO 3,5m. MASSIMO 1% DI

PENDENZA TRASVERSALE PER WC.

3. L 1 = L 2 , MINIMO 0,5m.

4. SEGNALETICA BIANCA SUL

PAVIMENTO (TIPICO).

5. SEGNALETICA NERA O ASFLATO

NERO (TIPICO).

6. VEDI PIANO PER LA

CONFIGURAZIONE DEL CORDOLO E

DELLA RAMPA.

7. DIREZIONE DI MARCIA DEI VEICOLI.

8. MARCIAPIEDE.

9. FORNIRE SEGNALETICA

VERTICALE IN CONFORMITÀ CON

LA NORMATIVA DEL CODICE

STRADALE LOCALE.

/ NOTE CHIAVE:

DNDN

0.5m (TYP)

L 1

(MIN)

120 WIDE WHITE STRIPE

(TYPICAL) /

STRISCE LARGHE 120

BIANCHE (TIPICO)

[ M6 ] - PEDESTRIAN CROSSING /

ATTRAVERSAMENTO PEDONALE

NO SCALE / NON IN SCALAC3C1

CP704

[ M8 ] - STANDARD PARKING AND MARKINGS /

PARCHEGGIO STANDARD E SEGNALAZIONI

NO SCALE / NON IN SCALAA3C1

CP704

DOUBLE PARKING /

PARCHEGGIO DOPPIO

SINGLE PARKING /

PARCHEGGIO SINGOLO

D-

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X X

APT 22100

APT 22200

TH BLK 22300

TH BLK 22500

DN DN

PC: 1+340.49

PT: 1+326.76

PT: 1+360.94

PRC: 1+301.66

N O

E N

O R

E 'A

TORINO COURTYARD ROAD /

STRADA DEL CORTILE TORINO

1+147.01

1+000

1+050

1+100

: 1

PC: 1+139.87

: 1

PC: 1+085.55PC

: 1

2 PT: 1+058.54

: 1

PT: 1+112.87

1+000

PI DATA

STA 1+039.92

N: 5045132.69 E: 701860.31

STA. 1+147.01

PI DATA (ROAD "A")

STA: 1+350.76

N: 5045161.0538 E: 701833.0482 Δ = 013°01'21.73" R = 90.000m T = 10.272m

PI DATA

STA: 1+092.93

N: 5045148.6874 E: 701900.3006 Δ = 091°03'23.40" R = 7.250m T = 7.385m

PI DATA

STA: 1+108.73

N: 5045162.7912 E: 701887.4991 Δ = 091°05'00.95" R = 7.250m T = 7.388m

PI DATA

STA: 1+054.41

N: 5045121.3587 E: 701869.0527 Δ = 089°00'29.99" R = 7.250m T = 7.126m

STA. 1+291.30

TRANSITION FROM PERIMETER

ROAD 'A' TO VIA THOMAS

EDISON / TRANSIZIONE DA

STRADA PERIMETRALE 'A' A

VIA THOMAS EDISON

PI DATA

STA: 1+000 (EDISON)

STA: 1+302.85 (ROAD "A")

N: 5045133.44 E: 701794.34

La st s av ed b y:

D A(

-0 5-

L as t P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

F R

N D

-0

L as t P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P1

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

- S

C P1

/ L

I U

- V

MATCHLINE - SEE SHEET CP105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP105 PER CONTINUARE

CP104

ILI

N /

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

VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.

B. SEE CP200-SERIES SHEETS FOR ROAD PROFILES. /

VEDERE LE TAVOLE CP200 PER I PROFILI DELLE STRADE.

C. ALL PLANS MUST BE IN ACCORDANCE WITH NUOVO CODICE DELLA STRADA.

STREET SIGNS AND ROAD MARKINGS MUST BE ITALIAN STANDARD. /

TUTTI I PIANI DEVONO ESSERE CONFORMI AL NUOVO CODICE DELLA STRADA. I

SEGNALI STRADALI E I MARCHI STRADALI DEVONO ESSERE STANDARD ITALIANI.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

