Road Type N DWG Block for AutoCAD

Road type Nroad type N

Drawing labels, details, and other text information extracted from the CAD file (Translated from French):

water pipe, final lift medea, water tower, track, beni slimane, medea, sounding, cfpa, existing fence cfpa, zimmermann fence, topographic station, legend:, number of poles, natural terrain odds, sill lengths, deviations tn – longrine, distance between axes, cumulative distances, distances between longrins, elevation wall of fence, democratic and popular Algerian republic, wilaya: medea, daira: beni-slimane, municipality: beni-slimane, title:, index, original edition – for approval, date, modifications, type, wbs code, f-wbs code, size, rev, folio, scale, verified, drawn, b.ait ali, approved, m.beddiar, project:, topographic survey, visa

Raw text data extracted from CAD file:

NE E SE S SW W NW N \A1;15.52 MS H=597.63 B=594.27 HM=3.36 MS H=600.74 B=597.56 HM=3.18 conduite d’eau LEVE FINALE MEDEA CHATEAU D’EAU STA4 STA5 piste piste piste Route existante RN 18 Beni slimane Médea Sondage Y=1. 800 Y=1. 850 Y=1. 900 Y=1. 950 Y=2. 000 Y=2. 050 X=. 950 X=1. 000 X=1. 050 X=1. 100 X=1. 150 X=1. 200 800 Y=1. 850 Y=1. 900 Y=1. 950 Y=1. 000 Y=2. 050 Y=2. X=. 950 X=1. 000 X=1. 050 X=1. 100 X=1. 150 X=1. 200 CFPA Cloture existante CFPA Limite de terrain 150mx188m Cloture zimmermann Station topographique Legende : PTF02 CP=594.80 CT=594.50 PTF04 CP=594.30 CT=594.00 PTF06 CP=597.85 CT=597.55 PTF07 CP=598.10 CT=597.80 PTF05 CP=596.10 CT=595.80 PTF08 CP=597.60 CT=597.30 PTF09 CP=597.10 CT=596.80 PTF10 CP=594.00 CT=590.00 PTF11 CP=597.50 CT=597.20 PTF12 CP=597.00 CT=596.70 PTF13 CP=597.\fArial|b0|i0|c186|p32;15 CT=596.80 PTF03 CP=594.30 CT=594.00 600.50 600.00 599.50 599.50 599.50 599.00 599.00 599.00 599.00 599.00 599.00 599.00 599.00 599.00 599.00 599.00 599.00 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.50 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 598.00 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.00 597.00 597.00 597.00 597.00 597.00 597.00 597.00 597.00 596.50 596.50 596.50 596.50 596.50 596.50 596.50 596.50 596.50 596.50 596.50 596.00 596.00 596.00 596.00 596.00 596.00 596.00 596.00 596.00 596.00 596.00 596.00 595.50 595.50 595.50 595.50 595.50 595.50 595.50 595.50 595.50 595.00 595.00 595.00 595.00 595.00 595.00 595.00 595.00 594.50 594.50 594.50 594.50 594.50 594.50 594.50 594.50 594.00 594.00 594.00 594.00 594.00 594.00 594.00 593.50 PTF01 CP=595.30 CT=595.00 Profil n°: CLO01 Echelle en X : 1/500 Echelle en Y : 1/100 PC : 590.00 m Numéro de poteaux R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 Cotes Terrain Naturel 597.78 597.90 598.13 598.26 598.27 598.38 598.48 598.57 598.67 598.68 598.80 598.94 599.00 598.97 598.96 598.95 598.95 598.94 Cotes Longrine 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 Ecarts TN – Longrine -0.28 -0.40 -0.63 -0.76 -0.77 -0.88 -0.98 -1.07 -1.17 -1.18 -1.30 -1.44 -1.50 -1.47 -1.47 -1.46 -1.45 -1.45 -1.44 -1.44 Distance entre axes 3.50 3.20 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 Distances cumulées 0.00 3.50 6.70 11.70 12.00 17.00 22.00 27.00 32.00 32.30 37.30 42.30 47.30 52.30 52.60 57.60 62.60 67.60 72.60 72.90 Ecarts entre longrines Détail (type de joint ) Elevation mur de clôture Profil n°: CLO01 Echelle en X : 1/500 Echelle