Punti battuti Terreno

SEZIONE C-D

SCALA 1:200

^72.00

Punti battuti Terreno

^{1 23456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29}

Distanze Parziali

0.66 0.01 0.25 0.07 0.33 3.17 1.86 _0.62 1.65 3.42 6.61 7.64 2.73 _0.95 1.53 _0.49 4.46 2.47 9.85 10.68 14.50 16.76 17.59 19.09 14.12 6.40 2.45 5.05

Distanze Progressive

0.00 0.66 0.67 0.92 0.99 1.32 4.49 6.35 6.97 8.62 12.04 18.65 26.29 29.02 29.97 31.50 31.99 36.45 38.92 48.77 59.45 73.95 90.71 108.30 127.39 141.51 147.91 150.36 155.41

Quote Terreno

80.49 80.48 80.59 80.59 80.39 80.41 80.31 80.40 80.67 80.56 80.55 80.32 80.25 77.99 78.03 78.25 80.30 79.98 79.89 79.81 79.73 79.53 78.74 78.06 77.17 76.41 76.15 76.02 75.60

Quote Asse Condotta

79.04 79.01 79.01 79.00 79.00 78.98 78.86 78.84 78.84 78.83 78.80 78.42 77.96 77.79 77.78 77.77 77.76 77.72 77.70 77.61 78.03 78.18 77.39 76.71 75.77 75.01 74.66 74.53 74.26

Copertura

-1.37 -1.39 -1.51 -1.51 -1.32 -1.35 -1.37 -1.49 -1.75 -1.65 -1.68 -1.82 -2.22 -0.12 -0.17 -0.41 -2.46 -2.18 -2.12 -2.12 -1.63 -1.28 -1.27 -1.27 -1.32 -1.32 -1.41 -1.41 -1.26

L.E.B.T.

74.00

Punti battuti Terreno

^{1 2 3 4 5678 9101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33}

Distanze Parziali

^{18.22 14.17 9.36 3.02} _{0.07 0.30} ^4.69 0.01 0.29 0.01 4.21 8.67 5.79 4.01 1.69 1.50 1.84 2.71 1.54 4.01 2.05 _1.28 3.56 2.27 2.85 3.85 7.19 8.62 7.06 9.48 11.70

Distanze Progressive

^0.00 18.22 32.39 41.75 44.77 44.84 45.14 45.14 49.83 49.84 50.13 50.14 54.35 63.02 68.81 72.82 74.51 76.01 77.85 80.56 82.10 86.11 88.16 89.44 93.00 95.27 98.12 101.97 109.16 117.78 124.84 134.32 146.02

Quote Terreno

_{79.82 79.85 79.86 79.93} 80.20 80.54 80.54 80.49 80.49 80.52 80.52 80.42 80.25 79.73 79.76 79.86 77.70 77.76 78.45 79.88 79.78 79.55 79.38 79.31 79.34 79.53 79.26 79.09 78.76 78.42 78.10 77.78 77.44

Quote Asse Condotta

_{78.32 78.06 77.86 77.79} 77.77 77.77 77.76 77.76 77.73 77.73 77.73 77.73 77.70 77.63 77.56 77.46 77.34 77.13 76.87 76.49 76.29 76.94 77.28 77.54 78.24 78.22 78.08 77.89 77.36 76.72 76.44 76.08 75.77

Copertura

-1.37 -1.67 -1.87 -2.02 -2.31 -2.65 -2.65 -2.60 -2.64 -2.67 -2.67 -2.57 -2.43 -1.98 -2.07 -2.28 -0.23 -0.50 -1.45 -3.26 -3.36 -2.48 -1.97 -1.68 -0.97 -1.18 -1.05 -1.08 -1.28 -1.57 -1.53 -1.57 -1.55

SEZIONE A-B SCALA 1:200

72.00

Punti battuti Terreno

^{1 2 3 4 5 678910 11 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40}

Distanze Parziali

^{2.06 5.05 2.05 6.40 4.53} 0.14 0.18 0.01 3.40 2.41

0.01 0.21 0.25 0.04 0.01 7.54 _{1.16 1.18} 4.39 5.77

0.25

11.64 2.31 4.79 3.38 2.48 2.69 1.70 4.65 6.68 6.86 6.30 10.82 14.24 14.07 16.79 6.32

