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PLANIMETRIA SEGNALETICA STRADALE
VERTICALE ED ORIZZONTALE
Scala 1:500
COMUNE DI
POLLINA -PA-
LINEA FERROVIARIA
MESSINA - PALERMO
PROGETTO PRELIMINARE E DEFINITIVO PER LA SOPPRESSIONE DEI
P.L. AL Km 77+062 DELLA LINEA PALERMO-MESSINA MEDIANTE LA
REALIZZAZIONE DI UN CAVALCAVIA AL Km77+070 CIRCA E RELATIVE
RAMPE STRADALI DI COLLEGAMENTO ALLA S.S. n.113 IN COMUNE DI
POLLINA (PA)
STUDIO CATALANO
Servizi di ingegneria
1
0
.
0
0
0
2
1
5
.
0
0
0
3
2
2
.
6
2
8
4
4
1
.
7
8
5
5
4
4
.
8
2
8
6
61.368
7
77
.87
9
8
9
1
0
1
1
1
4
6
.
0
0
0
1
2
1
5
3
.
3
4
8
1
3
1
7
8
.
2
3
1
1
4
1
9
5
.
6
9
3
16
221.017
17
230.473
18
239.504
19
248.641
20
254.724 21
268.492
22
285.391
23
299.623
24
304.918
S
p
a
l
l
a
1
3
1
1
.
1
9
6
2
6
3
1
6
.
1
1
5
2
7
3
3
1
.
4
5
8
P
i
l
a
3
3
7
.
7
5
5
2
9
3
4
4
.
8
5
9
3
0
3
6
0
.
2
3
0
S
p
a
l
l
a
2
3
6
4
.
5
4
8
3
2
3
8
5
.
7
8
2
3
3
3
9
8
.
2
8
3
3
4
4
1
2
.4
2
5
35
42
6.7
05
36
448.62
2
37
468.57
5
38
474.69
8
39
477.
654
40
49
4.
97
1
4
1
5
0
3
.3
7
8
4
2
5
0
8
.0
7
2
4
3
5
1
5
.2
4
8
4
4
5
3
7
.6
6
3
4
5
5
4
9
.0
1
7
4
6
5
6
0
.7
4
7
4
7
5
6
9
.1
3
8
48
57
8.
73
4
1
5
1
9
9
.
5
9
8
Legenda:
Tracciato stradale in progetto
Strada di servizio
S.S. n.113 esistente
Terre rinforzate
Cunette in cls
Canalette in acciaio
Guard-rail H4 bordo ponte L=125.80ml
Guard-rail H2 bordo rilevato L=77.00ml
Guard-rail H3 su manufatto L=502.00ml
Parapetto in legno L= 147.00ml

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Planimetria del cavalcavia Santa Maria a Finale

  • 1. PLANIMETRIA SEGNALETICA STRADALE VERTICALE ED ORIZZONTALE Scala 1:500 COMUNE DI POLLINA -PA- LINEA FERROVIARIA MESSINA - PALERMO PROGETTO PRELIMINARE E DEFINITIVO PER LA SOPPRESSIONE DEI P.L. AL Km 77+062 DELLA LINEA PALERMO-MESSINA MEDIANTE LA REALIZZAZIONE DI UN CAVALCAVIA AL Km77+070 CIRCA E RELATIVE RAMPE STRADALI DI COLLEGAMENTO ALLA S.S. n.113 IN COMUNE DI POLLINA (PA) STUDIO CATALANO Servizi di ingegneria 1 0 . 0 0 0 2 1 5 . 0 0 0 3 2 2 . 6 2 8 4 4 1 . 7 8 5 5 4 4 . 8 2 8 6 61.368 7 77 .87 9 8 9 1 0 1 1 1 4 6 . 0 0 0 1 2 1 5 3 . 3 4 8 1 3 1 7 8 . 2 3 1 1 4 1 9 5 . 6 9 3 16 221.017 17 230.473 18 239.504 19 248.641 20 254.724 21 268.492 22 285.391 23 299.623 24 304.918 S p a l l a 1 3 1 1 . 1 9 6 2 6 3 1 6 . 1 1 5 2 7 3 3 1 . 4 5 8 P i l a 3 3 7 . 7 5 5 2 9 3 4 4 . 8 5 9 3 0 3 6 0 . 2 3 0 S p a l l a 2 3 6 4 . 5 4 8 3 2 3 8 5 . 7 8 2 3 3 3 9 8 . 2 8 3 3 4 4 1 2 .4 2 5 35 42 6.7 05 36 448.62 2 37 468.57 5 38 474.69 8 39 477. 654 40 49 4. 97 1 4 1 5 0 3 .3 7 8 4 2 5 0 8 .0 7 2 4 3 5 1 5 .2 4 8 4 4 5 3 7 .6 6 3 4 5 5 4 9 .0 1 7 4 6 5 6 0 .7 4 7 4 7 5 6 9 .1 3 8 48 57 8. 73 4 1 5 1 9 9 . 5 9 8 Legenda: Tracciato stradale in progetto Strada di servizio S.S. n.113 esistente Terre rinforzate Cunette in cls Canalette in acciaio Guard-rail H4 bordo ponte L=125.80ml Guard-rail H2 bordo rilevato L=77.00ml Guard-rail H3 su manufatto L=502.00ml Parapetto in legno L= 147.00ml