Razante Stroke Road DWG Block for AutoCAD

Razante Stroke Road DWG Block for AutoCAD

It is an example of how to present a blueprint for engineering courses

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

savanna, miletrajes, ground dimensions, ground level, grade line -, teacher: ing manuel borja, vertical curved staking, alt. cut, alt. filling, longitudinal profile, ing. of roads, piv, pcv, ptv, elevation pcv, km pcv, elevation piv, km piv, elevation ptv, km ptv, light beam, analysis of vertical curves, where :, piv: inflection point, l: length of vertical curve , origin of, coordinates:, x: dist. horiz between kilometer to rethink and km pcv, and: dif. of level between the pcv and a point in the curve, dimensions of any point of the vertical line :, axis x, axis y, kilom. a, stake out, ground axis

Raw text data extracted from CAD file:

TAMAÑOS DE PAPEL (cm) A4 A3 A2 A1 29.7x21 42 x 29.7 59.4 x 42 84.1 x 59.4 25.9x19.8 A4 38.3 x 27.3 A3 55.7 x 39.6 A2 A1 80.4 x 57.0 TAMAÑOS MAXIMOS DE PLOTEO ESC 1/100 (cm) 89 x 69 SABANA SABANA 85.3 x 66.6 \A1;L \A1;Dp/Da \A1;h2 \A1;h1 \A1;L \A1;Dp \A1;h \A1;L \A1;X1 \A1;X2 \A1;Y1 \A1;Y2 \A1;L/2 \A1;L/2 1202 1204 1206 1208 1210 1212 1214 1216 1+000 1+020 KILOMETRAJES COTAS TERRENO COTAS RASANTE TRAZO DE RASANTE - Docente: Ing Manuel Borja Esc. H=1/1000 V=1/100 1+040 1+060 1+080 1+100 1209.400 1211.198 1212.407 1214.781 1215.832 1215.405 1+120 1+140 1+160 1215.832 1+180 1+200 1+220 1211.714 1210.518 1204 1206 1208 1210 REPLANTEO CURVA VERTICAL PLOTEAR A ESCALA 1/1000 1+240 1+260 1+280 1+300 1+320 1+340 1212 1214 1216 1215.174 1213.764 1209.804 1208.816 1209.137 1208.524 1209.030 1209.838 1211.379 ALT. CORTE ALT. RELLENO PERFIL LONGITUDINAL ING. DE CAMINOS B) Curvas Cóncava: A) Curva Convexa: L PIV PCV PTV + p1% - p2% Dp/Da h2 h1 Cota PCV Km PCV COTA PIV Km PIV Cota PTV Km PTV L Dp Cota PCV Km PCV COTA PIV Km PIV Cota PTV Km PTV - p1% + p2% PIV PCV PTV rayo luminoso ANALISIS DE CURVAS VERTICALES PCV: Punto inicio curva vertical (Km PCV= Km PIV-L/2) DONDE: PTV: Punto término curva vertical (Km PTV= Km PIV+L/2) PIV: Punto de inflexión p1%, p2%: Pendientes de entrada y salida de la curva h1: Altura ojo conductor s/rasante: 1.07m h2: Altura objeto s/rasante: 0.15m (para Da: h2=1.30) L : Longitud de curva vertical Dp/Da : Dist. Visibilidad Parada/Adelantamiento h h: Altura faros delanteros: 0.61m C) Replanteo Geométrico: L PIV PCV PTV + p1% - p2% Y = + X1 X2 Y1 Y2 Origen de Coordenadas: -A.X p1.X 2 200 L 100 A : Dif. algebraica de pendientes (%) Cota Pto. =Cota PCV + Y X: Dist. Horiz. entre Kilometraje a replantear y Km PCV Y: Dif. de nivel entre el PCV y un punto en la curva X = L.p1 A L/2 L/2 Ubicación del Pto. más alto/bajo de la curva: Cota PCV=Cota PIV + (-%p1*L/2) Cotas de cualquier punto de la Rasante: Eje X Eje Y Kilom. a Replantear Imprimir en A4 OFFSET: -5m OFFSET: +5m EJE TERRENO

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, blueprint, courses, DWG, engineering, HIGHWAY, pavement, present, Road, route, stroke