Distanze Progressive

^{0.00 2.06 7.11 9.16} 15.56 20.09 20.09 20.23 20.41 20.42 23.82 26.23 26.24 26.45 26.7026.70 26.74 26.75 34.29 35.45 36.63 41.02 46.79 47.04 58.68 60.99 65.78 69.16 71.64 74.33 76.03 80.68 87.36 94.22 100.52 111.34 125.58 139.65 156.44 162.76

Quote Terreno

_{81.24 81.35 81.58 81.05 81.01} 80.69 81.70 82.00 81.99 81.82 81.74 81.56 81.79 81.78 81.3580.25 80.11 79.11 79.02 78.64 78.62 78.64 78.40 78.03 78.03 77.99 77.85 77.98 77.85 77.76 77.79 77.86 77.64 77.55 77.51 77.34 76.99 76.90 76.71 76.54

SEZIONE E-F SCALA 1:200

L.Telecom Cordolo cls Cordolo clsArea cementata Tubo in cls

DN 1000

L.E.B.T.

72.00

Punti battuti Terreno

^{1 2 3 4 5 678910 11 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40}

Distanze Parziali

^{2.06 5.05 2.05 6.40 4.53} 0.14 0.18 0.01 3.40 2.41

0.01 0.21 0.25 0.04 0.01 7.54 _{1.16 1.18} 4.39 5.77

0.25

11.64 2.31 4.79 3.38 2.48 2.69 1.70 4.65 6.68 6.86 6.30 10.82 14.24 14.07 16.79 6.32

Distanze Progressive

^{0.00 2.06 7.11 9.16} 15.56 20.09 20.09 20.23 20.41 20.42 23.82 26.23 26.24 26.45 26.7026.70 26.74 26.75 34.29 35.45 36.63 41.02 46.79 47.04 58.68 60.99 65.78 69.16 71.64 74.33 76.03 80.68 87.36 94.22 100.52 111.34 125.58 139.65 156.44 162.76

Quote Terreno

_{81.24 81.35 81.58 81.05 81.01} 80.69 81.70 82.00 81.99 81.82 81.74 81.56 81.79 81.78 81.3580.25 80.11 79.11 79.02 78.64 78.62 78.64 78.40 78.03 78.03 77.99 77.85 77.98 77.85 77.76 77.79 77.86 77.64 77.55 77.51 77.34 76.99 76.90 76.71 76.54

SEZIONE E-F SCALA 1:200

L.Telecom Cordolo cls Cordolo clsArea cementata Tubo in cls

DN 1000

L.E.B.T.

1,00 1,10

PROFILO LONGITUDINALE E-F "FOSSO DELLA MADONNA DEGLI ANGELI"

Disegn. Contr. Approv.

Data

R.FESTA C.DELL'ACQUA

Rev.

0

1:200

A.URTI

17/12/2019 EMISSIONE PER PERMESSI

PROFILI E SEZIONI STATO DI FATTO E DI PROGETTO COROGRAFIA SCALA 1: 25000

Nel Comune di POMARICO (MT)

Fg. 201 IV-S.O.

Miglionico

Progettazione opere di difesa idraulica di un fosso in terra in agro del Comune di Pomarico (MT)

SEZIONE C-D

SCALA 1:200

^72.00

Punti battuti Terreno

^{1 23456 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29}

Distanze Parziali

0.66 0.01 0.25 0.07 0.33 3.17 1.86 _0.62 1.65 3.42 6.61 7.64 2.73 _0.95 1.53 _0.49 4.46 2.47 9.85 10.68 14.50 16.76 17.59 19.09 14.12 6.40 2.45 5.05

Distanze Progressive

0.00 0.66 0.67 0.92 0.99 1.32 4.49 6.35 6.97 8.62 12.04 18.65 26.29 29.02 29.97 31.50 31.99 36.45 38.92 48.77 59.45 73.95 90.71 108.30 127.39 141.51 147.91 150.36 155.41

Quote Terreno

80.49 80.48 80.59 80.59 80.39 80.41 80.31 80.40 80.67 80.56 80.55 80.32 80.25 77.99 78.03 78.25 80.30 79.98 79.89 79.81 79.73 79.53 78.74 78.06 77.17 76.41 76.15 76.02 75.60

