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PI DATA
STA: 0+010.30
N:5045407.5328
E:701727.8716
Δ=18°26'55.08"
PI DATA
STA: 0+058.76
N: 5045430.331
E: 701714.337
PI DATA
STA: 0+049.61
N:5045425.6700
E:701701.2769
Δ=86°46'29.23"
R=12.550
T=11.863
R=52.500
T=8.526
R=12.550
T=11.863
PI DATA
STA: 0+030.57
N:5045402.8735
E:701707.9936
Δ=86°46'29.23"
PI DATA
STA: 0+000.00
N: 5045406.589
E: 701738.126
LW
LW
LW
LW
5m 10m
25m
1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS /
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
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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
-9
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CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
PLAN
NORTH
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 E I MARCHI STRADALI DEVONO
ESSERE STANDARD ITALIANI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
MATCHLINE - SEE SHEET CP102 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP102 PER CONTINUARE CP101
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PI DATA
STA: 0+087.19
N: 5045321.331
E: 701676.222
PI DATA
STA: 0+003.79
N:5045319.1584
E:701673.1167
Δ=63°42'14.98"
PI DATA
STA: 0+099.94
N:5045349.0950
E:701671.7372
Δ=20°47'27.24"
PI DATA
STA: 0+078.18
N:5045370.2842
E:701653.6594
Δ=92°40'02.01"
PI DATA
STA: 0+054.76
N:5045350.5121
E:701632.5576
Δ=90°07'28.84"
PI DATA
STA: 0+029.02
N:5045331.6631
E:701650.2960
Δ=18°01'03.95"
R=12.750
T=13.358
R=12.750
T=12.778
R=51.750
T=9.494
R=51.750
T=8.205
R=6.099
T=3.789
PI DATA
STA: 0+077.50
N:5045313.9236
E:701682.5100
Δ=8°21'13.48"
R=100.000
T=7.303
PI DATA
STA: 0+126.50
N:5045323.5041
E:701679.3269
Δ=63°42'14.98"
R=31.750
T=3.055
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LW
LW
LW
LW
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
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B
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D
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B
L
D
G
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 25 AUGUST 2020
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
AS NOTED
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
MATCHLINE - SEE SHEET CP101 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP101 PER CONTINUARE
M A
T C
H L I N
E
S
E
E
F
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U A
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CP102
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 E I MARCHI STRADALI DEVONO
ESSERE STANDARD ITALIANI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
R O
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PI DATA
STA: 0+028.06
N:5045271.9722
E:701708.6970
Δ=11°05'19.81"
R=32.000
T=3.106
PI DATA
STA: 0+000.00
N: 5045251.470
E: 701727.857
LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
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
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X
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X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
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X
X
X
X
X
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X
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X X
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X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X X
X
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X X
X X
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X X
X
X X
X X
X X
X X X
X X X
X X X
X X X
X
X
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X X X X X X X X X X X X X
X
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X
X
X
X
X
X
X
X
B
L
D
G
B
L
D
G
B
L
D
G
B
L
D
G
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 25 AUGUST 2020
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
AS NOTED
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
L I N
U
N I O
E D
E R
E
T
A V
O
P
N
T I N
U A
R E
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
N
L I N
U
N I O
E D
E R
E
T
A V
O
P
N
T I N
U A
R E
CP103
R O
Y
O U
T
P
L A
N
P L A
N I M
E T
R
A
B I L I T
A
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 E I MARCHI STRADALI DEVONO
ESSERE STANDARD ITALIANI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
CP103
X
X
X X
X X
X
LW
LW
LW
LW
LW
LW
DN
APT 22100
APT 22200
TH BLK 22300
TH BLK 22500
DN DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
DN
PC: 1+340.49
PT: 1+326.76
PT: 1+360.94
PRC: 1+301.66
N O
R
TH
P
ER
IM
ET
ER
R
O
AD
ST
R
AD
A
PE
R
IM
ET
R
AL
E N
O R
D
PE
R
IM
ET
ER
R
O
AD
'A
ST
R
AD
A
PE
R
IM
ET
R
AL
E 'A
TORINO COURTYARD ROAD /
STRADA DEL CORTILE TORINO
1+147.01
1+000
1+050
1+100
PC
: 1
+0
.9
PC: 1+139.87
PC
: 1
+0
.2
PC: 1+085.55PC
: 1
+1
.3
PT
: 1
+0
.0
2 PT: 1+058.54
PT
: 1
+0
.0
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+300
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:
G
EA
R
H
AR
TD
(2
2-
2)
La st
P lo tte d:
2-
-1
Fi le na m e:
L
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Fi le na m e:
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6.
