Pièce
03_03-01 PL CP2, CP3 et CP6.pdf · 943 mots · du marché « RHI Lacazera Phase 2 - travaux de voirie et routes », dossier de consultation officiel.
2.54m
1.74m
0.40m
0.06m
COMMUNE DE MAMOUDZOU
0.06m
0.01m
-0.44m
-0.05m
VILLAGE DE CAVANI_MTSAPERE
-0.15m
-0.21m
0.03m
Opération :
0.18m
RHI LACAZERA ET CAVANI 2 & 3
0.19m
0.24m
Phase : DCE
0.31m
Maître d'œuvre :
0.27m
ETG
Axe : CP_03_ 3 rue Georges Pompidou
-0.04m
Echelle X : 1/86 BP 58
0.01m
0.25m
Echelle Z : 1/86
Plan Comp : 31.8
97660 DEMBENI Tél : 02 69 61 11 62 Fax : 02 69 61 46 88
32.10
32.35
33.22
34.02
35.08
36.26
37.42
38.53
39.79
41.15
42.19
43.20
44.25
44.38
44.88
45.84
46.18
48.65
49.45
Terrain
3_3 - Profil en long CP2, CP3 et CP6
32.35
32.36
33.18
34.29
35.39
36.50
37.61
38.72
39.82
40.93
42.04
43.15
44.26
44.44
44.44
46.24
46.24
51.19
51.19
Projet Linéaire
Pentes terrain
19.12% 23.67% 15.95% 21.31% 23.56% 23.15% 22.32% 25.21% 27.02% 20.84% 20.19% 21.00% 16.30% 33.03% 26.81% 22.63% 24.94% 33.30%
Numéro de tabulation ECHELLE : DATE : ETABLI PAR : RÉFÉRENTIEL :
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P1
P2
P3
P4
P5
P6
P7
P8
P9
Distances partielles 1.32 3.68 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 0.83 1.50 3.60 1.50 9.90 2.41 1/86 11/02/2026 FRa RGM23
Distances cumulées Indice Date Objet
10
15
20
25
30
35
40
45
50
55
56
57
61
62
72
75
0
1
5
L = 1.25m L = 55.90m L = 1.50m L = 4.02m L = 1.50m L = 11.07m L = 2.41m A 11/02/2026 Création
Pentes et rampes
P = 0.0% P = 22.15% P = 0.0% P = 50.0% P = 0.0% P = 50.0% P = 0.0%
L = 1.32m L = 17.27m L = 13.21m L = 6.22m L = 9.02m L = 8.37m L = 9.06m L = 10.26m
Alignts. et courbes
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers gauche
Mensura
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers droit
9.22
0.50m
1.90m
2.36m
Z : 68.87
3.71
0.27m
Z : 66.32
-0.08m
0.23m
7.87
Z : 64.82 5.93
COUPE 1
-0.31m
-0.58m
-0.23m
-0.23m
0.10m
2.00
Z : 62.37
0.15m
-1.03m
2.40
3.66
4.80
-1.23m
-0.60m
0.13m
Z : 58.62
5.37
-1.06m
-0.84m
-0.36m
Z : 57.27
-0.21m
-0.17m
35.88
-0.02m
2.60 6.00 21.58 3.90 1.80
1.09m
Z : 54.12
3.07m
1.86m
-0.16m
COUPE 1 Z : 53.07
-0.07m
0.19m
2.46m
3.58m
2.72m
1.62m
3.00
Z : 50.97
3.85
-0.14m
0.14m
0.85
Axe : CP_02
Axe : CP_06
2.35
3.50
3.50
Echelle X : 1/54
Echelle Z : 1/54 Echelle X : 1/175
Echelle Z : 1/175
Plan Comp : 30.7
Plan Comp : 45.8
37.50
35.33
34.73
33.87
33.04
32.23
31.58
Terrain
66.97
66.51
66.41
66.05
65.13
64.59
64.20
63.85
63.85
63.45
62.27
61.05
60.42
59.68
59.46
58.49
57.48
57.44
54.28
52.89
50.78
48.51
47.40
48.25
49.35
50.00
51.21
Terrain
38.00
35.48
34.37
33.85
32.97
32.09
31.72
Projet Linéaire
68.87
68.87
66.33
66.32
64.82
64.82
63.62
63.62
63.62
62.42
62.37
59.82
59.82
58.62
58.62
58.62
57.27
57.27
54.12
53.97
50.97
50.97
50.97
50.97
50.97
53.07
53.07
Projet Linéaire
-33.91%
Pentes terrain
-43.50% -27.22% -30.79% -16.53% -16.26% -22.12% Pentes terrain
-11.44% -1.86% -9.55% -30.83% -16.27% -6.82% -0.09% -16.58% -19.87% -24.03% -17.07% -31.01% -8.13% -46.11% -37.56% -0.76% -50.09% -53.71% -35.07% -35.92% -22.39% 17.15% 20.80% 15.41% 81.12%
Numéro de tabulation
Numéro de tabulation
p1
p2
p3
p4
p5
p6
p7
p10
p11
p12
p13
p14
p15
p16
p17
p18
p19
p20
p21
p22
p23
p24
p25
p26
p27
p1
p2
p3
p4
p5
p6
p7
p8
p9
Distances partielles 5.00 2.20 2.80 5.00 5.00 2.92
Distances partielles 4.10 5.10 3.73 3.00 1.60 2.40 5.07 2.79 2.40 5.93 5.10 3.66 2.40 2.71 2.09 2.70 5.37 6.30 2.60 6.00 6.31 5.00 5.00 5.27 4.21 1.49
Distances cumulées
Distances cumulées
10
15
20
23
L = 1.50m 101
P = 0.0% 102
0
5
7
13
16
18
20
25
28
30
36
41
45
47
50
52
55
60
66
69
75
81
86
91
97
0
4
9
P = 50.38% P = 18.6% P = 17.66% L = 0.86m
L = 4.12m P = 50.0% L = 3.71m P = 50.0% L = 1.60m P = 50.0% L = 7.87m P = 50.0% P = 0.83% P = 50.0% L = 3.66m P = 50.0% L = 4.80m P = 50.0% L = 5.37m P = 50.0% L = 2.30m P = 50.0% L = 21.58m L = 4.70m
Pentes et rampes
L = 8.06m L = 2.95m L = 12.15m P = 0.0%
Pentes et rampes
L = 9.91m L = 11.81m L = 1.20m P = 0.0% L = 5.70m P = 0.0% L = 3.35m P = 0.0% L = 2.68m P = 0.0% L = 2.68m L = 5.93m L = 5.70m P = 0.0% L = 2.68m P = 0.0% L = 3.02m P = 0.0% L = 7.04m P = 0.0% L = 7.04m P = 0.0% P = 50.0%
L = 68.17m L = 28.30m L = 5.87m
Alignts. et courbes
Alignts. et courbes
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers gauche
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers gauche
?
Mensura
Mensura
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers droit
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
Dévers droit
?
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