Single Access Roads DWG Block for AutoCAD

single access – Roads

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

scale, plant, detail single access, unless otherwise indicated, thickness, color, plot with monochromatic tracing

Raw text data extracted from CAD file:

Escala PLANTA CA=99.55 CI N°Ex(25) CRe=97.32 CRs=97.30 H=2.18 CA=99.59 CI N°18 CRe=98.47 CRs=98.45 H=1.12 CA=99.66 CI N°22 CRs=98.66 H=1.0 CA=99.67 CI N°7 CRe=98.11 CRs=98.09 H=1.56 CA=99.77 CI N°6 CRe=98.29 CRs=98.27 H=1.48 CA=99.87 CI N°5 CRe=98.68 CRs=98.66 H=1.19 CA=100.16 CI N°4 CRe=99.06 CRs=99.04 H=1.10 CA=100.38 CI N°3 CRe=99.29 CRs=99.27 H=1.11 CA=100.62 CI N°2 CRe=99.49 CRs=99.47 H=1.13 CA=100.86 CI N°1 CRs=99.86 H=1.0 CA=101.13 CI N°11 CRs=100.13 H=1.0 CA=101.04 CI N°19 CRe=99.43 CRs=99.41 H=1.61 CI N°12 CA=100.55 CI N°13 CRs=99.55 H=1 CA=100.18 CI N°14 CRs=99.18 H=1.0 CA=99.85 CI N°21 CRe=98.58 CRs=98.48 H=1.27 CA=99.89 CI N°Ex CRe=97.75 CRs=97.73 H=2.13 CA=100.51 CI N°30 CRs=99.51 H=1.0 CA=100.37 CI N°31 CRs=99.37 H=1.0 CA=100.25 CI N°32 CRs=99.25 H=1.0 CA=100.15 CI N°33 CRs=99.15 H=1.0 CA=100.94 CI N°24 CRe=98.99 CRs=98.97 H=1.95 CA=100.82 CI N°25 CRe=98.82 CRs=98.80 H=2.0 CA=100.69 CI N°26 CRe=98.64 CRs=98.62 H=2.05 CA=100.59 CI N°27 CRe=98.47 CRs=98.45 H=2.12 CA=100.46 CI N°28 CRe=98.34 CRs=98.32 H=2.12 CA=99.57 CI N°8 CRe=97.92 CRs=97.90 H=1.65 31 31 31 35 35 31 73 18.1 CRs=97.64 H=1.82 44 19.7 20.8 16.5 28.5 48.8 36.5 35.5 33 43 33.3 33 33 13 100.58 62 9 10 22 48.4 64.3 33.7 48.7 49.6 61.9 63.5 100 63 21.8 100.29 22.3 21 53.3 51.8 54.5 53.8 54 20.7 76 CA=99.43 CI N°9 CRs=97.72 H=1.69 CRe=97.74 CA=99.48 CI N°10 CRe=97.66 Clleg=97.54 CA=100.77 CRs=99.77 H=1.0 CA=99.91 CI N°15 CRs=98.91 H=1.0 CA=99.76 CI N°16 CRs=98.76 H=1.0 CA=99.74 CI N°17 CRs=98.74 H=1.0 CA=100.58 CI N°20 CRe=99.10 CRs=99.08 H=1.48 CA=99.79 CI N°23 CRs=98.79 H=1.0 CA=100.29 CI N°34 CRe=98.07 CRs=98.05 H=2.22 CA=100.14 CI N°29 CRs=99.14 H=1.0 Clleg=97.92 Clleg=97.79 CRA.S.=97.78 CRA.S.=98.45 CRA.S.=98.73 CRe=99.50 CRe=99.29 CRe=99.10 CRe=98.83 CRe=98.50 CRe=98.13 CRe=98.25 CRe=98.23 CRe=98.58 CRe=98.83 CRe=98.71 CRe=98.61 CRe=98.51 CRe=98.21 \A1;20m \A1;15m \A1;9m \A1;15m \A1;20m \A1;1m \A1;350 \A1;15m \A1;R15m \A1;R15m \A1;100 \A1;350 \A1;350 \A1;100 \A1;9m \A1;7m \A1;10m \A1;350 \A1;90°m \A1;20m PARA EL TRANSITO DE CAMIONES MAS DE DOS EJES CONSIDERAR CUÑA DE 40M LARGO \A1;20m FAJA DE ANCHO FISCAL \A1;7m 5 5 5 5 5 5 5 5 5 5 \A1;PC \A1;FC \A1;FC \A1;PC \A1;V 1 5 5 5 5 5 5 \A1;LINEA OFICIAL 5 \A1;BERMA 5 \A1;EJE CALZADA \A1;V \A1;R=15 \A1;V \A1;R=15 5 <> PARA EL TRANSITO DE CAMIONES MAS DE DOS EJES CONSIDERAR CUÑA DE 40M LARGO <> FAJA DE ANCHO FISCAL \A1;(TUICION VIALIDAD MOP) \A1;(TUICION VIALIDAD MOP) \A1;LINEA DE CERCO 1:200 DETALLE ACCESO UNICO 5 SALVO INDICACIÓN CONTRARIA Nº 2 3 6 7 5 9 8 4 CUALQUIER OTRO COLOR 0.10 1 GROSOR 0.65 0.65 0.40 0.05 0.05 0.15 COLOR 0.35 0.20 0.10 ESCALA PLOTEO 1:1 30 0.20 32 0.60 150 0.60 160 0.60 170 0.05 PLOTEO CON TRAZADO MONOCROMATICO 9 0.10