D-

L C

/03

/20

U S

APT 21500

TH BLK 21400

ELECTRICAL

SUBSTATION

DNDN

1+206.321+000 1+200

PC: 1+589.14

: 1

PT: 1

.31

BP: 1+000

: 1

PC: 1+195.44

PT: 1+041.44

: 1

E 'A

PISA COURTYARD ROAD /

STRADA DEL CORTILE PISA

PERIMETER ROAD 'A' /

STRADA PERIMETRALE 'A'

BP: 1

: 1

PC: 1

.05

: 1

1+000

PI DATA

STA 1+695.34 (ROAD "A")

STA 1+065.75 (ROAD "B")

N: 5045249.58 E: 702047.65

PI DATA

STA 1+723.39

(ROAD "A")

N: 5045227.97 E: 702065.53

PI DATA (ROAD "A")

STA 1+728.01

N: 5045224.62 E: 702068.71

PI DATA

(ROAD "A")

STA 1+735.06

N: 5045219.20 E: 702073.22

PI DATA (ROAD "B")

STA 1+132.01

N: 5045268.62 E: 702109.88

PI DATA (CDC)

STA 1+023.13

N: 5045282.63 E: 702082.95

PI DATA (ROAD "A")

STA 1+000

N: 5045192.31 E: 702050.73

SCHOOL / SCUOLA

PERIMETER ROAD 'B' /STRADA PERIMETRALE 'B'

STA. 1+023.31

STA. 1+128.50

STA. 1+015.71

PI DATA

STA: 1+606.93

N: 5045336.1975 E: 702020.1196 Δ = 090°09'03.69" R = 17.750m T = 17.797m

PI DATA (ROAD "A")

STA: 1+638.13

N: 5045307.7623 E: 702046.6013 Δ = 044°27'24.97" R = 25.000m T = 10.217m

PI DATA

STA: 1+201.03

N: 5045255.4783 E: 701991.0639 Δ = 067°36'42.36" R = 8.350m T = 5.591m

PI DATA

STA: 1+038.15

N: 5045256.1428 E: 701990.4386 Δ = 089°41'16.16" R = 5.750m T = 5.719m

PI DATA (ROAD "B")

STA: 1+036.18

N: 5045221.9981 E: 702030.0527 Δ = 067°22'49.92" R = 20.000m T = 13.333m

PI DATA (CDC)

STA: 1+017.12

N: 5045278.0844 E: 702087.2044 Δ = 044°58'29.25" R = 5.000m T = 2.070m

PI DATA (ROAD "A")

STA: 1+666.49

N: 5045278.3756 E: 702045.8349

TRANSITION FROM GIOTTO TO

SCHOOL / TRANSIZIONE DA

GIOTTO A SCUOLA

TRANSITION TO VIA

GIOTTO / TRANSIZIONE

A VIA GIOTTO

STA. 1+725.87

TRANSITION TO ENTRANCE /

TRANSIZIONE A ENTRADA

TRANSITION TO VIA GIOTTO /

TRANSIZIONE A VIA GIOTTO

PERIMETER ROAD 'A' /

STRADA PERIMETRALE 'A'

TRANSITION TO PHASE 3 ROAD /

TRANSIZIONE ALLA FASE 3 STRADA

PI DATA (ROAD "B")

STA: 1+096.91

N: 5045260.5384 E: 702076.8200 Δ = 018°03'48.46" R = 54.400m T = 8.647m

PI DATA (ROAD "B")

STA: 1+121.45

N: 5045261.6227 E: 702101.4722 Δ = 037°13'57.25" R = 15.800m T = 5.322m

PI DATA (CDC)

STA 1+000

N: 5045260.97 E: 702086.64

La st s av ed b y:

D A(

-0 5-

L as t P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

F R

N D

-0

L as t P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P1

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

5m 10m0 25m 1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

PLAN

NORTH

CP106

MATCHLINE - SEE SHEET CP105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP105 PER CONTINUARE CP106

ILI

N /

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

VEDERE TAVOLA C-001 PER NOTE CIVILI E LEGENDA.

B. SEE CP200-SERIES SHEETS FOR ROAD PROFILES. /

VEDERE LE TAVOLE CP200 PER I PROFILI DELLE STRADE.