D
W G
N A
V A
L
FA
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S E
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IN
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E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
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
MA
TC
HL
IN
E
- S
EE
S
HE
ET
C P1
F
OR
C
ON
TI
NU
AT
IO
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- V
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ON
TI
NU
AR
E
MATCHLINE - SEE SHEET CP105 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP105 PER CONTINUARE
CP104
CP104
PL
AN
IM
ET
RI
A
VI
AB
ILI
TA
RO
AD
LA
YO
UT
P
LA
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:
DN
DN
X X
X X
X X
X
LW
LW
LW
LW
VI
A
CE
SA
RE
A
UG
US
TO
APT 22400
APT 21200
TH BLK 22500
TH BLK 21000
TH BLK 21300
TH BLK 21000
DN
DN
DNDN
DN
TH BLK 21400
DN
1+
1+
1+
PC: 1+106.08
PC
: 1
+1
.9
PC: 1+160.85
PT
: 1
+1
.8
1 PT: 1+127.65
PT: 1+163.43
PE
R
IM
ET
ER
R
O
AD
'A
ST
R
AD
A
PE
R
IM
ET
R
AL
E 'A
BP: 1+000
EP: 1+012.70
PI DATA
STA 1+169.67
N: 5045226.91 E: 701978.13
PI DATA
STA 1+064.77
N: 5045236.13 E: 701969.38
PI DATA
STA: 1+112.25
N: 5045203.3933 E: 701934.9917 Δ = 089°16'12.33" R = 6.250m T = 6.171m
PI DATA
STA: 1+124.08
N: 5045192.8062 E: 701944.8099 Δ = 089°11'07.25" R = 6.250m T = 6.162m
PI DATA
STA: 1+162.16
N: 5045220.0364 E: 701975.0231 Δ = 023°37'16.98" R = 6.250m T = 1.307m
ROAD CONNECTION /
COLLEGAMENTO STRADALE
La st s av ed b y:
G
EA
R
H
AR
TD
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
S\
PR
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C
TS
\B D
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\9
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AD
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D W
G La st s av ed b y:
G
EA
R H
AR
TD
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
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PR
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C
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\B
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6.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
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 CP106 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP106 PER CONTINUARE
CP105
MATCHLINE - SEE SHEET CP104 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP104 PER CONTINUARE CP105
PL
AN
IM
ET
RI
A
VI
AB
ILI
TA
RO
AD
LA
YO
UT
P
LA
N /
LY
B
U S
LW
LW
LW
LW
LW
LW
LW
LW
APT 21500
TH BLK 21400
ELECTRICAL
SUBSTATION
DNDN
DN
DN
DN
DN
VI
A
CE
SA
RE
A
UG
US
TO
VI
A
GI
OT
TO
1+206.321+000 1+200
PC: 1+589.14
PC
: 1
+6
.9
PT
: 1
+6
.0
PT: 1
+6
.31
BP: 1+000
EP
: 1
+2
.3
PC
: 1
+0
.4
PC: 1+195.44
PT: 1+041.44
PT
: 1
+2
.2
PE
R
IM
ET
ER
R
O
AD
'A
ST
R
AD
A
PE
R
IM
ET
R
AL
E 'A
PISA COURTYARD ROAD /
STRADA DEL CORTILE PISA
PERIMETER ROAD 'A' /
STRADA PERIMETRALE 'A'
1+027.80
1+000 (CDC)
BP: 1+000 (CDC)
EP
: 1
+0
.8
PC: 1
+0
.72
PC: 1+001.87
PT
: 1
+0
.6
PT: 1
+0
.95
1+
2.
1+000
1+
1+
(G
IO
TT
O)
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+132.87
N: 5045268.25 E: 702110.17
PI DATA (CDC)
STA 1+027.80
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+128.43
STA. 1+020.38
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 (ROAD "B")
STA: 1+091.26
N: 5045258.5525 E: 702071.5315 Δ = 009°40'30.03" R = 25.000m T = 2.116m
PI DATA (CDC)
STA: 1+006.66
N: 5045261.4671 E: 702086.6572 Δ = 077°12'25.46" R = 6.000m T = 4.790m
PI DATA
STA: 1+006.66 (CDC)
STA: 1+106.66 (ROAD "B")
N: 5045261.4671 E: 702086.6572 Δ = 018°04'04.46" R = 30.129m T = 4.790m
PI DATA (CDC)
STA: 1+021.79
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
La st s av ed b y:
G
EA
R
H
AR
TD
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
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(2
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P lo tte d:
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-1
Fi le na m e:
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V A
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IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
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
PL
AN
IM
ET
RI
A
VI
AB
ILI
TA
RO
AD
LA
YO
UT
P
LA
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:
E V
A T
I O
N
E
L E
V A
Z I O
N E
E L
E V
A T
I O
N
E
L E
V A
Z I O
N E
-0+005 0+000 0+020 0+040 0+060 0+080 0+090
0+000 0+020 0+040 0+060 0+080 0+090
.1
.3
G R
A D
E
B
R E
K
E L
G R
A D
E
B
R E
E L
LOW PT STA: 0+24.18
LOW PT ELEV: 31.18
PVI STA:0+022.52
PVI ELEV:31.12
K:7.16
LVC:20.00
B V
C S
B V
C E
E V
C S
E V
C E
HIGH PT STA: 0+52.03
HIGH PT ELEV: 31.35
PVI STA:0+053.11
PVI ELEV:31.47
K:16.24
LVC:40.00
B V
C S
B V
C E
E V
C S
E V
C E
LO STA. 0+024.184
EL. 31.184
E L
E V
A T
I O
N
E
L E
V A
Z I O
N E
E L
E V
A T
I O
N
E
L E
V A
Z I O
N E
-0+005 0+000 0+020 0+040 0+060 0+065
0+000 0+020 0+040 0+060 0+065
G R
A D
E
B
R E
E L
G R
A D
E
B
R E
E L
HIGH PT STA: 0+44.27
HIGH PT ELEV: 31.85
PVI STA:0+044.03
PVI ELEV:31.96
K:7.39
LVC:25.00
B V
C S
B V
C E
E V
C S
E V
C E
E L
E V
A T
I O
N
E
L E
V A
Z I O
N E
E L
E V
A T
I O
N
E
L E
V A
Z I O
N E
-0+005 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140
0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140
.5
.5
.5
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L
LOW PT STA: 0+29.52
LOW PT ELEV: 30.66
PVI STA:0+029.53
PVI ELEV:30.58
K:6.62
LVC:20.00
B V
C S
B V
C E
E V
C S
E V
C E
LOW PT STA: 0+99.28
LOW PT ELEV: 30.62
PVI STA:0+099.55
PVI ELEV:30.54
K:6.34
LVC:20.00
B V
C S
B V
C E
E V
C S
E V
C E
HIGH PT STA: 0+63.44
HIGH PT ELEV: 31.02
PVI STA:0+063.51
PVI ELEV:31.10
K:6.56
LVC:20.00
B V
C S
B V
C E
E V
C S
E V
C E
LO STA. 0+029.518
EL. 30.660
LO STA. 0+099.281
EL. 30.624
5m 10m
25m
1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS /
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
DRAWFORM REVISION: 25 AUGUST 2020
AECOM | BAKER
NAVFAC Atlantic A-E Design JV Team
GRAPHIC SCALES / SCALE GRAFICA
1m0 2.5m
1:25
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
AS NOTED
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
CP201
R O
O
F I L
R
O F
I L I
S
T R
A D
A L I
SCALE: V = 1:25
H = 1:250
MAIN ROAD PROFILE STA. 0+000 TO 0+087.19
CP102 - CP103 SCALE: V = 1:25
H = 1:250
NORTH LOOP PROFILE STA. 0+000 TO 0+058.78
CP101
SCALE: V = 1:25
H = 1:250
MAIN LOOP PROFILE STA. 0+000 TO 0+129.50
CP102
JMB JPW SMS
FINISHED GRADE / PIANO FINITO
LEGEND / LEGGENDA
EXISTING GRADE / PIANO ESISTENTE
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.9
1+295
.9
.93
1+300
.9
.93
.0
.87
.2
.83
.0
.83
1+320
.0
.86
.9
.88
.9
.91
.9
.93
1+340
.9
.93
.8
.89
.8
.82
.8
.75
1+360
.7
.67
.6
.59
.5
.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
.1
.24
1+600
.1
.30
.1
.31
.1
.28
.1
.24
1+620
.1
.19
.1
.13
.0
.03
1+635
L 6.00 m
PV
C
ST
A.
