Preventive Signals DWG Block for AutoCAD

Preventive Signals DWG Block for AutoCAD

PREVENTIVE HORIZONTAL PINTS IN ROADS

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

bidirectional delineators, eyeliner, eraser, epoxy, minimum, plant, elevation, detail, glue, minimum, government, of the work of Peruvians, peru, forbidden overtaking zone, distance min. of visibility, horizontal curve, yellow traffic, yellow, traffic paint, visibility distance, prohibited, overtaking zone, from d to c, continuous line with paint, demarcation of the pavement, from d to b, line of visibility, overtaking, from a to c, when the visibility distance is equal to or less than that shown in, pavement and its placement will be according to the yellow, that meets the requirements of the norm for paints, always on the axis of the roadway, the paint to be used will be colored, in meters, not: radios in meters, zone of prohibition, graphic, berm, yellow paint, traffic, white paint, warning zone, vertical curve, continuous line, dashed line , white, technical specifications., the following graph: intersection Panamericana Norte, Sayan, Lima, Barranca, Panamericana Highway north, Huaura, yellow line, white line, line of stop with pedestrian crossing, preferential road, line stop , pedestrian promenade, min., valid for horizontal curves, reflective, foundations :, painting :, inscription :, armor :, concrete :, milestone milestone, foundations:, concrete cyclopean, with black bands according to the design, kilometer milestone specifications, with three hands of enamel paint., the posts will be painted white, concrete, cut cc, eyeliner poles, filling with, project management, sub management of studies

Raw text data extracted from CAD file:

\A1;7.50 \A1;0.75 \A1;3.00 \A1;3.00 \A1;0.75 \A1;4.50 \A1;7.50 \A1;12.00 \A1;.10 \A1;.10 \A1;.10 \A1;Vel > 60 km/h = 100 m; Vel < 60 km/h = 50 m \A1;ZONA DE PREAVISO \A1;1.20m \A1;1.20 \A1;1.20m \A1;.50 \A1;.50 \A1;6.00 \A1;2.10 \A1;3.00 \A1;1.00 \A1;.50 \A1;0.500 \A1;1.00 \A1;2.10 \A1;7.50 \A1;10 cms \A1;1.8 cms \A1;REFLECTANTE \A1;7.5 cms .10 \A1;0.10 \A1;0.30 \A1;0.60 \A1;0.25 \A1;7.5 cms \A1;REFLECTANTE \A1;1.8 cms \A1;10 cms \A1;7.50 TACHAS DELINEADORAS BIDIRECCIONALES DELINEADORA TACHA colocadas @ 3.00m ESC. 1:5 EPOXICO MINIMO PLANTA ELEVACION DETALLE ESC. 1:5 -1220.126482150558 MINIMO -1220.126482150558 -1220.126482150558 -1220.126482150558 MINIMO PEGAMENTO minimo -1220.126482150558 10 cms. DETALLE E D Ú L R P E R L B Ú E P C I A Gobierno del Trabajo de peruanos Perú Zona de adelantamiento prohibido Distancia min. de visibilidad de A A CURVA HORIZONTAL S/E AMARILLA DE TRAFICO AMARILLA PINTURA DE TRAFICO DISTANCIA DE VISIBILIDAD P R O H I B I D O ZONA DE ADELANTAMIENTO B de D hasta C C D LINEA CONTINUA CON PINTURA DEMARCACION DEL PAVIMENTO de D hasta B Zona de adelantamiento prohibido Linea de visibilidad adelantamiento de A hasta C C B PLANTA D CUANDO LA DISTANCIA DE VISIBILIDAD SEA IGUAL O MENOR A LA MOSTRADA EN ALCANCE O PASE A OTRO VEHICULO EN CURVAS HORIZONTALES Y/O VERTICALES, 2- SE UTILIZARA UNA LINEA CONTINUA EN LA LINEA CENTRAL PARA PROHIBIR EL PAVIMENTO Y SU COLOCACION ESTARA DE ACUERDO A LAS AMARILLO QUE CUMPLA CON LOS REQUISITOS DE LA NORMA PARA PINTURAS DEL SIEMPRE EN EL EJE DE LA CALZADA, LA PINTURA A EMPLEAR SERA DE COLOR 1- LA LINEA CENTRAL TANTO EN TANGENTES COMO EN CURVAS DEBE TRAZARSE EN METROS DISTANCIA DE VISIBILIDAD N O T AS: 200 400 RADIOS EN METROS 100 100 200 300 ZONA DE PROHIBICION 500 G R A F I C O 300 7.50 5 3.00 3.00 5 4.50 7.50 12.00 Berma Berma .10 .10 .10 PINTURA AMARILLA DE TRAFICO PINTURA BLANCA DE TRAFICO PINTURA BLANCA DE TRAFICO PLANTA (ZONA RURAL) ESC. 1:200 Vel > 60 km/h = 100 m; Vel < 60 km/h = 50 m ZONA DE PREAVISO 1.20m 1.20 1.20m CURVA VERTICAL DEMARCACION DEL PAVIMENTO A B C D LINEA CONTINUA AMARILLA AMARILLA LINEA DISCONTINUA BLANCA LINEA CONTINUA S/E S/E ESPECIFICACIONES TECNICAS. EL SIGUIENTE GRAFICO: DEMARCACION DEL PAVIMENTO INTERSECCION PANAMERICANA NORTE S/E SAYAN LIMA BARRANCA CARRETERA PANAMERICANA NORTE 5 5 5 5 5 5 5 HUAURA Distancia min. de visibilidad de adelantamiento Linea de visibilidad LINEA AMARILLA LINEA AMARILLA LINEA BLANCA LINEA DE PARE CON PASO PEATONAL ESC. 1:200 VIA PREFERENCIAL LINEA DE PARE PASEO PEATONAL 0.0 MIN. MIN. 1.00 0.0 VALIDO PARA CURVAS HORIZONTALES TACHA DETALLE 10 cms. 7.50 minimo PEGAMENTO MINIMO 10 cms 1.8 cms REFLECTANTE MINIMO 7.5 cms DELINEADORA ESC. 1:5 DETALLE ELEVACION PLANTA MINIMO EPOXICO ESC. 1:5 TACHAS DELINEADORAS BIDIRECCIONALES colocadas @ 3.00m CIMENTACION: PINTURA: INSCRIPCION: ARMADURA: CONCRETO: HITO KILOMETRICO 2.5 CIMENTACION : CONCRETO CICLOPEO f'c=140 Kg/cm2+30%PM. 17cm. 5.5 6 5.5 21cm. 5 2.5 2.5 10 ~ CON BANDAS NEGRAS DE ACUERDO AL DISENO EN BAJO RELIEVE DE 12mm. DE PROFUNDIDAD. ACERO DE REFUERZO #3 ESTRIBOS DE ALAMBRE ESPECIFICACIONES HITO KILOMETRICO CON TRES MANOS DE PINTURA ESMALTE. N° 8 A 0.15 LONG. 1.20m. 0.50x0.50 EN CONCRETO CICLOPEO. LOS POSTES SERAN PINTADOS DE BLANCO 175 Kg/cm 2 \A1;2.5 \A1;12.5 \A1;12.5 \A1;12.5 \A1;12.5 \A1;12.5 \A1;12.5 \A1;77.50 \A1;42.50 \A1;50.00 cm. \A1;50.00 cm. \A1;120.00cm: 3d3/8" CONCRETO f'c=175 kg/cm2 CORTE C-C Esc. 1/2.5 5 d1/8"@.15m Tubo PVC d4" 5 C C POSTES DELINEADORES ESC. 1:10 5 5 5 CONCRETO f'c=175 kg/cm2 CONCRETO f'c=175 kg/cm2 Tubo PVC d4" RELLENO CON GERENCIA DE PROYECTOS SUB GERENCIA DE ESTUDIOS

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, DWG, horizontal, roads, schilder, Signage, signals, SIGNS, sinalização