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.