Quote Asse Condotta

79.04 79.01 79.01 79.00 79.00 78.98 78.86 78.84 78.84 78.83 78.80 78.42 77.96 77.79 77.78 77.77 77.76 77.72 77.70 77.61 78.03 78.18 77.39 76.71 75.77 75.01 74.66 74.53 74.26

Copertura

-1.37 -1.39 -1.51 -1.51 -1.32 -1.35 -1.37 -1.49 -1.75 -1.65 -1.68 -1.82 -2.22 -0.12 -0.17 -0.41 -2.46 -2.18 -2.12 -2.12 -1.63 -1.28 -1.27 -1.27 -1.32 -1.32 -1.41 -1.41 -1.26

L.E.B.T.

74.00

Punti battuti Terreno

^{1 2 3 4 5678 9101112 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33}

Distanze Parziali

^{18.22 14.17 9.36 3.02} 0.07 0.30 4.69 0.01 0.29 0.01 4.21 8.67 5.79 4.01 1.69 1.50 1.84 2.71 1.54 4.01 2.05 _1.28 3.56 2.27 2.85 3.85 7.19 8.62 7.06 9.48 11.70

Distanze Progressive

^0.00 18.22 32.39 41.75 44.77 44.84 45.14 49.83 49.84 50.13 50.14 54.35 63.02 68.81 72.82 74.51 76.01 77.85 80.56 82.10 86.11 88.16 89.44 93.00 95.27 98.12 101.97 109.16 117.78 124.84 134.32 146.02

Quote Terreno

_{79.82 79.85 79.86 79.93} 80.20 80.54 80.54 80.49 80.52 80.52 80.42 80.25 79.73 79.76 79.86 77.70 77.76 78.45 79.88 79.78 79.55 79.38 79.31 79.34 79.53 79.26 79.09 78.76 78.42 78.10 77.78 77.44

Quote Asse Condotta

_{78.32 78.06 77.86 77.79} 77.77 77.77 77.76 77.73 77.73 77.73 77.73 77.70 77.63 77.56 77.46 77.34 77.13 76.87 76.49 76.29 76.94 77.28 77.54 78.24 78.22 78.08 77.89 77.36 76.72 76.44 76.08 75.77

Copertura

-1.37 -1.67 -1.87 -2.02 -2.31 -2.65 -2.65 -2.64 -2.67 -2.67 -2.57 -2.43 -1.98 -2.07 -2.28 -0.30 -0.50 -1.45 -3.26 -3.36 -2.48 -1.97 -1.68 -0.97 -1.18 -1.05 -1.08 -1.28 -1.57 -1.53 -1.57 -1.55

SEZIONE A-B SCALA 1:200

1,00

1,10

PROFILO LONGITUDINALE C-D, METANODOTTO "ALLACCIAMENTO COMUNE DI POMARICO"

PROFILO LONGITUDINALE A-B, METANODOTTO "FERRANDINA-PISTICCI"

ATTRAVERSAMENTO FOSSO ATTRAVERSAMENTO FOSSO

materassino reno p= 1%

14,20

7,30

1,00 1,00

PROFILO LONGITUDINALE E-F "FOSSO DELLA MADONNA DEGLI ANGELI"

STATO DI PROGETTO STATO DI FATTO

33,00

materassino reno p= 2,5%

STATO DI PROGETTO STATO DI PROGETTO

PROFILO LONGITUDINALE C-D, METANODOTTO "ALLACCIAMENTO COMUNE DI POMARICO"

STATO DI FATTO PROFILO LONGITUDINALE A-B, METANODOTTO "FERRANDINA-PISTICCI"

STATO DI FATTO

DN 250 (10") - 24 bar

METANODOTTO PISTICCI-FERRANDINA

DISOR-151622-07

Cod. Cartesio

Revisione

0

Comm.

Cod.tec.

DN 150 (6") - 24 bar

METANODOTTO ALL.TO COMUNE DI POMARICO

Difesa trasversale briglia in gabbioni

Materassi metallici

PARTICOLARI COSTRUTTIVI