1+
0.8
EL
. 3
0.9
PV
T
ST
A.
1+
6.8
EL
. 3
0.9 12G1 0.60%
G2 -1.50% K=2.857 e 0.016 m
L 15.00 m
PV
C
ST
A.
1+
8.4
EL
. 3
0.9
PV
T
ST
A.
1+
3.4
EL
. 3
0.8 53G1 0.50%
G2 -1.55% K=7.320 e 0.038 m
G1 -1.50% G2 0.50% K=6.500 e 0.032 m
PV
C
ST
A.
1+
7.2
EL
. 3
0.9
PV
T
ST
A.
1+
0.2
EL
. 3
0.8
L 13.00 m G1 -1.55% G2 0.31% K=8.063 e 0.035 m
PV
C
ST
A.
1+
3.5
EL
. 3
0.5
PV
T
ST
A.
1+
8.5
EL
. 3
0.4
L 15.00 m
PV
I S
TA
. 1
+3
.80
EL
. 3 0.9
PV
I S
TA
. 1
+3
.99
EL
. 3 0.9
PV
I S
TA
. 1
+3
.76
EL
. 3 0.8
PV
I S
TA
. 1
+3
EL
. 3
0.4
HI STA. 1+608.83
EL. = 31.315
PV
I S
TA
. 1
+5
.46
EL
. 3 0.9
PV
I S
TA
. 1
+6
.04
EL
. 3 1.2
G1 0.23% G2 1.57% K=10.177 e 0.023 m
PV
C
ST
A.
1+
1.2
EL
. 3
1.0
PV
T
ST
A.
1+
4.9
EL
. 3
1.1
L 13.67 m
PV
I S
TA
. 1
+6
.81
EL
. 3 1.3
PV
I S
TA
. 1
+6
.29
EL
. 3 1.1
PV
I S
TA
. 1
+5
.09
EL
. 3 1.0
LO STA. 1+317.01
EL. 30.832
LO STA. 1+386
EL. 30.446
0.60% -1.50% 0.50%
-1.55% 0.31%
0.36%
0.23%
1.57% -0.88% -0.95%
L 14.34 m
PV
C
ST
A.
1+
9.6
EL
. 3
1.2
PV
T
ST
A.
1+
3.9
EL
. 3
1.2 93G1 1.57%
G2 -0.88% K=5.837 e 0.044 m
L 8.51 m
PV
C
ST
A.
1+
6.0
EL
. 3
1.1
PV
T
ST
A.
1+
4.5
EL
. 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
PV
I S
TA
. 1
+3
.00
EL
. 3 0.9
PV
I S
TA
. 1
+4
.00
EL
. 3 0.6
HI STA. 1+302.51
EL. = 30.944
HI STA. 1+342.15
EL. = 30.941
PR
OF
ILI
S
TR
AD
AL
I
GRAPHIC SCALE / SCALA GRAFICA
5m 10m0 25m 1:250
1m0 2.5m
1:25(VERT)
(HORIZ) CP203
RO
AD
P
RO
FI
LE
S
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
G
U M
PT
(2
2-
9)
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
P2
-0 6.
D W
G La st s av ed b y:
G U
M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C P2
-0
6.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.0
.03
1+635
.0
.92
1+640
.0
.83
.1
.79
.1
.80
.2
.83
1+660
.3
.86
.2
.91
.4
.99
.4
.09
1+680
.5
.28
.38
.48
.6
.42
1+700
.6
.34
.2
.16
.9
.06
.9
.99
1+720
.9
.00
.0
.1
1+740
PV
I S
TA
. 1
+7
.01
EL
. 3 1.0
PV
I S
TA
. 1
+6
.59
EL
. 3 1.1
PV
I S
TA
. 1
+7
.29
EL
. 3 1.3
G1 -2.25% G2 0.63% K=5.209 e 0.054 m
PV
C
ST
A.
1+
0.1
EL
. 3
0.9
PV
T
ST
A.
1+
5.1
EL
. 3
0.8
L 15.00 m G1 0.63% G2 2.00% K=7.303 e 0.017 m
PV
C
ST
A.
1+
5.3
EL
. 3
0.8
PV
T
ST
A.
1+
5.3
EL
. 3
0.9
L 10.00 m G1 -2.00% G2 0.61% K=3.022 e 0.026 m
PV
C
ST
A.
1+
5.5
EL
. 3
1.0
PV
T
ST
A.
1+
3.4
EL
. 3
0.9
L 7.87 m
PV
I S
TA
. 1
+6
.64
EL
. 3 0.7
PV
I S
TA
. 1
+6
.39
EL
. 3 0.8
PV
I S
TA
. 1
+7
.46
EL
. 3 0.9
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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%
LO STA. 1+651.86
EL. 30.791
LO STA. 1+721.57
EL. 30.990
0+995
.2
.81
1+000
.2
.78
.1
.75
.9
.72
.9
.71
1+020
.8
.73
.1
.78
.6
.84
.90
1+040
.96
.6
.05
.6
.25
.6
.36
1+060
.47
.42
.35
.6
.16
1+080
.06
.6
.98
.5
.93
.2
.92
1+100
.9
.95
.0
.98
.0
.00
.0
.02
1+120 1+135
0.60%
-0.60% -0.60%
0.30%
1.19%
-2.00% 2.00% 2.00%
2.15% -1.48% -2.00%
L 5.50 m
PV
C
ST
A.
1+
0.2
EL
. 3
0.9
PV
T
ST
A.
1+
5.7
EL
. 3
1.0 11G1 0.60%
G2 0.30% K=18.569 e 0.002 m
G1 -0.60% G2 1.19% K=6.259 e 0.025 m
PV
C
ST
A.
1+
6.0
EL
. 3
0.7
PV
T
ST
A.
1+
7.2
EL
. 3
0.7
L 11.20 m G1 -2.00% G2 0.60% K=6.163 e 0.052 m
PV
C
ST
A.
