![Page 1: Planche 04-[P82 - P109] · 2020. 4. 16. · p107-1 p108 p109 p110 p111p112p113 p113-1 p114 p115 p116 p117p118p119 p120 p121 p122 p122-1 p123 p124 p125 p126 p127 p128 p129 p130 p131](https://reader035.vdocuments.com.br/reader035/viewer/2022071410/6104a7619bfa9300a610981f/html5/thumbnails/1.jpg)
155.00
150.00
145.00
140.00
135.00
130.00
130.00
125.00
125.00
125.00
120.00
120.00
120.00
120.00
120.00
120.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
115.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
110.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
5
29
67
28
100
99
gr
ArcL=43.51R=70.00
Ligne
L= 136.16
Gis=396.43 gr
ArcL= 20.62R=500.00
Ligne
L= 81.53
Gis=399.06 gr
ArcL= 29.61R=500.00
LigneL= 59.69Gis= 2.83 gr
ArcL= 15.36R=500.00
Ligne
L= 99.64Gis= 0.87 gr
ArcL= 47.68R=500.00
LigneL= 56.52Gis= 6.94 gr
ArcL= 25.45R=500.00
LigneL= 48.52Gis=10.18 gr
ArcL= 44.68R=500.00
LigneL= 133.37Gis= 4.49 gr
ArcL= 28.27R=115.00
Ligne
L=43.59
Gis=388.85 gr
ArcL= 92.94R=100.00
LigneL=
25.51Gis=48.01 gr
Arc
L=46.71
R=52.00
LigneL=
20.89G
is=105.19 gr
ArcL=72.56
R=55.00
LigneL= 52.30Gis=21.21 grArc
L= 54.88R=115.00
Ligne
L= 192.62
Gis=390.82 gr
ArcL=67.70R=61.00
Ligne
L=27.62
Gis=61.47 gr
ArcL=23.28
R=95.00
LigneL=
29.80Gis=45.88 gr
ArcL= 35.23R=100.00
LigneL= 24.85Gis=23.45 grArc
L=35.86R=56.00
Ligne
L=8.09
Gis=382.68 gr
<< 3.73%
<< 3.73%
<< 3.73%<< 3.73% << 3.73%
<< 3.73%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50% >> -2.50%
<< 2.50% >> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
>> -3.22%
>> -3.22%
>> -2.84%>> -0.24%
>> -3.22%
>> -3.22%
>> -4.32%
>> -4.32%
>> -2.50%
<< 2.50%
>> -4.32%
>> -4.32%
<< 4.19%
<< 4.19%
<< 0.42%
<< 3.24%
<< 4.19%<< 4.19%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
<< 3.06%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -3.98%
>> -3.98%
>> -3.12%
>> -0.21%
>> -3.98%
>> -3.98%
<< 3.28%
<< 3.28%
>> -2.50%
<< 2.50%
<< 3.28%
<< 3.28%
<< 3.22%
<< 3.22%
>> -2.50%
<< 2.50%
<< 3.22%
<< 3.22%
<< 4.15%
<< 4.15%
>> -2.50%
<< 2.50%
<< 4.15%
<< 4.15%
>> -6.00%
>> -6.00%
>> -2.54%
<< 2.40%
PK 4 PK 5
X= 162600
X= 162600
X= 162800
X= 162800
X= 163000
X= 163200
Y= 407600
Y= 407600
Y= 407800
Y= 407800
Y= 408000
Y= 408000
Y= 408200
Y= 408200
Y= 408400
Y= 408400
Y= 408600
Y= 408600
Y= 408800
Y= 408800
Y= 409000
Y= 409000
OH 4-290Ø8009.24 ml
Pr =3785.93m
P102
Pr =3807.68m
P103
Pr =3829.44m
P104
Pr =3965.59m
P105
Pr =3975.90m
P106
Pr =3986.21m
P107 Pr =4067.74m
P108
Pr =4082.54m
P109
Pr =4097.35m
P110
Pr =4157.03m
P111
Pr =4164.72m
P112
Pr =4172.40m
P113
Pr =4272.04m
P114
Pr =4295.88m
P115
Pr =4319.72m
P116
Pr =4376.24m
P117
