Planche 08-[P190 - P217]€¦ · Pr =10597.54m P286 Pr =10633.83m P287 Pr =10767.34m P288 Pr...
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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 .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 0 140.00 135.00 135.00 135.00 135.00 135.00 135.00 135.00 135.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 130.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 125.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 115.00 115.00 115.00 115.00 115.00 115.00 115.00 115.00 115.00 115.00 115.0 115.00 115.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 110.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 105.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 Arc 9 Ligne L= 16.02 Gis= 26.85 gr Arc L= 151.92 R= 105.00 Ligne L= 93.61 Gis=334.74 gr Arc L= 39.15 R= 100.00 Ligne L= 30.00 Gis=309.81 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=314.44 gr Arc L= 30.16 R= 70.00 Ligne L= 89.29 Gis=341.87 gr Arc L= 58.36 R= 104.00 Ligne L= 34.55 Gis=377.60 gr Arc L= 46.47 R= 80.00 Ligne L= 46.64 Gis=340.62 gr Arc L= 39.90 R= 45.00 Ligne L= 28.48 Gis=397.07 gr Arc L= 67.48 R= 90.00 Ligne L= 28.22 Gis=349.35 gr Arc L= 68.01 R= 82.00 Ligne L= 26.55 Gis=296.55 gr Arc L= 91.97 R= 52.00 Ligne L= 27.21 Gis= 9.15 gr Arc L= 40.91 R= 50.00 Ligne L= 31.31 Gis=357.07 gr Arc L= 37.94 R= 55.00 Ligne L= 144.74 Gis= 0.99 gr C l o t h o ï d e L = 3 6 . 3 0 A = - 5 7 . 1 5 R i p = - 0 . 6 1 Arc L= 30.75 R= 90.00 C l o t h o ï d e L = 3 6 . 3 0 A = 5 7 . 1 5 R i p = 0 . 6 1 Ligne L= 133.51 Gis= 48.41 gr Arc L= 108.17 R= 600.00 PK 10 X= 160600 X= 160800 X= 161000 X= 161400 X= 161600 Y= 410600 Y= 410800 Y= 410800 Y= 411000 Y= 411000 Y= 411200 Y= 411200 Y= 411400 Y= 411400 Y= 411600 Y= 411600 Y= 411800 Y= 411800 Y= 412000 OH 10-350 Pont cadre 5.00 x 2.00 18.89 ml 3 P244 246 Pr =9338.54m P247 Pr =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 =9592.32m P256 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 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 P290 Numéro de profils en travers Altitudes TN Abcisses Altitudes Projet Ecarts Projet - TN Distances partielles Pentes et rampes Alignements droits et courbes Pente / Rampe Arc de cercle Parabole Cubique 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 haut 114.15 103.88 Point 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 99.42 99.25 98.85 98.81 99.34 101.60 104.24 105.94 107.55 110.69 112.08 112.68 112.52 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 10033.64 10061.86 10095.86 10129.87 10156.41 10202.40 10248.39 10275.59 10296.05 10316.50 10347.81 10366.78 10385.76 10435.76 10485.76 10530.50 10566.79 10582.17 10597.54 10633.83 10683.83 10733.83 10767.34 151.82 154.08 154.89 155.70 158.23 159.72 159.71 159.41 156.87 152.99 150.45 147.91 144.90 142.88 140.86 136.80 135.07 133.33 130.85 127.92 124.98 122.53 119.57 116.61 114.30 110.30 106.30 104.46 103.95 102.39 101.12 99.71 99.17 98.88 98.83 98.98 99.15 99.35 101.37 102.94 104.43 105.82 107.20 108.09 110.02 110.60 111.84 112.16 112.53 112.68 112.84 0.29 0.13 0.03 -0.03 -0.17 -0.88 -0.82 -0.63 -0.08 0.01 0.06 0.29 0.37 0.09 0.01 0.07 -0.08 -0.28 0.08 0.44 0.25 -0.06 0.09 0.20 -0.14 -0.28 -0.49 -0.06 0.17 0.89 0.81 0.29 -0.08 0.03 -0.01 0.16 0.05 0.02 -0.23 0.16 0.19 -0.13 -0.35 -0.80 -0.66 -0.01 -0.03 0.08 -0.39 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 11.68 29.40 8.93 20.64 29.36 33.51 51.48 RC = -800.00 L = 116.85 RAMPE L = 152.96 m P = 5.95 % RC = 1500.00 L = 137.51 PENTE L = 600.95 m P = -8.70 % RC = 945.00 L = 79.98 RAMPE L = 63.18 m P = 0.50 % RC = -800.00 L = 38.14 RAMPE L = 57.16 m P = 9.00 % RC = -800.00 L = 29.57 RAMPE L = 29.40 m P = 4.20 % RAMPE L = 114.35 m P = 0.50 % m m DROITE L = 37.93 m R = 100.00 m L = 27.24 m DROITE L = 84.95 m R = 70.00 m L = 30.16 m DROITE L = 89.29 m R = 104.00 m L = 58.36 m DROITE L = 34.55 m R = 80.00 m L = 46.47 m DROITE L = 46.64 m R = 45.00 m L = 39.90 m DROITE L = 28.48 m R = 90.00 m L = 67.48 m DROITE L = 28.22 m R = 82.00 m L = 68.01 m DROITE L = 26.55 m R = 52.00 m L = 91.97 m DROITE L = 27.21 m R = 50.00 m L = 40.91 m DROITE L = 31.31 m R = 55.00 m L = 37.94 m DROITE L = 144.74 m R = 90.00 m L = 30.75 m DROITE L = 133.51 m R = L = PK 10 Point haut 159.75 98.81 Point bas Etabli : N° PIECE : Echelle Modifications Date Indice AI 09/03/20 1 Etablissement du Plan Phase : - - - - 5_PROJ_Liaison_M-P_A0_ECW.dwg 1/2000 5-08 DCE Remise à niveau et aménagement de la Piste reliant les communes de MARIPASOULA et PAPAÏCHTON Direction Générale des Territoires et de la Mer Eléments Géométriques Plan des Aménagements Dossier de Consultation des Entreprises Vue en Plan - ECW - Profil en Long Planche n° 08 PC : 87.00 m Situation Papaïchton Maripasoulla LEGENDE : Emprise plate-forme existante. Axe plate-forme existante. Point kilométrique projet. PK 1 Courbe de niveau (équidistance 1m) Lignes Arcs / Cercles Liaisons (Clothoïdes / Cubiques) Droites de prolongement au PI Eléments géométriques de l'axe : Ligne L= 134.51 Gis=386.13 gr Arc L= 72.30 R= 100.00 Clothoïde L= 37.86 A= 61.53 Rip= 0.60 L - longeur Gis - gisement L - longeur R - rayon L - longeur A - paramètre Rip - ripage Cadastre. Fossé. Axe projet. Chaussée. Accotement. Déblais. Remblais. OH 0-305 Ø800 19.37 ml Ouvrage hydraulique Numéro de l'ouvrage Diamètre Longueur Dégagement d'emprise.
Transcript of Planche 08-[P190 - P217]€¦ · Pr =10597.54m P286 Pr =10633.83m P287 Pr =10767.34m P288 Pr...
![Page 1: Planche 08-[P190 - P217]€¦ · 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](https://reader035.fdocumentos.com/reader035/viewer/2022063005/5fafe80183554a0a0a2e9ca2/html5/thumbnails/1.jpg)
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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%
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<< 2.50%
>> -2.50%
<< 2.50%
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>> -3.35%
>> -3.35%
>> -2.50%
<< 2.50%
>> -2.50%
<< 2.50%
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<< 2.50%
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<< 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.
AutoCAD SHX Text
N
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