1+
5.9
EL
. 3
1.0
PV
T
ST
A.
1+
1.9
EL
. 3
0.9
L 16.00 m
PV
I S
TA
. 1
+1
.96
EL
. 3 1.0
PV
I S
TA
. 1
+0
.65
EL
. 3 0.6
PV
I S
TA
. 1
+0
.95
EL
. 3 0.8
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.2
1+000
.0
.99
.0
.01
.0
.02
.02
1+020 1+040
1.90% 0.48% 0.00%
PV
I S
TA
. 1
+0
.66
EL
. 3 0.9
PV
I S
TA
. 1
+0
.88
EL
. 3 1.0
PV
I S
TA
. 1
+0
.71
EL
. 3 1.0
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
LO STA. 1+019.81
EL. 30.710
LO STA. 1+098.27
EL. 30.926
PV
I S
TA
. 1
+0
.00
EL
. 3 0.8
PV
I S
TA
. 1
+0
.23
EL
. 3 0.7
PV
I S
TA
. 1
+0
.85
EL
. 3 0.9
PV
I S
TA
. 1
+0
.00
EL
. 3 1.0
PV
I S
TA
. 1
+0
.75
EL
. 3 1.4
PV
I S
TA
. 1
+0
.70
EL
. 3 1.3
PV
I S
TA
. 1
+0
.70
EL
. 3 1.0
PV
I S
TA
. 1
+1
.89
EL
. 3 1.0
GRAPHIC SCALE / SCALA GRAFICA
5m 10m0 25m 1:250
1m0 2.5m
1:25(VERT)
(HORIZ)
PR
OF
ILI
S
TR
AD
AL
I
CP204
RO
AD
P
RO
FI
LE
S
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
G
U M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
P2
-0 6.
D W
G La st s av ed b y:
G U
M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C P2
-0
6.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.8
.08
.9
.03
.2
.89
1+020
.3
.81
.80
.3
.83
.3
.85
1+040
.3
.84
.4
.81
.4
.81
.3
.83
1+060
.4
.83
.3
.80
.3
.82
.3
.85
1+080
.2
.88
.2
.88
.3
.85
.3
.82
1+100
.2
.81
.2
.84
.1
.87
.1
.86
1+120
.2
.83
.2
.80
.2
.82
.2
.85
1+140
.3
.87
.2
.85
1+150
.2
.85
1+150
.2
.82
.2
.79
1+160
.2
.78
.2
.81
.2
.81
.3
.78
1+180
.3
.79
.3
.84
.3
.88
.3
.86
1+200
.3
.82
1+210
PV
I S
TA
. 1
+0
.00
EL
. 3 0.9
PV
I S
TA
. 1
+0
.75
EL
. 3 1.0
PV
I S
TA
. 1
+0
.91
EL
. 3 1.0
PV
I S
TA
. 1 +0
.41
EL
. 3
1.0
PV
I S
TA
. 1
+0
.91
EL
. 3 1.0
PV
I S
TA
. 1
+0
.91
EL
. 3 0.9
PV
I S
TA
. 1
+0
.44
EL
. 3 0.8
L 6.00 m
PV
C
ST
A.
1+
8.4
EL
. 3
0.8
PV
T
ST
A.
1+
4.4
EL
. 3
0.8 52G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
L 6.00 m
PV
C
ST
A.
1+
9.2
EL
. 3
0.8
PV
T
ST
A.
1+
5.2
EL
. 3
0.8 34G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
L 6.00 m
PV
C
ST
A.
1+
5.1
EL
. 3
0.8
PV
T
ST
A.
1+
1.1
EL
. 3
0.8 82G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
L 6.00 m
PV
C
ST
A.
1+
3.8
EL
. 3
0.8
PV
T
ST
A.
1+
9.8
EL
. 3
0.8 67G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
L 6.00 m
PV
C
ST
A.
1+
2.2
EL
. 3
0.8
PV
T
ST
A.
1+
8.2
EL
. 3
0.8 64G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
G1 -1.50% G2 0.60% K=2.857 e 0.016 m
PV
C
ST
A.
1+
4.1
EL
. 3
0.8
PV
T
ST
A.
1+
0.1
EL
. 3
0.8
L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m
PV
C
ST
A.
1+
0.3
EL
. 3
0.8
PV
T
ST
A.
1+
6.3
EL
. 3
0.8
L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m
PV
C
ST
A.
1+
8.1
EL
. 3
0.8
PV
T
ST
A.
1+
4.1
EL
. 3
0.8
L 6.00 m G1 -0.60% G2 0.60% K=5.000 e 0.009 m
PV
C
ST
A.
1+
0.7
EL
. 3
0.8
PV
T
ST
A.
1+
6.7
EL
. 3
0.8
L 6.00 m
G1 -0.60% G2 0.60% K=5.000 e 0.009 m
PV
C
ST
A.
1+
8.3
EL
. 3
0.8
PV
T
ST
A.
1+
4.3
EL
. 3
0.8
L 6.00 m
PV
I S
TA
. 1
+0
.44
EL
. 3 0.8
PV
I S
TA
. 1
+0
.24
EL
. 3 0.8
PV
I S
TA
. 1
+0
.12
EL
. 3 0.9
PV
I S
TA
. 1
+1
.87
EL
. 3 0.8
PV
I S
TA
. 1
+1
.23
EL
. 3 0.8
PV
I S
TA
. 1
+0
.13
EL
. 3 0.7
PV
I S
TA
. 1
+0
.32
EL
. 3 0.7
PV
I S
TA
. 1
+0
.15
EL
. 3 0.7
PV
I S
TA
. 1
+1
.74
EL
. 3 0.8
PV
I S
TA
. 1
+1
.35
EL
. 3 0.7
PV
I S
TA
. 1
+2
.12
EL
. 3 0.8
L 6.00 m
PV
C
ST
A.
1+
0.1
EL
. 3
0.8
PV
T
ST
A.
1+
6.1
EL
. 3
0.8 11G1 0.60%
G2 -0.60% K=5.000 e 0.009 m
L 6.00 m
PV
C
ST
A.
1+
2.4
EL
. 3
0.8
PV
T
ST
A.
1+
8.4
EL
. 3
0.8 75G1 1.00%
G2 -0.76% K=3.401 e 0.013 m
G1 -0.60% G2 0.60% K=5.000 e 0.009 m
PV
C
ST
A.