en Y : 1/100 PC : 590.00 m Numéro de poteaux R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 Cotes Terrain Naturel 597.78 597.90 598.13 598.26 598.27 598.38 598.48 598.57 598.67 598.68 598.80 598.94 599.00 598.97 598.96 598.95 598.95 598.94 Cotes Longrine 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 Ecarts TN – Longrine -0.28 -0.40 -0.63 -0.76 -0.77 -0.88 -0.98 -1.07 -1.17 -1.18 -1.30 -1.44 -1.50 -1.47 -1.47 -1.46 -1.45 -1.45 -1.44 -1.44 Distance entre axes 3.50 3.20 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 Distances cumulées 0.00 3.50 6.70 11.70 12.00 17.00 22.00 27.00 32.00 32.30 37.30 42.30 47.30 52.30 52.60 57.60 62.60 67.60 72.60 72.90 Ecarts entre longrines Détail (type de joint ) Elevation mur de clôture 597.50 Echelle en X : 1/500 Echelle en Y : 1/100 PC : 590.00 m Numéro de poteaux R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 R23 R24 R25 R26 R27 R28 R29 R30 R31 R32 R33 R34 R35 R36 R37 R38 R39 R40 R41 R42 R43 R44 R45 R46 R47 R48 R49 R50 R51 R52 Cotes Terrain Naturel 598.88 598.86 598.77 598.64 598.52 598.40 598.40 598.40 598.34 598.26 598.18 598.08 597.98 597.89 597.79 597.53 597.33 597.14 596.94 596.72 596.48 596.24 596.03 596.02 596.03 596.04 595.96 595.87 595.86 595.78 595.69 595.60 595.59 595.85 595.94 595.99 596.06 596.07 596.14 596.21 596.28 596.35 596.39 596.43 596.47 596.50 Cotes Longrine 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.50 597.15 597.15 597.15 597.15 596.45 596.45 596.45 595.75 Ecarts TN – Longrine -1.38 -1.36 -1.27 -1.14 -1.02 -0.90 -0.90 -0.90 -0.84 -0.76 -0.68 -1.02 -0.93 -0.83 -0.74 -1.34 -1.08 -0.88 -1.39 -1.19 -0.98 -0.73 -0.50 -0.28 -0.27 -0.29 -0.30 -0.22 -0.13 -0.13 -0.04 0.05 0.13 0.14 0.14 -0.12 -0.21 -0.27 -0.34 -0.41 -0.48 -0.56 -0.63 -0.63 -0.68 -0.72 -0.76 -0.79 Distance entre axes 0.30 1.50 3.50 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 5.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 5.00 5.00 5.00 5.00 0.30 Distances cumulées 0.00 0.30 1.80 5.30 10.30 15.30 20.30 20.60 25.60 30.60 35.60 40.60 40.90 45.90 50.90 55.90 60.90 66.20 71.20 76.20 81.20 86.20 86.50 91.50 96.50 101.50 106.50 106.80 111.80 116.80 121.80 126.80 127.10 132.10 137.10 142.10 147.10 147.40 152.40 157.40 162.40 167.40 167.70 172.70 177.70 182.70 187.70 188.00 193.00 198.00 203.00 208.00 Ecarts entre longrines Détail (type de joint ) 597.50 597.15 596.45 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 595.70 0.35m 0.70m 0.75m Type 02 Type 03 Type 03 Profil n°: CLOTURE 01 Elevation mur de clôture Partie 02:R01-R52 595.70 595.70 594.70 594.70 595.70 597.50 5 597.50 594.00 596.80 597.15 15% VOIE EXISTANTE RN28 REPUBLIQUE ALGERIENNE DEMOCRATIQUE ET POPULAIRE WILAYA : MEDEA DAIRA : BENI-SLIMANE COMMUNE : BENI-SLIMANE \W6.80737; \W7.17662; SARL STAGMA \W7.17662; CONSTRUCTION TITRE: Indice 0 Edition Originale – Pour Approbation Date Modifications TYPE WBS CODE F-WBS CODE SIZE REV PL N° FOLIO ECHELLE A 01 01 1/1 1/500 Verifié Dessiné B.AIT ALI Approuvé M.BEDDIAR M.BEDDIAR \W2.84679; Ma\Lî\Ltre de l’ouvrage de l’ouvrage : \W6.80737; \W7.12900; EPE SPA FRIGOMEDIT \W7.31947; ETUDE ET REALISATION D’UNE PLATE FORME LOGISTIQUE DE FROID (15.000M3) A BENI-SLIMANE WILAYA DE MEDEA PROJET : LEVE TOPOGRAPHIQUE PD VISA 04/I/15 01-08-2015 1 Modification de la limite de terrain 150.00m*188.00m 31-12-2015