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175.00
175.00
170.00
165.00
165.00
160.00
160.00
160.00
160.00
155.00
155.00
155.00
155.00
150.00
150.00
150.00
150.00
150.00
150.00
145.00
145.00
145.00
145.00
140.00
140.00
140.00
140.00
140.00
140.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
135.00
130.00
130.00
130.00
130.00
130.00
130.00
130.00
130.00
130.00
130.00
125.00
125.00
125.00
125.00125.00
125.00
125.00
125.00
125.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
120.00
115.00115.00
115.00
115.00
115.00
115.00
115.00115.00
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
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
105.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
Arc73.09
Ligne
L=16.02
Gis=26.85 gr
ArcL=151.92R=105.00
Ligne
L=93.61
Gis=334.74 gr
Arc
L=
39.15
R=100
.00Lig
neL=
30.0
0
Gis=30
9.81
gr
Arc
L=34
.51
R=100
.00
Ligne
L=37.93
Gis=331.78 gr
Arc
L=27
.24
R=100
.00
Ligne
L=84
.95
Gis=31
4.44 g
r
Arc
L=30.16
R=70.00
Ligne
L=89.29
Gis=341.87 gr
ArcL= 58.36R=104.00
LigneL= 34.55Gis=377.60 grArc
L=46.47R=80.00
Ligne
L=46.64
Gis=340.62 gr
ArcL=39.90R=45.00
LigneL=
28.48Gis=397.07 gr Arc
L=67.48R=90.00
Ligne
L=28.22
Gis=349.35 gr
Arc
L=68
.01
R=82.0
0
Lign
eL=
26.5
5G
is=29
6.55
gr
ArcL=91.97R=52.00
LigneL=
27.21Gis= 9.15 gr
ArcL=40.91R=50.00
Ligne
L= 31.31
Gis=357.07 gr
ArcL=37.94R=55.00
LigneL= 144.74
Gis=0.99 gr
Clothoïde
L=36.30
A=-57.15
Rip=-0.61
Arc
L=30.75
R=90.00
Clothoïde
L=36.30
A=57.15
Rip=0.61
Ligne
L=133.51
Gis=
48.41 gr
ArcL=108.17
R=600.00
>> -2.50%
<< 2.50%
<< 3.22%
<< 3.22%
>> -0.36%
<< 2.77%
<< 3.22%
<< 3.22%
>> -3.22%
>> -3.22%
>> -2.75%
<< 0.48%
>> -3.22%
>> -3.22%
<< 3.22%
<< 3.22%
<< 3.22%
<< 3.22%
<< 3.22%
<< 3.22%
>> -2.50%
<< 2.50%
>> -3.73%
>> -3.73%
>> -3.73%
>> -3.73%
>> -3.73%
>> -3.73%
>> -2.50%
<< 2.50%
>> -3.17%
>> -3.17%
>> -2.83%
>> -0.33%
>> -3.17%>> -3.17%
<< 3.51%<< 3.51%
<< 0.23%
<< 2.96%
<< 3.51%
<< 3.51%
>> -4.67%
>> -4.67%
>> -3.32%>> -0.21%
>> -4.67%
>> -4.67%
<< 3.35%
<< 3.35%
<< 0.10%<< 2.88%
<< 3.35%
<< 3.35%
<< 3.48%
<< 3.48%
>> -2.50%
<< 2.50%
<< 3.48%
<< 3.48%
>> -4.32%
>> -4.32%
>> -2.50%
<< 2.50%
>> -4.32%
>> -4.32%
<< 4.41%
<< 4.41%
<< 0.78%
<< 3.41%
<< 4.41%
<< 4.41%
>> -4.19%
>> -4.19%
>> -4.19%>> -4.19%
>> -4.19%
>> -4.19%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -3.35%
>> -3.35%
>> -3.35%
>> -3.35%
>> -3.35%
>> -3.35%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
PK 10
X= 160600
X= 160800
X= 161000
X= 161400
X= 161600
Y= 4
1060
0
Y= 4
1080
0
Y= 4
1080
0
Y= 4
1100
0
Y= 4
1100
0
Y= 4
1120
0
Y= 4
1120
0
Y= 4
1140
0
Y= 4
1140
0
Y= 4
1160
0
Y= 4
1160
0
Y= 4
1180
0
Y= 4
1180
0
Y= 4
1200
0
OH 10-350Pont cadre 5.00 x 2.0018.89 ml
P243 P244
P246
Pr =9338.54m
P247Pr =9358.12m
P248
Pr =9377.69m
P249
Pr =9407.69m
P250 Pr =9424.95m
P251
Pr =9442.20m
P252 Pr =9480.13m
P253
Pr =9493.75m
P254
Pr =9507.37m
P255
Pr =9592.32mP2
56
Pr =9607.40m
P257
Pr =9622.48m
P258
Pr =9711.77m
P259
Pr =9740.95m
P260
Pr =9770.13m
P261
Pr =9804.68m
P262
Pr =9827.91m
P263
Pr =9851.15m
P264 Pr =9897.78m
P265
Pr =9917.74m
P266
Pr =9937.69m
P267
Pr =9966.17m
P268
Pr =9999.91m
P269
Pr =10033.64m
P270
Pr =10061.86m
P271 Pr =10095.86m
P272
Pr =10129.87m
P273
Pr =10156.41m
P274
Pr =10202.40m
P275
Pr =10248.39m
P276
Pr =10275.59m
P277
Pr =10296.05m
P278
Pr =10316.50m
P279
Pr =10347.81m
P280
Pr =10366.78m
P281
Pr =10385.76m
P282
Pr =10530.50m
P283
Pr =10566.79m
P284
Pr =10582.17m
P285
Pr =10597.54m
P286
Pr =10633.83m
P287
Pr =10767.34m
P288
Pr =10821.43m
P289
Pr =10875.51m
P290
Pr =9291.74m
P246-1
Pr =9549.85m
P255
-1
Pr =9667.13m
P258-1
Pr =10435.76m
P282-1
Pr =10485.76m
P282-2
Pr =10683.83m
P287-1
Pr =10733.83m
P287-2
Pr =10925.51m
P290-1
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.