1+
0.5
EL
. 3
0.7
PV
T
ST
A.
1+
6.5
EL
. 3
0.7
L 6.00 m G1 -0.60% G2 1.00% K=3.750 e 0.012 m
PV
C
ST
A.
1+
9.7
EL
. 3
0.7
PV
T
ST
A.
1+
5.7
EL
. 3
0.8
L 6.00 m
PV
I S
TA
. 1
+1
.11
EL
. 3 0.8
PV
I S
TA
. 1
+1
.44
EL
. 3 0.8
PV
I S
TA
. 1
+1
.54
EL
. 3 0.7
PV
I S
TA
. 1
+1
.79
EL
. 3 0.7
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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%
-5.25% -1.50%
0.60%
1.00%-1.00% 0.60% 2.64%
-0.60% 0.60% -0.60% 1.00% -0.76%
LO STA. 1+028.42
EL. 30.797
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
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
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.3
.83
1+000
.3
.82
.2
.78
1+015
-2.00% 0.60% -1.26% 2.00%
PV
I S
TA
. 1 +0
.00
EL
. 3
0.8
PV
I S
TA
. 1
+0
.75
EL
. 3 0.8
PV
I S
TA
. 1
+0
.30
EL
. 3 0.8
PV
I S
TA
. 1
+0
.85
EL
. 3 0.7
PV
I S
TA
. 1 +0
.70
EL
. 3
0.8
0+995
.9
.94
1+000
.9
.91
.2
.01
.1
.07
.1
.10
1+020
.1
.1
.1
1+035
-2.00% 2.00% 0.65%
PV
I S
TA
. 1
+0
.00
EL
. 3 0.9
PV
I S
TA
. 1
+0
.26
EL
. 3 0.8
PV
I S
TA
. 1
+0
.01
EL
. 3 1.0
PV
I S
TA
. 1
+0
.04
EL
. 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)
LO STA. 1+163.54
EL. 30.781
LO STA. 1+182.04
EL. 30.782
HI STA. 1+173.11
EL. = 30.820
HI STA. 1+195.84
EL. = 30.885
GRAPHIC SCALE / SCALA GRAFICA
5m 10m0 25m 1:250
1m0 2.5m
1:25(VERT)
(HORIZ)
PR
OF
ILI
S
TR
AD
AL
I
CP205
RO
AD
P
RO
FI
LE
S
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
G
U M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
P2
-0 6.
D W
G La st s av ed b y:
G U
M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C P2
-0
6.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
AT
IO
N / E
LE
VA
ZI
ON
E
EL
EV
AT
IO
N / E
LE
VA
ZI
ON
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
.9
.95
1+000
.8
.88
.8
.83
.8
.80
.9
.92
1+020
.8
.80
.9
.91
.0
.04
.2
.20
1+040
.2
.20
.1
.17
.1
.13
.0
.02
1+060
.0
.00
.0
.00
.0
.00
.0
.00
1+080
.0
.00
.0
.00
.0
.00
.9
.99
1+100
.0
.00
.0
.00
.0
.00
.0
.04
1+120
.1
.10
.1
.19
.2
.20
.2
.20
1+140
.2
.20
1+150
HI STA. 1+020.25
EL. = 31.024 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% -2.97%
0.60% -1.00% 0.60% -0.63% 0.50% -0.63% 0.72% -0.60% 0.75% -0.90% -0.90% -0.94%
0.60% 3.57%PV
I S
TA
. 1
+0
.00
EL
. 3 0.8
PV
I S
TA
. 1
+0
.78
EL
. 3 0.9
PV
I S
TA
. 1
+0
.25
EL
. 3 0.9
PV
I S
TA
. 1
+0
.24
EL
. 3 1.1
PV
I S
TA
. 1 +0
.77
EL
. 3
1.1
PV
I S
TA
. 1
+0
.75
EL
. 3 1.0
PV
I S
TA
. 1
+0
.34
EL
. 3 0.9
PV
I S
TA
. 1
+0
.28
EL
. 3 0.8
PV
I S
TA
. 1 +0
.93
EL
. 3
0.8
PV
I S
TA
. 1
+1
.91
EL
. 3 0.8
G1 -1.00% G2 0.60% K=3.750 e 0.012 m
PV
C
ST
A.
1+
5.6
EL
. 3
0.8
PV
T
ST
A.
1+
1.6
EL
. 3
0.8
L 6.00 m G1 -0.63% G2 0.50% K=5.318 e 0.008 m
PV
C
ST
A.
1+
9.6
EL
. 3
0.8
PV
T
ST
A.
1+
5.6
EL
. 3
0.8
L 6.00 m G1 -0.63% G2 0.72% K=4.461 e 0.010 m
PV
C
ST
A.
1+
9.8
EL
. 3
0.8
PV
T
ST
A.
1+
5.8
EL
. 3
0.8
L 6.00 m G1 -0.60% G2 0.75% K=4.448 e 0.010 m
PV
C
ST
A.
1+
6.8
EL
. 3
0.8
PV
T
ST
A.
1+
2.8
EL
. 3
0.8
L 6.00 m
PV
I S
TA
. 1
+0
.10
EL
. 3 1.0
PV
I S
TA
. 1
+0
.88
EL
. 3 0.9
PV
I S
TA
. 1
+0
.66
EL
. 3 0.8
PV
I S
TA
. 1
+0
.47
EL
. 3 0.8
PV
I S
TA
. 1
+1
.37
EL
. 3 0.8
PV
I S
TA
. 1
+0
.64
EL
. 3 0.8
PV
I S
TA
. 1
+0
.62
EL
. 3 0.8
PV
I S
TA
. 1
+1
.81
EL
. 3 0.7
PV
I S
TA
. 1
+1
.81
EL
. 3 0.8
STRADA DEL CORTILE DI TORINO - VISTO PROFILO
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
0.50%
GRAPHIC SCALE / SCALA GRAFICA
5m 10m0 25m 1:250
1m0 2.5m
1:25(VERT)
(HORIZ)
PR
OF
ILI
S
TR
AD
AL
I
CP206
RO
AD
P
RO
FI
LE
S
LEGEND / LEGGENDA
FINISHED GRADE / PIANO FINITO
EXISTING GRADE / PIANO ESISTENTE
La st s av ed b y:
G
U M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L
:\D C
S\
PR
O
JE
C
TS
\B D
L\
\9
_C
AD
_G
IS
\9
_C
AD
\2
0-
SH
EE
TS
\C \1
-C
P2
-0 6.