C. ALL PLANS MUST BE IN ACCORDANCE WITH NUOVO CODICE DELLA STRADA.

STREET SIGNS AND ROAD MARKINGS MUST BE ITALIAN STANDARD. /

TUTTI I PIANI DEVONO ESSERE CONFORMI AL NUOVO CODICE DELLA STRADA. I

SEGNALI STRADALI E I MARCHI STRADALI DEVONO ESSERE STANDARD ITALIANI.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

D-

L C

/03

/20

N / E

PERIMETER ROAD 'A' - PROFILE VIEW 1 /

STA 1+295 - STA 1+470; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

331+295 1+300 1+320 1+340 1+360 1+380 1+400 1+420 1+440 1+460 1+470

N / E

PERIMETER ROAD 'A' - PROFILE VIEW 2 /

STA 1+470 - STA 1+635; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

331+470 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+635

1+295

.93

1+300

.93

.87

.83

1+320

.86

.88

.91

.93

1+340

.93

.89

.82

.75

1+360

.67

.59

.52

.46

1+380

.44

.45

.47

.48

1+400

.50

.51

.53

.54

1+420

.56

.57

.59

.61

1+440

.62

.64

.65

.67

1+460

.69

.71

1+470

.71

1+470

.72

.74

1+480

.76

.78

.80

.81

1+500

.83

.85

.87

.89

1+520

.90

.92

.93

.95

1+540

.96

.97

.98

.99

1+560

.00

.02

.03

.04

1+580

.06

.10

.17

.24

1+600

.30

.31

.28

.24

1+620

.19

.13

.03

1+635

L 6.00 m

0.8

. 3

0.9

6.8

. 3

0.9 12G1 0.60%

G2 -1.50% K=2.857 e 0.016 m

L 15.00 m

8.4

. 3

0.9

3.4

. 3

0.8 53G1 0.50%

G2 -1.55% K=7.320 e 0.038 m

I S

. 1

.80

. 3 0.9

I S

. 1

.99

. 3 0.9

HI STA. 1+608.83

EL. = 31.315

I S

. 1

.46

. 3 0.9

I S

. 1

.04

. 3 1.2

I S

. 1

.81

. 3 1.3

I S

. 1

.29

. 3 1.1

0.60% -1.50% 0.50%

-1.55% 0.31%

0.36%

0.23%

1.57% -0.88% -0.95%

L 14.34 m

9.6

. 3

1.2

3.9

. 3

1.2 93G1 1.57%

G2 -0.88% K=5.837 e 0.044 m

L 8.51 m

6.0

. 3

1.1

4.5

. 3

1.0 49G1 -0.95%

G2 -2.25% K=6.540 e 0.014 m

STRADA PERIMETRALE 'A' - VISTA PROFILO 1

STRADA PERIMETRALE 'A' - VISTA PROFILO 2

I S

. 1

.00

. 3 0.9

I S

. 1

.00

. 3 0.6

HI STA. 1+302.51

EL. = 30.944

HI STA. 1+342.15

EL. = 30.941

G1 -1.50% G2 0.50% K=6.500 e 0.032 m

7.2

. 3

0.9

0.2

. 3

0.8

L 13.00 m G1 -1.55% G2 0.31% K=8.063 e 0.035 m

3.5

. 3

0.5

8.5

. 3

0.4

L 15.00 m

I S

. 1

.76

. 3 0.8

I S

. 1

. 3

0.4

G1 0.23% G2 1.57% K=10.177 e 0.023 m

1.2

. 3

1.0

4.9

. 3

1.1

L 13.67 m

I S

. 1

.09

. 3 1.0

LO STA. 1+317.01

EL. 30.832

LO STA. 1+386

EL. 30.446

3.67% 0.80% -0.88%

I S

. 1

.37

. 3 1.0

I S

. 1 +5

.12

. 3

1.1

I S

. 1

.62

. 3 1.2

I S

. 1 +5

.37

. 3

1.1

ILI

GRAPHIC SCALE / SCALA GRAFICA

5m 10m0 25m 1:250

1m0 2.5m

1:25(VERT)

(HORIZ) CP203

LEGEND / LEGGENDA

FINISHED GRADE / PIANO FINITO

EXISTING GRADE / PIANO ESISTENTE

La st s av ed b y:

D A(

-1 2-

L as t P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

F R

N D

-1

L as t P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P2

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

D-

L C

/03

/20

N / E

PERIMETER ROAD 'A'- PROFILE VIEW 3 /

STA 1+635 - STA 1+740; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

331+635 1+640 1+660 1+680 1+700 1+720 1+740

.03

1+635

.92

1+640

.83

.79

.80

.83

1+660

.86

.91

.99

.09

1+680

.28

.38

.48

.42

1+700

.34

.16

.06

.99

1+720

.00

1+740

I S

. 1

.01

. 3 1.0

I S

. 1

.59

. 3 1.1

I S

. 1

.29

. 3 1.3

N / E

PERIMETER ROAD 'B' - PROFILE VIEW /

STA 0+995 - STA 1+135; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+135

0.63%

-2.25% 0.61%2.00% -2.00%

1.95% -1.48% -2.00%2.00%

0+995

.81

1+000

.78

.75

.72

.71

1+020

.73

.78

.84

.90

1+040

.96

.05

.25

.36

1+060

.47

.42

.35

.16

1+080

.06

.01

.96

1+100

.00

.01

.02

1+120

.02

1+135

-0.60% -0.60%

-1.00% 1.19%

-2.00% 2.00% 2.00%

2.15% -1.48% -2.00%

1.00% 0.06%

N / E

TRANSITION FROM VIA GIOTTO TO CDC SCHOOL - PROFILE VIEW /

STA 0+995 - STA 1+040; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+020 1+040

0+995

.01

1+000

.04

.07

.13

.15

1+020 1+040

0.60% 1.14% 1.18% 0.03%

I S

. 1

.00

. 3 1.0

I S

. 1

.64

. 3 1.0

I S

. 1

.92

. 3 1.1

I S

. 1 +0

.12

. 3

1.1

I S

. 1

.13

. 3 1.1

STRADA PERIMETRALE 'A' - VISTA PROFILO 3

STRADA PERIMETRALE 'B' - VISTA PROFILO

TRANSIZIONE DA VIA GIOTTO A SCUOLA - VISTO PROFILO

TRANSITION TO VIA GIOTTO / TRANSIZIONE A VIA GIOTTO

ENTRANCE / ENTRADAPERIMETER ROAD 'A' / STRADA PERIMETRALE 'A'

TRANSITION TO PHASE 3 ROAD / TRANSIZIONE ALLA FASE 3 STRADA

I S

. 1

.00

. 3 0.8

I S

. 1

.23

. 3 0.7

I S

. 1

.85

. 3 0.9

I S

. 1

.70

. 3 1.0

I S

. 1

.00

. 3 1.0

I S

. 1

.75

. 3 1.4

I S

. 1

.70

. 3 1.3

I S

. 1

.60

. 3 1.0

I S

. 1

.39

. 3 1.0

G1 -2.25% G2 0.63% K=5.209 e 0.054 m

0.1

. 3

0.9

5.1

. 3

0.8

L 15.00 m G1 0.63% G2 2.00% K=7.303 e 0.017 m

5.3

. 3

0.8

5.3

. 3

0.9

L 10.00 m G1 -2.00% G2 0.61% K=3.022 e 0.026 m

5.5

. 3

1.0

3.4

. 3

0.9

L 7.87 m

I S

. 1

.64

. 3 0.7

I S

. 1

.39

. 3 0.8

I S

. 1

.46

. 3 0.9

LO STA. 1+651.86

EL. 30.791

LO STA. 1+721.57

EL. 30.990

G1 -0.60% G2 1.19% K=6.259 e 0.025 m

6.0

. 3

0.7

7.2

. 3

0.7

L 11.20 m G1 -1.00% G2 1.00% K=6.008 e 0.030 m

2.0

. 3

0.9

4.0

. 3

0.9

L 12.00 m

I S

. 1

.65

. 3 0.6

88 PV

I S

. 1

.02

. 3 0.9

LO STA. 1+019.81

EL. 30.710

LO STA. 1+098.01

EL. 30.961

MATCH EXISTING

FIELD VERIFY

GRAPHIC SCALE / SCALA GRAFICA

5m 10m0 25m 1:250

1m0 2.5m

1:25(VERT)

(HORIZ)

ILI

CP204

LEGEND / LEGGENDA

FINISHED GRADE / PIANO FINITO

EXISTING GRADE / PIANO ESISTENTE

La st s av ed b y:

-1

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P2

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

D-

L C

/03

/20

N / E

PISA COURTYARD ROAD - PROFILE VIEW 1 /

STA 0+995 - STA 1+150; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

N / E

PISA COURTYARD ROAD - PROFILE VIEW 2 /

STA 1+150 - STA 1+210; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

331+150 1+160 1+180 1+200 1+210

0+995

.92

1+000

.01

.00

.95

.88

1+020

.79

.80

.83

.85

1+040

.84

.81

.83

1+060

.83

.80

.82

.85

1+080

.88

.85

.82

1+100

.81

.84

.87

.86

1+120

.83

.80

.82

.85

1+140

.87

.85

1+150

.85

1+150

.82

.79

1+160

.78

.81

.78

1+180

.79

.84

.88

.86

1+200

.82

1+210

I S

. 1

.00

. 3 0.9

I S

. 1

.75

. 3 1.0

I S

. 1

.44

. 3 0.8

I S

. 1

.91

. 3 1.0

I S

. 1

.91

. 3 0.9

L 6.00 m

8.4

. 3

0.8

4.4

. 3

0.8 52G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

L 6.00 m

9.2

. 3

0.8

5.2

. 3

0.8 34G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

L 6.00 m

5.1

. 3

0.8

1.1

. 3

0.8 82G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

L 6.00 m

3.8

. 3

0.8

9.8

. 3

0.8 67G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

L 6.00 m

2.2

. 3

0.8

8.2

. 3

0.8 64G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

I S

. 1

.44

. 3 0.8

I S

. 1

.24

. 3 0.8

I S

. 1

.12

. 3 0.9

I S

. 1

.87

. 3 0.8

I S

. 1

.23

. 3 0.8

I S

. 1

.12

. 3 0.8

L 6.00 m

0.1

. 3

0.8

6.1

. 3

0.8 11G1 0.60%

G2 -0.60% K=5.000 e 0.009 m

L 6.00 m

2.4

. 3

0.8

8.4

. 3

0.8 75G1 1.00%

G2 -0.76% K=3.401 e 0.013 m

I S

. 1

.11

. 3 0.8

I S

. 1

.44

. 3 0.8

N / E

TRANSITION FROM PERIMETER ROAD 'A' TO VIA THOMAS EDISON - PROFILE VIEW /

STA 0+995 - STA 1+035; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+020 1+035

2.00% 0.60% -0.60% 0.60% -0.60% 0.60% -0.60% 0.60% -0.60% 0.60%-1.87%

0.60% 0.60% -1.00%

-0.60% 0.60% -0.60% 1.00% -0.76%

HI STA. 1+041.44

EL. = 30.861

HI STA. 1+062.24

EL. = 30.843

HI STA. 1+088.12

EL. = 30.891

HI STA. 1+116.87

EL. = 30.876

HI STA. 1+145.23

EL. = 30.873

N / E

PISA COURTYARD ROAD CONNECTION - PROFILE VIEW /

STA 0+995 - STA 1+015; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+015

0+995

.83

1+000

.82

.78

1+015

-2.00% 0.60% -1.26% 2.00%

I S

. 1 +0

.00

. 3

0.8

I S

. 1

.75

. 3 0.8

I S

. 1

.30

. 3 0.8

I S

. 1

.85

. 3 0.7

I S

. 1 +0

.70

. 3

0.8

0+995

.94

1+000

.91

.01

.07

.10

1+020

1+035

-2.00% 2.00% 0.65%

I S

. 1

.00

. 3 0.9

I S

. 1

.26

. 3 0.8

I S

. 1

.01

. 3 1.0

I S

. 1

.04

. 3 1.1

VIA DEL CORTILE DI PISA - VISTA PROFILO 1

VIA DEL CORTILE DI PISA - VISTA PROFILO 2 COLLEGAMENTO STRADALE CORTILE DI PISA - VISTA PROFILO TRANSIZIONE DA STRADA PERIMETRALE 'A' A VIA THOMAS EDISON - VISTA PROFILO

STA. 1+002.53

EL. 30.892

EXIST LEFT EP

STA. 1+023.03

EL. 31.14 (VERIFY)