Pr =4388.97m
P118
Pr =4401.69m
P119
Pr =4450.21m
P120
Pr =4472.55m
P121
Pr =4494.89m
P122 Pr =4628.26m
P123
Pr =4642.40m
P124
Pr =4656.53m
P125
Pr =4700.12m
P126
Pr =4746.58m
P127
Pr =4793.05m
P128
Pr =4818.57m
P129
Pr =4841.92m
P130
Pr =4865.27m
P131
Pr =4886.16m
P132Pr =4922.44m
P133
Pr =4958.72m
P134
Pr =5011.02m
P135
Pr =5038.46m
P136
Pr =5065.90m
P137
Pr =5258.52m
P138
Pr =5292.37m
P139
Pr =5326.22m
P140
Pr =5353.85m
P141
Pr =5365.48m
P142
Pr =5377.12m
P143
Pr =5406.92m
P144
Pr =5424.54m
P145
Pr =5442.15m
P146
Pr =5467.00m
P147
Pr =5484.93m
P148
Pr =5502.86m
P149
Pr =5510.95m
P150
Pr =5532.62m
P151
Pr =5554.30m
Pr =3897.52m
P104-1
Pr =4026.97m
P107-1
Pr =4222.22m
P113-1
Pr =4561.58m
P122-1
Pr =5115.90m
P137-1
Pr =5165.90m
P137-2Pr =5215.90m
P137-3
Numéro de profils en travers
Altitudes TN
Abcisses
Altitudes Projet
Ecarts Projet - TN
Distances partielles
Pentes et rampes
Alignements droits et courbes
PC : 86.00 m
Pente / RampeArc de cercleParaboleCubique
Type de segment :
Plate-forme existante
Axe : AXE Maripasoulla Papaïchton
Echelle en X : 1/2000
Echelle en Y : 1/500
PC : 86.00 m
PK 1
Point haut114.15
103.88Point bas Point bas projet.
Point haut projet.
Point kilométrique projet.
P107
-1
P108
P109
P110
P111
P112
P113
P113
-1
P114
P115
P116
P117
P118
P119
P120
P121
P122
P122
-1
P123
P124
P125
P126
P127
P128
P129
P130
P131
P132
P133
P134
P135
P136
P137
P137
-1
P137
-2
P137
-3
P138
P139
P140
P141
P142
P143
P144
118.
25
117.
53
117.
17
116.
76
114.
9211
4.86
114.
72
114.
45
114.
62
114.
63
114.
71
114.
67
114.
70
114.
67
114.
62
114.
61
114.
56
115.
01
117.
78
118.
76
120.
11
123.
57
126.
91
127.
28
124.
91
123.
11
120.
36
117.
83
114.
67
113.
28
111.
24
109.
86
108.
95
108.
46
108.
07
106.
82
106.
86
108.
54
111.
00
112.
38
113.
06
113.
94
116.
42
4026
.97
4067
.74
4082
.54
4097
.35
4157
.03
4164
.72
4172
.40
4222
.22
4272
.04
4295
.88
4319
.72
4376
.24
4388
.97
4401
.69
4450
.21
4472
.55
4494
.89
4561
.58
4628
.26
4642
.40
4656
.53
4700
.12
4746
.58
4793
.05
4818
.57
4841
.92
4865
.27
4886
.16
4922
.44
4958
.72
5011
.02
5038
.46
5065
.90
5115
.90
5165
.90
5215
.90
5258
.52
5292
.37
5326
.22
5353
.85
5365
.48
5377
.12
5406
.92
118.
21
117.
80
117.
31
116.
93
116.
54
114.
9911
4.80
114.
64
114.
41
114.
44
114.
52
114.
55
114.
59
114.
67
114.
69
114.
71
114.
78
114.
82
114.
85
114.
91
115.
16
115.
70
116.
14
117.
83
118.
90
119.
98
123.
29
124.
67
126.
20
126.
04
124.
53
123.
31
122.
34
120.
01
117.
92
116.
57
114.
71
113.
68
113.
34
112.
98
112.
21
111.
26
109.
90
108.
9610
8.89
108.
49
108.
0810
8.04
107.
51
106.
86
106.
81
108.
26
110.
66
112.
49
113.
25
114.
02
115.