D W
G La st s av ed b y:
G U
M
PT
(2
2-
P lo tte d:
2-
-1
Fi le na m e:
L :\D
C S\
PR
O
JE
C
TS
\B
D L\
\9
_C
AD
_G
IS
\9
_C
AD
\2 0-
SH
EE
TS
\C
\1
-C P2
-0
6.
D
W G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
DRAWFORM REVISION: 20 AUGUST 2020
AS NOTED
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L U S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
USL USL
USL
U
S L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
U
S
L
O F
H
OFH 2
O
B
L
D
G
B
L
D
G
D N
D N
M D
P -2
S3
LW
LW
LW
LW
5m 10m
25m
1:250
UNLESS OTHERWISE NOTED, LINEAR DIMENSIONS SHOWN ARE IN METERS /
SE NON ALTRIMENTI INDICATO, LE DIMENSIONI LINEARI SONO IN METRI
X
X
X X
X X
X
X
X X
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X X
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X
ADN
G E
N
A
S
P
H
A
L
T
X
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X X X
X X X X
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ELECTRICAL
SUBSTATION
X
X
X
X
X
X
X
X
X
X
B
L
D
G
B
L
D
G
B
L
D
G
B
L
D
G
E
L E
C
T R
I C
A L
S U
B S
T A
T I O
N
DN
D
N
L
I
A
T
I
O
N
GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 25 AUGUST 2020
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
AS NOTED
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
PLAN
NORTH
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.
SEGNALI STRADALI E I MARCHI STRADALI DEVONO ESSERE
STANDARD ITALIANI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
MATCHLINE - SEE SHEET CP702 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP702 PER CONTINUARE CP701
S I G
N A
G
V
E M
E N
T
M
A R
K I N
G
P
L A
N
P L A
N I M
E T
R
G
N A
L E
T I C
R
C A
T U
P
A V
I M
E N
T A
Z I O
N E
600 1200 600
V A
R I E
S
600 (TYP)
500 (TYP)
500 (TYP)
SIGNAGE AND PAVEMENT MARKING PLAN LEGEND /
LEGENDA DI PLANIMETRIA SEGNALETICA E MARCATURA SU PAVIMENTAZIONE
120 (TYP)
S7 ROUNDABOUT (TRAFFIC CIRCLE) /
ROTONDA (CERCHIO DI TRAFFICO)
S2 STOP / STOP
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT / LIMITE
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S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA
A SINISTRA
S1 ONE WAY /
SENSO UNICO
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
450 TYP
75 MIN
300 MAX
M5, M8 FULL BARRIER AND PARKING STALL
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LINEA STALLO DI PARCHEGGIO
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M6 CROSSWALK (WHITE) /
ATTRAVERSAMENTO
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M4 YIELD MARKINGS (WHITE) /
SEGNALE DI DARE LA PRECEDENZA
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M1, M9 TURN ARROWS (WHITE) /
FRECCE DI SVOLTA (BIANCHE)
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LINEA DI TRATTEGGIO (BIANCA)
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M3 DOTTED LINE (WHITE) / LINEA
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M7 LINE (WHITE) / LINEA DI STOP
(BIANCA)
M1 DIRECTIONAL ARROWS (WHITE)/
FRECCE DIRECZIONALI (BLANCHE)
M2 WHITE HATCHED LINES /
LINEE BIANCHE DI TRATTEGGIO
M3 WHITE DOTTED LINE /
LINEA BIANCA TRATTEGGIATA
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA PRECEDENZA
BIANCA
M5 CONTINUOUS LONGITUDINAL STRIPES
(WHITE)/
STRISCE LONGITUDINALI CONTINUA
(BLANCO)
M6 WHITE CROSSWALK /
PASSAGGIO PEDONALE BIANCO
M7 WHITE STOP LINE /
LINEA DI STOP BIANCA
M8 PARKING STALL LINE (WHITE) /
LINEA STALLO DIPARCHEGGIO
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M9 DIRECTIONAL ARROWS (WHITE) /
FRECCE DIRECZIONALI (BLANCHE)
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
JMB JEH SMS
CP701
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M2
M6
S5
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LW
LW
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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
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X
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SUBSTATION
X
X
X
X
X
X
X
X
X
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GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 25 AUGUST 2020
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
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JE
CT
AS NOTED
N A
V A
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C O
M M
A N
D
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TL
A N
TI
C
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
MATCHLINE - SEE SHEET CP701 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP701 PER CONTINUARE
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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.
SEGNALI STRADALI E I MARCHI STRADALI DEVONO ESSERE
STANDARD ITALIANI.
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
JMB JEH SMS
CP702
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
M1 DIRECTIONAL ARROWS (WHITE)/
FRECCE DIRECZIONALI (BLANCHE)
M2 WHITE HATCHED LINES /
LINEE BIANCHE DI TRATTEGGIO
M3 WHITE DOTTED LINE /
LINEA BIANCA TRATTEGGIATA
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA PRECEDENZA
BIANCA
M5 CONTINUOUS LONGITUDINAL STRIPES
(WHITE)/
STRISCE LONGITUDINALI CONTINUA
(BLANCO)
M6 WHITE CROSSWALK /
PASSAGGIO PEDONALE BIANCO
M7 WHITE STOP LINE /
LINEA DI STOP BIANCA
M8 PARKING STALL LINE (WHITE) /
LINEA STALLO DIPARCHEGGIO
(BLANCO)
M9 DIRECTIONAL ARROWS (WHITE) /
FRECCE DIRECZIONALI (BLANCHE)
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
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M6
S5
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LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
LW
M5
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
X
X
X
X
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X
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X
X
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X
X
X
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X
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B
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B
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B
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GRAPHIC SCALE
SCALA GRAFICA
NORTH
NORD
KEY PLAN / PIANO STRATEGICO
NO SCALE
DRAWFORM REVISION: 25 AUGUST 2020
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
AS NOTED
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
A
TL
A N
TI
C
CCA/MPO
R. STEPHENS, PE
DPS
JMW
07 DECEMBER 2022
APPROVED BY MICHELE MILLER,
AFH-C PROGRAM MANAGER,
USAG ITALY VIA EMAIL
M A
T C
H L I N
E
S
E
F
N
T I N
U A
T I O
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P
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U A
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CP703
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N A
V
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E N
T
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G
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N A
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T I C
R
C A
T U
P
A V
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E N
T A
Z I O
N E
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:
JMB JEH SMS
CP703
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
M1 DIRECTIONAL ARROWS (WHITE)/
FRECCE DIRECZIONALI (BLANCHE)
M2 WHITE HATCHED LINES /
LINEE BIANCHE DI TRATTEGGIO
M3 WHITE DOTTED LINE /
LINEA BIANCA TRATTEGGIATA
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA PRECEDENZA
BIANCA
M5 CONTINUOUS LONGITUDINAL STRIPES
(WHITE)/
STRISCE LONGITUDINALI CONTINUA
(BLANCO)
M6 WHITE CROSSWALK /
PASSAGGIO PEDONALE BIANCO
M7 WHITE STOP LINE /
LINEA DI STOP BIANCA
M8 PARKING STALL LINE (WHITE) /
LINEA STALLO DIPARCHEGGIO
(BLANCO)
M9 DIRECTIONAL ARROWS (WHITE) /
FRECCE DIRECZIONALI (BLANCHE)
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
X
X X
X X
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LW
LW
LW
LW
LW
LW
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FA
M
IL
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HO
US
IN
G
P
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JE
CT
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
MA
TC
HL
IN
E
- S
EE
S
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MATCHLINE - SEE SHEET CP705 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP705 PER CONTINUARE
CP704
CP704
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDE
B. SEE CP704 SHEET FOR LEGEND. /
VEDERE TAVOLA CP704 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.