HI STA. 1+173.11

EL. = 30.820

HI STA. 1+195.84

EL. = 30.885

5.00% -6.00% -1.00%

I S

. 1

.91

. 3 1.0

I S

. 1 +0

.41

. 3

1.1

I S

. 1

.91

. 3 0.9

I S

. 1

.91

. 3 1.1

G1 -1.87% G2 0.60% K=2.432 e 0.019 m

2.6

. 3

0.8

8.6

. 3

0.7

L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m

0.3

. 3

0.8

6.3

. 3

0.8

L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m

8.1

. 3

0.8

4.1

. 3

0.8

L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m

0.7

. 3

0.8

6.7

. 3

0.8

L 6.00 m

G1 -0.60% G2 0.60% K=5.000 e 0.009 m

8.3

. 3

0.8

4.3

. 3

0.8

L 6.00 m

I S

. 1

.67

. 3 0.7

I S

. 1

.32

. 3 0.7

I S

. 1

.15

. 3 0.7

I S

. 1

.74

. 3 0.8

I S

. 1

.35

. 3 0.7

G1 -0.60% G2 0.60% K=5.000 e 0.009 m

0.5

. 3

0.7

6.5

. 3

0.7

L 6.00 m G1 -0.60% G2 1.00% K=3.750 e 0.012 m

9.7

. 3

0.7

5.7

. 3

0.8

L 6.00 m

I S

. 1

.54

. 3 0.7

I S

. 1

.79

. 3 0.7

LO STA. 1+027.21

EL. 30.789

LO STA. 1+053.32

EL. 30.807

LO STA. 1+071.15

EL. 30.807

LO STA. 1+103.74

EL. 30.815

LO STA. 1+131.35

EL. 30.807

LO STA. 1+163.54

EL. 30.781

LO STA. 1+182.04

EL. 30.782

GRAPHIC SCALE / SCALA GRAFICA

5m 10m0 25m 1:250

1m0 2.5m

1:25(VERT)

(HORIZ)

ILI

CP205

LEGEND / LEGGENDA

FINISHED GRADE / PIANO FINITO

EXISTING GRADE / PIANO ESISTENTE

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P2

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

D-

L C

/03

/20

G1 -1.00% G2 0.60% K=3.750 e 0.012 m

5.6

. 3

0.8

1.6

. 3

0.8

L 6.00 m G1 -0.63% G2 0.50% K=5.318 e 0.008 m

9.6

. 3

0.8

5.6

. 3

0.8

L 6.00 m G1 -0.63% G2 0.72% K=4.461 e 0.010 m

9.8

. 3

0.8

5.8

. 3

0.8

L 6.00 m G1 -0.60% G2 0.75% K=4.448 e 0.010 m

6.8

. 3

0.8

2.8

. 3

0.8

L 6.00 m

N / E

TORINO COURTYARD ROAD - PROFILE VIEW /

STA 0+995 - STA 1+150; SCALE / SCALA: 1:250 (HORIZ), 1:25 (VERT)