99
-0.0
4
-0.0
4
-0.2
2
-0.2
4
-0.2
2
0.07
-0.0
6-0
.08
-0.0
0
-0.0
1
-0.1
1
-0.0
8
-0.1
2
0.00
-0.0
1
0.04
0.16
0.21
0.29
0.14
0.16
0.01
-0.0
4
0.05
0.14
-0.1
4
-0.2
8
0.14
-0.7
1
-1.2
4
-0.3
8
-0.5
6
-0.7
7
-0.3
6
0.09
0.18
0.04
0.07
0.05
-0.0
3
-0.0
7
0.02
0.02
0.00
0.01
0.03
-0.0
5-0
.04
0.03
-0.0
1
-0.0
5
-0.0
9
-0.3
4
0.11
0.19
0.08
-0.4
3
22.01 18.75 14.80 14.80 59.69 7.68
7.68 28.69 21.14 49.82 23.84 23.84 56.52 12.7212.72 48.52 22.34 22.34 41.39 25.30 21.18 13.30 32.20 14.13 14.13 43.59 18.17 28.30 46.47 25.51 13.65 9.71 23.35 20.89 13.53 22.76 23.19 13.09 13.58 19.95 18.77 26.59 28.29 5.26 44.74 45.49 4.51 25.47 22.56 44.59 31.28 36.42 27.62
11.6
4
11.6
4
29.80 17.62
RC = -1500.00L = 34.49
RC = 1500.00L = 41.24
PENTE L = 110.86 m P = -2.60 %RC = 1500.00
L = 46.47RAMPE L = 335.20 m P = 0.15 %
RC = 800.00L = 34.64
RAM
PE L
= 1
3.30
m P
= 3
.25
%
RC = -650.00 L = 113.94RAMPE L = 87.58 m P = 7.60 %RC = 625.00
L = 45.95
PENTEL = 67.47 m
P = -10.00 %
RC = -800.00
L = 19.95
PENTEL = 26.67 mP = -2.60 %
RC = 800.00L = 33.55
PENTEL = 45.36 mP = -5.10 %
RC = -1500.00
L = 29.98PENTE L = 90.23 m P = -0.90 % RC = 800.00 L = 75.88
PENTEL = 22.56 mP = -2.90 %
RAMPE L = 155.00 m P = 6.60 %
DROITEL = 81.53 m R = 500.00 m
L = 29.61 m
DROITEL = 59.69 m
R = 500.00 mL = 15.36 m DROITE
L = 99.64 m R = 500.00 mL = 47.68 m
DROITEL = 56.52 m R = 500.00 m
L = 25.45 m
DROITEL = 48.52 m
R = 500.00 mL = 44.68 m DROITE
L = 133.37 m
R = 115.00 mL = 28.27 m DROITE
L = 43.59 mR = 100.00 m
L = 92.94 m
DROITEL = 25.51 m
R = 52.00 m
L = 46.71 m
DROITEL = 20.89 m
R = 55.00 m
L = 72.56 m
DROITEL = 52.30 m
R = 115.00 mL = 54.88 m DROITE
L = 192.62 mR = 61.00 m
L = 67.70 m
DROITEL = 27.62 m
R = 95.00 m
L = 23.28 m
DROITEL = 29.80 m
PK 5
Poin
t hau
t12
6.54
114.
41Po
int b
as
106.
52Po
int b
as
Etabli :
N° PIECE :
EchelleModificationsDateIndice
AI09/03/201 Etablissement du Plan
Phase :--- -
5_PROJ_Liaison_M-P_A0_ECW.dwg
1/2000
5-04
DCE
Remise à niveau et aménagement de laPiste reliant les communes de
MARIPASOULA et PAPAÏCHTON
DirectionGénérale desTerritoires et de laMer
Eléments GéométriquesPlan des Aménagements
Dossier de Consultationdes Entreprises
Vue en Plan - ECW - Profil en LongPlanche n° 04
PC : 87.00 m
Situation
PapaïchtonMaripasoulla
LEGENDE :Emprise plate-forme existante.Axe plate-forme existante.
Point kilométrique projet.PK 1Courbe de niveau (équidistance 1m)
Lignes
Arcs / Cercles
Liaisons (Clothoïdes / Cubiques)
Droites de prolongement au PI
Eléments géométriques de l'axe :Ligne
L= 134.51Gis=386.13 gr
ArcL= 72.30R=100.00Clothoïde
L= 37.86A= 61.53Rip= 0.60
L - longeurGis - gisement
L - longeurR - rayon
L - longeurA - paramètreRip - ripage
Cadastre.Fossé.
Axe projet.
Chaussée.Accotement.Déblais.Remblais.
OH 0-305Ø80019.37 ml
Ouvrage hydrauliqueNuméro de l'ouvrageDiamètreLongueur
Dégagement d'emprise.