M1 LEFT TURN ONLY ARROW /
FRECCIA DI SOLA SVOLTA A SINISTRA
M2 WHITE HATCHED LINES /
LINEE BIANCHE DI TRATTEGGIO
M3 WHITE DOTTED LINE /
LINEA BIANCA TRATTEGGIATA
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA PRECEDENZA
BIANCA
M5 WHITE FULL BARRIER /
BARRIERA PIENA BIANCA
M6 WHITE CROSSWALK /
PASSAGGIO PEDONALE BIANCO
M7 WHITE STOP LINE /
LINEA DI STOP BIANCA
M8 WHITE PARKING STALL
LINE / LINEA BIANCA STALLO
DI PARCHEGGIO
M9 STRAIGHT ARROW /
FRECCIA DRITTO
M10
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
S9 YIELD / DARE PRECEDENZA
S10 PEDESTRIAN CROSSING /
ATTRAVERSAMENTO PEDONALE
GENERAL NOTES THIS SHEET: /
NOTE GENERALI DI QUESTO FOGLIO:
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
PL
AN
IM
ET
RI
A
SE
GN
AL
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A
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MA
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SI
GN
AG
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AN
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PA
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ME
NT
M
AR
KI
NG
P
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M3
M8
M8
S2
S5
S5
M6 M6
M6
M6
M6
M6
M3
M5
M5
S1
S1 ONE WAY /
SENSO UNICO
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
400 TYP
500 TYP
200 TYP
M5, M8 CONTINUOUS LONGITUDINAL STRIPES
AND PARKING STALL LINE (WHITE) /
STRISCE LONGITUDINALI CONTINUA E
LINEA STALLO DI PARCHEGGIO (BIANCO)
M4 YIELD MARKINGS (WHITE) /
SEGNALE DI DARE LA PRECEDENZA
(BIANCA)
M1, M9 DIRECTIONAL ARROWS (WHITE)
/ FRECCE DIREZIONALI
(BIANCHE)
45°
600 (TYP) M2 ZEBRA STRIPES (WHITE) /
STRISCE ZEBRATURE (BIANCA)
(TYP)
M3 DISCONTINUOUS LONGITUDINAL
STRIPES (WHITE) / STRISCE
LONGITUDINALI DISCONTINUA
(BIANCA)
M7 STOP LINE (WHITE) / LINEA DI STOP
(BIANCA)
S9 YIELD / DARE
PRECEDENZA
1m TYP
NOTE:
M6: SEE PEDESTRIAN CROSSING DETAILS / VEDI DETTAGLI ATTRAVAERSAMENTO PEDONALE
1m TYP
SIGNAGE AND PAVEMENT MARKING PLAN LEGEND /
LEGENDA DI PLANIMETRIA SEGNALETICA E MARCATURA SU PAVIMENTAZIONE
S7 ROUNDABOUT (TRAFFIC
CIRCLE) / ROTONDA
(CERCHIO DI TRAFFICO)
5m (T
YP
750S2 STOP / STOP
S5 YIELD TO
PEDESTRIANS /
PRECEDENZA AI
PEDONI
S6 SPEED LIMIT / LIMITE
DI VELOCITA'
500 (MIN)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA
A SINISTRA
M10 YIELD MARKING (WHITE) / SEGNALE DI
DARE LA PRECEDENZA (BIANCA)
1m
2m
120(MIN, TYP)
S10 PEDESTRIAN CROSSING /
ATTRAVAERSAMENTO
PEDONALE
(TYP)
(TYP)
S2
RAISED / RIALZATO
S5 S5
S3
S5
S5
S2
S5
S5
S1
S1
S1
S2
S5
M6
M6
M7
M5
M5
M7
M5
DN
X X
X X
X X
X
LW
LW
LW
LW
VI
A
CE
SA
RE
A
UG
US
TO
APT 22400
APT 21200
TH BLK 22500
TH BLK 21000
TH BLK 21300
TH BLK 21000
TH BLK 21400
PE
R
IM
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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 CP706 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP706 PER CONTINUARE
CP705
MATCHLINE - SEE SHEET CP704 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP704 PER CONTINUARE CP705
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDE
B. SEE CP704 SHEET FOR LEGEND. /
VEDERE TAVOLA CP704 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:
PL
AN
IM
ET
RI
A
SE
GN
AL
ET
IC
A
E
MA
RC
AT
UR
A
SU
P
AV
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EN
TA
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ON
E
SI
GN
AG
E
AN
D
PA
VE
ME
NT
M
AR
KI
NG
P
LA
N
M3
M8
M5
S5
M5
M3M6
M6
M8
M1 LEFT TURN ONLY ARROW /
FRECCIA DI SOLA SVOLTA A SINISTRA
M2 WHITE HATCHED LINES /
LINEE BIANCHE DI TRATTEGGIO
M3 WHITE DOTTED LINE /
LINEA BIANCA TRATTEGGIATA
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA PRECEDENZA
BIANCA
M5 WHITE FULL BARRIER /
BARRIERA PIENA BIANCA
M6 WHITE CROSSWALK /
PASSAGGIO PEDONALE BIANCO
M7 WHITE STOP LINE /
LINEA DI STOP BIANCA
M8 WHITE PARKING STALL
LINE / LINEA BIANCA STALLO
DI PARCHEGGIO
M9 STRAIGHT ARROW /
FRECCIA DRITTO
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
S4
S1
M7 M5
M1S1
S1
S1
M6
S5
S5
S1
LY
B
U S
LW
LW
LW
LW
LW
LW
LW
LW
APT 21500
TH BLK 21400
ELECTRICAL
SUBSTATION
VI
A
CE
SA
RE
A
UG
US
TO
VI
A
GI
OT
TO
PE
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ET
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R
AD
A
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PISA COURTYARD ROAD /
STRADA DEL CORTILE PISA
PERIMETER ROAD 'A' /
STRADA PERIMETRALE 'A'
SCHOOL / SCUOLA
PERIMETER ROAD 'B' /STRADA PERIMETRALE 'B'ST
O
P
La st s av ed b y:
G
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AR
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2-
P lo tte d:
2-
-1
Fi le na m e:
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C
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\B D
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P lo tte d:
2-
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Fi le na m e:
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6.
