Highway Intersection DWG Section for AutoCAD

ROAD INTERSECTION AT LEVEL; FOUR DIFFERENT TYPES OF CURVES AT EDGE ROAD

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

main road, valley of the, easter, relief, tube water, buried, spout, old mother, river, road, herd barraquito, antiproject :, plane no., date :, scale :, student: Miguel Mendez, general plan, note: roads, all measurements are given in meters unless another unit is indicated., secondary roads, road sections, north, displaced circular curve, simple circular curve

Raw text data extracted from CAD file:

\A1;3.60 \A1;3.60 \A1;3.60 \A1;1.80 \A1;3.60 \A1;3.60 \A1;3.60 \A1;1.80 \A1;3.30 \A1;3.30 \A1;1.80 \A1;3.30 \A1;3.30 \A1;1.80 \A1;6.00 C L VIALIDAD PRINCIPAL ANCHO =15.60 (C/CANAL; INCLUYE HOMBRILLO) 3.599999999976717 2% 3.599999999976717 3.599999999976717 1.800000000046566 3.599999999976717 2% 3.599999999976717 3.599999999976717 1.800000000046566 C L VIALIDAD PRINCIPAL 3.300000000046566 2% 3.300000000046566 1.800000000046566 3.300000000046566 2% 3.300000000046566 1.800000000046566 5 ANCHO =08.40 (C/CANAL; INCLUYE HOMBRILLO) \A1;49.35 \A1;10.80 \A1;6.00 \A1;10.80 \A1;1.80 \A1;1.80 \A1;0.60 \A1;3.60 \A1;3.60 \A1;3.60 \A1;1.80 \A1;3.60 \A1;3.60 \A1;3.60 \A1;1.80 \A1;3.30 \A1;3.30 \A1;1.80 \A1;3.30 \A1;3.30 \A1;1.80 \A1;6.00 165 162 161 163 163 165 160 162 163 165 160 170 162 165 165 167 162 167 160 170 167 163 162 177 175 170 165 164.37 164.37 170 VALLE DE LA PASCUA EL SOCORRO TUBO AGUA ENTERRADO 10″ ENTERRADO 10″ TUBO AGUA TUBO AGUA 10″ ENTERRADO CAÑO MADRE VIEJA R I O R I O 160 160 160 160 160 160 163 162 163 C A R R E T E R A 163 163 163 162 164 164 HATO BARRASQUITO 164.37 164.37 R3002 R3001 168.09 R2983 173.49 173.74 R2983 R2984 173.49 173.74 165 165 169 N62600 N62575 E463800 E463850 E463900 E463950 E464050 E464000 E464100 E464150 E464200 E464250 E464300 E464350 E464400 E464450 E464500 E464550 E464600 E464650 E464700 E464750 E463700 E463750 N62550 E463650 E463600 E463550 E463500 E463450 E463400 E463350 E463300 E463250 E463200 E462950 E463000 E463050 E463100 E463150 N62700 N62750 N62800 N62850 N62900 N62950 N63000 N63050 N63100 N63150 N63200 N63250 N63300 N63350 N63400 N63450 N63500 N63550 N63600 WB-19 – 30 1.5 15:1 WB-15 – 18 1.2 15:1 041 O11 O31 O32 O33 O21 O22 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+232 1+232 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+777 0+777 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+710 0+710 TC4 CT4 CT1 TC1 P21 49.34612399991602 B P5 P6 P7 OI 5 6.0 10.79999999993015 5 5 5 A P9 P10 P11 P14 \U+03B1 TC2 C1C2 C2C3 CT2 CT3 TC3 C2C3 C1C2 O23 A ANTPROYECTO: PLANO No. FECHA: AGO/2011 ESCALA: 1:2000 ALUMNO: MIGUEL MENDEZ PLANO GENERAL NOTA: C.I: 11.712.070 VIALIDAD INTERSECCION DE 4 RAMAS TODAS LAS MEDIDAS ESTAN DADAS EN METROS A MENOS QUE SE INDIQUE OTRA UNIDAD. ANCHO =31.20 (C/CANAL; INCLUYE HOMBRILLO) 3.600000000000023 3.600000000000023 3.600000000000023 1.800000000000011 3.599999999906856 3.600000000000023 3.600000000000023 1.800000000000011 C L VIALIDAD SECUNDARIA 3.300000000093121 3.300000000000011 1.800000000093178 3.300000000000068 3.300000000093121 1.800000000000011 5 ANCHO =16.80 (C/CANAL; INCLUYE HOMBRILLO) VIALIDAD PRINCIPAL SECCIONES VIALES C L NORTE CURVA CIRCULAR DESPLAZADA CURVA CIRCULAR SIMPLE CURVA CIRCULAR COMPUESTA DE 3 CENTROS – ASIMETRICA CURVA CIRCULAR COMPUESTA DE 3 CENTROS – CANALIZADA