Download - 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

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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

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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.

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