D
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A N
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TL
A N
A
RM
Y
FA
M
IL
Y
HO
US
IN
G
P
RO
JE
CT
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
CP706
MATCHLINE - SEE SHEET CP705 FOR CONTINUATION / LINEA DI UNIONE - VEDERE TAVOLA CP705 PER CONTINUARE CP706
PL
AN
IM
ET
RI
A
SE
GN
AL
ET
IC
A
E
MA
RC
AT
UR
A
SU
P
AV
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EN
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ON
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SI
GN
AG
E
AN
D
PA
VE
ME
NT
M
AR
KI
NG
P
LA
N
A. SEE SHEET C-001 FOR CIVIL NOTES AND LEGENDS. /
VEDERE TAVOLA C-001 PER NOTE CIVILE E LEGENDE
B. SEE CP704 SHEET FOR LEGEND. /
VEDERE TAVOLA CP704 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:
M3
M5
M1
M6
M5
M4
M4
M4
M4
M6
M6
M6
M3
M2
S4
S7S7
S4
S7
S4
S7
S4
S7
S5
S5
S1
S1
S1
S1
S5
S2
M1 LEFT TURN ONLY ARROW /
FRECCIA DI SOLA SVOLTA A
SINISTRA
M2 ZEBRA STRIPES (WHITE) /
STRISCE ZEBRATURE (BIANCA)
M3 DICONTINUOUS LONGITUDINAL
STRIPES (WHITE) /
STRISCE LONGITUDINALI
DISCONTINUA (BIANCA)
M4 WHITE YIELD MARKINGS /
SEGNALE DI DARE LA
PRECEDENZA BIANCA
M5 CONTINUOUS LONGITUDINAL
STRIPES (WHITE) /
STRISCE LONGTUDINALI
CONTINUA (BIANCO)
M6 PEDESTRIAN CROSSING (SEE
DETAIL) /
ATTRAVERSAMENTO PEDONALE
(VEDI DETTAGLIO)
M7 STOP LINE (WHITE) /
LINEA DI STOP (BIANCA)
M8 PARKING STALLLINE (WHITE) /
LINEA STALLO DI PARCHEGGIO
(BIANCO)
M9 STRAIGHT ARROW /
FRECCIA DRITTO
M10 YIELD MARKING (WHITE) /
SEGNALE DI DARE LA
PRECEDENZA (BIANCA)
S1 ONE WAY /
SENSO UNICO
S2 STOP /
STOP
S3 DO NOT ENTER /
NON ENTRARE
S4 DIRECTION /
DIREZIONE
S5 YIELD TO PEDESTRIANS /
PRECEDENZA AI PEDONI
S6 SPEED LIMIT /
LIMITE DI VELOCITA'
S7 ROUNDABOUT (TRAFFIC CIRCLE)
/ ROTONDA (CERCHIO DI
TRAFFICO)
S8 LEFT TURN ONLY /
DIREZIONE OBBLIGATORIA A
SINISTRA
S9 YIELD /
DARE PRECEDENZA
S10 PEDESTRIAN CROSSING /
ATTRAVERSAMENTO PEDONALE
SIGNAGE KEYNOTES: /
NOTE CHIAVE DELLA SEGNALETICA:
MARKING KEYNOTES: /
NOTE CHIAVI DELLA MARCATURA:
M3
M8
M8
M8
M8TYP
S9
M10
M2
M2
S9
M4
S7 S9
M10
M2
S5
S7 S9
M10
M5
M2
M10
M2
S7 S9
RAISED / RIALZATO
S5
RAISED / RIALZATO
S5
S5
M5 M8
M5
M7
M9
| CIVIL |
| CP101 - ROAD LAYOUT PLAN |
| CP102 - ROAD LAYOUT PLAN |
| CP103 - ROAD LAYOUT PLAN |
| CP104 - ROAD LAYOUT PLAN |
| CP105 - ROAD LAYOUT PLAN |
| CP106 - ROAD LAYOUT PLAN |
| CP201 - ROAD PROFILES |
| CP203 - ROAD PROFILES |
| CP204 - ROAD PROFILES |
| CP205 - ROAD PROFILES |
| CP206 - ROAD PROFILES |
| CP701 - SIGNAGE AND PAVEMENT MARKING PLAN |
| CP702 - SIGNAGE AND PAVEMENT MARKING PLAN |
| CP703 - SIGNAGE AND PAVEMENT MARKING PLAN |
| CP704 - SIGNAGE AND PAVEMENT MARKING PLAN |
| CP705 - SIGNAGE AND PAVEMENT MARKING PLAN |
| CP706 - SIGNAGE AND PAVEMENT MARKING PLAN |
2022-12-20T11:49:45+0100
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2022-12-20T11:50:15+0100
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2022-12-20T11:50:19+0100
2022-12-20T11:50:21+0100
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2022-12-20T17:22:29+0100
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2023-01-23T11:33:30-0500
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File details come from the government source that posted it. Updated .