330+995 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+150

0+995

.95

1+000

.88

.83

.80

.92

1+020

.80

.91

.04

.20

1+040

.20

.17

.13

.02

1+060

.00

1+080

.00

.99

1+100

.00

.04

1+120

.10

.19

.20

1+140

.20

1+150

STRADA DEL CORTILE DI TORINO - VISTO PROFILO

5.0% -5.2% -1.0%

I S

. 1

.25

. 3 0.9

I S

. 1 +0

.75

. 3

1.1

I S

. 1

.75

. 3 0.9

I S

. 1

.25

. 3 1.0

HI STA. 1+023.41

EL. = 30.999 HI STA. 1+048.13

EL. = 30.906

HI STA. 1+070.59

EL. = 30.882

HI STA. 1+097.12

EL. = 30.882

HI STA. 1+126.62

EL. = 30.881

2.00% 0.60% -1.00% 0.60% -0.63% 0.50% -0.63% 0.72% -0.60% 0.75% -0.90% -0.94%

-0.90%0.60% -1.00% 0.85%

I S

. 1

.00

. 3 0.8

I S

. 1

.78

. 3 0.9

I S

. 1

.25

. 3 0.9

I S

. 1

.25

. 3 0.9

I S

. 1

.34

. 3 0.9

I S

. 1

.28

. 3 0.8

I S

. 1 +0

.93

. 3

0.8

I S

. 1

.91

. 3 0.8

L 6.00 m

0.5

. 3

0.9

6.5

. 3

0.9 85G1 0.85%

G2 -0.90% K=3.432 e 0.013 m

L 6.00 m

5.8

. 3

0.8

1.8

. 3

0.8 87G1 0.60%

G2 -1.00% K=3.750 e 0.012 m

L 6.00 m

7.6

. 3

0.8

3.6

. 3

0.8 73G1 0.60%

G2 -0.63% K=4.885 e 0.009 m

L 6.00 m

4.4

. 3

0.8

0.4

. 3

0.8 72G1 0.50%

G2 -0.63% K=5.311 e 0.008 m

L 6.00 m

3.3

. 3

0.8

9.3

. 3

0.8 73G1 0.72%

G2 -0.60% K=4.552 e 0.010 m

I S

. 1

.50

. 3 1.0

I S

. 1

.88

. 3 0.9

I S

. 1

.66

. 3 0.8

I S

. 1

.47

. 3 0.8

I S

. 1

.37

. 3 0.8

LO STA. 1+059.39

EL. 30.831

LO STA. 1+082.96

EL. 30.825

LO STA. 1+112.62

EL. 30.804

LO STA. 1+139.49

EL. 30.820

I S

. 1

.64

. 3 0.8

I S

. 1

.62

. 3 0.8

I S

. 1

.81

. 3 0.7

I S

. 1

.81

. 3 0.8

GRAPHIC SCALE / SCALA GRAFICA

5m 10m0 25m 1:250

1m0 2.5m

1:25(VERT)

(HORIZ)

ILI

CP206

LEGEND / LEGGENDA

FINISHED GRADE / PIANO FINITO

EXISTING GRADE / PIANO ESISTENTE

La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

:\D C

\B D

\C \1

-C

-0 6.

D W

G La st s av ed b y:

P lo tte d:

-0

Fi le na m e:

L :\D

C S\

D L\

\2 0-

-C P2

-0

W G

N A

V A

S E

N G

E R

C O

M M

A N

DRAWFORM REVISION: 20 AUGUST 2020

AS NOTED

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

D-

L C

/03

/20

1 1 1 1

USL

U S

L U S

USL USL

USL

S L

E L E

S U

B S

T A

O F

OFH 2

D N

M D

P -2

5m 10m

25m

1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS /

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

XXXXX

XXXXXX

XXXXXXXX

XXX

XXXXXXXX

XXX

XXXX

X X X

X X

ADN

G E

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XXXXXXXX

XXXXXXXXX

XXXXXXXX

XXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X

X X X X X X X X X X X X X

ELECTRICAL

SUBSTATION

E L E

C T

R I C

A L

S U

B S

T A

T I O

GRAPHIC SCALE

SCALA GRAFICA

NORTH

NORD

KEY PLAN / PIANO STRATEGICO

NO SCALE

DRAWFORM REVISION: 25 AUGUST 2020

AECOM | BAKER

NAVFAC Atlantic A-E Design JV Team

AS NOTED

N A

V A

S E

N G

E R

C O

M M

A N

CCA/MPO

R. STEPHENS, PE

DPS

JMW

07 DECEMBER 2022

APPROVED BY MICHELE MILLER,

AFH-C PROGRAM MANAGER,

USAG ITALY VIA EMAIL

M E

N D

I N

A L

M E

N T

S W

H H

PLAN

NORTH

MATCHLINE - SEE SHEET CP702 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP702 PER CONTINUARE CP701

S I G

N A

G E

E M

E N

A R

K I N

L A

P L

A N

I M

E T

R I

N A

L E

T I C

C A

T U

A V

I M

E N

T A

Z I O

N E

JMB JEH SMS

CP701

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

VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDE

B. SEE CP701 SHEET FOR LEGEND. /

VEDERE TAVOLA CP701 PER LEGENDA

C. SIGNAGE AND PAVEMENT MARKING PLAN MUST BE IN

ACCORDANCE WITH NUOVO CODICE DELLA STRADA. STREET

SIGNS AND ROAD MARKINGS MUST BE ITALIAN STANDARD. /

PLANIMETRIA SEGNALETICA E MARCATURA SU PAVIMENTAZIONE

DEVONO ESSERE CONFORMI AL NUOVO CODICE DELLA STRADA.