P252
P253
P254
P255
P255
-1
P256
P257
P258
P258
-1
P259
P260
P261
P262
P263
P264
P265
P266
P267
P268
P269
P270
P271
P272
P273
P274
P275
P276
P277
P278
P279
P280
P281
P282
P282
-1
P282
-2
P283
P284
P285
P286
P287
P287
-1
P287
-2
P288
151.
54
153.
95
154.
86
155.
72
158.
40
160.
60
160.
53
160.
04
156.
95
152.
98
150.
39
147.
62
144.
53
142.
79
140.
85
136.
73
135.
15
133.
61
130.
77
127.
47
124.
73
122.
58
119.
48
116.
41
114.
44
110.
58
106.
79
103.
77
101.
50
100.
31
99.4
2
99.2
5
98.8
5
98.8
1
99.3
4
101.
60
104.
24
105.
94
107.
55
110.
69
112.
08
112.
68
112.
52
9442
.20
9480
.13
9493
.75
9507
.37
9549
.85
9592
.32
9607
.40
9622
.48
9667
.13
9711
.77
9740
.95
9770
.13
9804
.68
9827
.91
9851
.15
9897
.78
9917
.74
9937
.69
9966
.17
9999
.91
1003
3.64
1006
1.86
1009
5.86
1012
9.87
1015
6.41
1020
2.40
1024
8.39
1027
5.59
1029
6.05
1031
6.50
1034
7.81
1036
6.78
1038
5.76
1043
5.76
1048
5.76
1053
0.50
1056
6.79
1058
2.17
1059
7.54
1063
3.83
1068
3.83
1073
3.83
1076
7.34
151.
82
154.
08
154.
89
155.
70
158.
23
159.
72
159.
71
159.
41
156.
87
152.
99
150.
45
147.
91
144.
90
142.
88
140.
86
136.
80
135.
07
133.
33
130.
85
127.
92
124.
98
122.
53
119.
57
116.
61
114.
30
110.
30
106.
30
104.
4610
3.95
102.
39
101.
12
99.7
1
99.1
7
98.8
8
98.8
3
98.9
8
99.1
5
99.3
5
101.
37
102.
94
104.
43
105.
82
107.
20
108.
09
110.
02
110.
60
111.
84
112.
16
112.
53
112.
68
112.
84
0.29
0.13
0.03
-0.0
3
-0.1
7
-0.8
8
-0.8
2
-0.6
3
-0.0
8
0.01
0.06
0.29
0.37
0.09
0.01
0.07
-0.0
8
-0.2
8
0.08
0.44
0.25
-0.0
6
0.09
0.20
-0.1
4
-0.2
8
-0.4
9
-0.0
60.
17
0.89
0.81
0.29
-0.0
8
0.03
-0.0
1
0.16
0.05
0.02
-0.2
3
0.16
0.19
-0.1
3
-0.3
5
-0.8
0
-0.6
6
-0.0
1
-0.0
3
0.08
-0.3
9
0.00
0.32
17.26 37.93 13.62 13.62 42.47 42.47 15.08 15.08 44.64 44.64 29.18 29.18 34.55 23.23 23.23 46.64 19.95 19.95 28.48 33.74 33.74 28.22 34.00 34.00 26.55 45.99 45.99 21.16 6.05 20.45 20.45 31.31 18.97 18.97 21.30 28.70 34.48 15.52 44.74 19.72 16.58 15.37 15.37 9.83 26.46
11.6
8
29.40 8.93 20.64 29.36 33.51 51.48
RC = -800.00 L = 116.85RAMPE L = 152.96 m P = 5.95 % RC = 1500.00 L = 137.51PENTE L = 600.95 m P = -8.70 % RC = 945.00 L = 79.98RAMPE
L = 63.18 mP = 0.50 %
RC = -800.00L = 38.14
RAMPEL = 57.16 mP = 9.00 %
RC = -800.00
L = 29.57
RAMPEL = 29.40 mP = 4.20 %
RAMPE L = 114.35 m P = 0.50 %
R = 100.00 m
L = 34.51 m
DROITEL = 37.93 m
R = 100.00 mL = 27.24 m
DROITEL = 84.95 m
R = 70.00 mL = 30.16 m
DROITEL = 89.29 m
R = 104.00 mL = 58.36 m
DROITEL = 34.55 m
R = 80.00 mL = 46.47 m
DROITEL = 46.64 m
R = 45.00 m
L = 39.90 m
DROITEL = 28.48 m
R = 90.00 mL = 67.48 m
DROITEL = 28.22 m
R = 82.00 m
L = 68.01 m
DROITEL = 26.55 m
R = 52.00 m
L = 91.97 m
DROITEL = 27.21 m
R = 50.00 m
L = 40.91 m
DROITEL = 31.31 m
R = 55.00 m
L = 37.94 m
DROITEL = 144.74 m
R = 90.00 mL = 30.75 m
DROITEL = 133.51 m R = 600.00 m
L = 108.17 m
PK 10
Poin
t hau
t15
9.75
98.8
1Po
int b
as
Etabli :
N° PIECE :
EchelleModificationsDateIndice
AI09/03/201 Etablissement du Plan
Phase :--- -
5_PROJ_Liaison_M-P_A0_ECW.dwg
1/2000
5-08
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° 08
PC : 87.00 m
Situation
Papaïchton
Maripasoulla
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.