I SEGNALI STRADALI E I MARCHI STRADALI DEVONO ESSERE

STANDARD ITALIANI.

GENERAL NOTES THIS SHEET: /

NOTE GENERALI DI QUESTO FOGLIO:

MARKING KEYNOTES: /

NOTE CHIAVI DELLA MARCATURA:

M1 LEFT TURN ONLY ARROW; C1,

CP001 / FRECCIA DI SOLA SVOLTA

A SINISTRA; C1, CP001.

M2 ZEBRA STRIPES (WHITE); A1,

CP001 / STRISCE ZEBRATURE

(BIANCA); A1, CP001.

M3-C DISCONTINUOUS LONGITUDINAL

STRIPES, TYPE "C" (WHITE); C3,

CP001 / STRISCE LONGITUDINALI

DISCONTINUA, TIPO "C" (BIANCA);

C3, CP001.

M3-F DISCONTINUOUS LONGITUDINAL

STRIPES, TYPE "F" (WHITE); C3,

CP001 / STRISCE LONGITUDINALI

DISCONTINUA, TIPO "F" (BIANCA);

C3, CP001.

M4 TRANSVERSE STRIP AT YIELD

(WHITE); B3, CP001 / STRISCIA

TRASVERALE DI DARE

PRECEDENZA (BIANCA); B3,

CP001.

M5 CONTINUOUS LONGITUDINAL

STRIPES (WHITE); C3, CP001 /

STRISCE LONGTUDINALI

CONTINUA (BIANCO); C3, CP001.

M6 PEDESTRIAN CROSSING; C3,

CP002 /

PASSAGGIO PEDONALE; C3,

CP002.

M6-R RAISED PEDESTRIAN CROSSING;

A1, CP002 / PASSAGGIO

PEDONALE RIALZATO; A1, CP002.

M7 TRANSVERSE STRIP AT STOP

(WHITE); A3, CP001 / STRISCIA

TRASVERSALE DI ARRESTO

(BIANCO); A3, CP001.

M8 PARKING STALL; A3, CP002 /

STALLO DI PARCHEGGIO; A3,

CP002

M8-A ACCESSIBLE PARKING STALL; A4,

CP002 / STALLO DI PARCHEGGIO

ACCESSIBILE; A4, CP002.

M9 STRAIGHT ARROW; C1, CP001 /

FRECCIA DRITTO; C1, CP001.

M10 STRAIGHT-LEFT TURN ARROW;

C1, CP001 / FRECCIA

DRITTO-SVOLTA A; C1, CP001.

S1 ONE WAY / SENSO UNICO

S2 STOP / STOP

S3 WRONG WAY / SENSO VIETATO

S4 DIRECTION / PASSAGGIO

OBBLIGATORIO A DESTA

S5 YIELD TO PEDESTRIANS /

PRECEDENZA AI PEDONI

S6 SPEED LIMIT / LIMITE DI VELOCITA'

S7 ROUNDABOUT / ROTAORIA

S8 LEFT TURN ONLY / DIREZIONE

OBBLIGATORIA A SINISTRA

S9 YIELD / DARE PRECEDENZA

S10aPEDESTRIAN AREA / AREA

PEDONALE

S10bEND OF PEDESTRIAN AREA / FINE

AREA PDEONALE

S11aLIMITED TRAFFIC ZONE / ZONA

TRAFFICO LIMITATO

S11bEND OF LIMITED TRAFFIC ZONE /

FINE ZONA A TRAFFICO LIMITATO

S12 ACCESSIBLE PARKING /

PARCHEGGIO INVALIDI

S13 BUS STOP / FERMATA AUTOBUS

SIGNAGE KEYNOTES: /

NOTE CHIAVE DELLA SEGNALETICA:

X TV

B L D

BLDG

#20125

L D

D N

M D

P -1

PLAN

NORTH

5m 10m

25m

1:250

UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS /

SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI

XXXXX

XXXXXX

XXXXXXXX

XXX

XXXXXXXX

XXX

XXXX

X X X

X X

ADN

G E

XXXXX

XXXXXXXXX

XXXXXXXX

XXXXXXXXX

XXXXXXXX

XXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X

X X X X X X X X X X…

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File details come from the government source that posted it. Updated May 23, 2023.