Direct Measurement – Topography DWG Block for AutoCAD

Direct Measurement – Topography DWG Block for AutoCAD

Plane that shows an aerial survey by the method direct mensuration

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

spreadsheet direct measurement, pos, dist. inclined, pt. obs., pt. est., partial, prom, cumulative, polygonization form, horizontal distance, vertical distance, vertical angle, pto. est., inclined distance, iii, angle of the triangle, spreadsheet calculation of the dimensions, final level, vertical accumulation, vertical angle, level with respect to the ground, project, topographic, project, direct measurement, univ.rafael a. peñaloza, univ. hernan condori., auxiliaries, aliaga morals adalit j., university, location map, reference, normal, ihh, level coordinate, ground field, the scale of the plane, new quadrant of the point, final coordinates, coordinates with respect to the first axis, graph coordinates, final level of the last point

Raw text data extracted from CAD file:

PLANILLA MEDICIÓN DIRECTA \f@MS Mincho|b1|i0|c0|p49;Universidad Mayor de San Andrés \f@MS Mincho|b0|i0|c0|p49; \f@MS Mincho|b1|i0|c0|p49; Facultada de Ingeniería Ingeniería civil Topografia I CIV - 213 Doc. Ing. Wilfred Gutierrez \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Rafael Alejandro Peñaloza \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Hernan Condori Proyecto:\LMEDICION DIRECTA \f@MS Mincho|b1|i0|c0|p49;\lLugar donde se tomaron los datos \f@MS Mincho|b0|i0|c0|p49;: Cota Cota \H0.99996x; CI. 6955655 LP.\f@MS Mincho|b0|i0|c0|p49;\H1.1667x; \f@MS Mincho|b1|i0|c0|p49;\H0.85714x;fecha\f@MS Mincho|b0|i0|c0|p49;\H0.83334x; : \H1.2x;08/10/09 \Q11;\LObservaciones \Q11;\LReviso: \LDistancia Horizonta\ll \LDistancia Vertical \LAngulo Vertical POS DIST. INCLINADA Pto. Obs. Pto. EST. + - Parcial Parcial Prom Prom Acumulada Acumulada PLANILLA DE POLIGONACION \f@MS Mincho|b1|i0|c0|p49;Universidad Mayor de San Andrés \f@MS Mincho|b0|i0|c0|p49; \f@MS Mincho|b1|i0|c0|p49; Facultada de Ingeniería Ingeniería civil Topografia I CIV - 213 Doc. Ing. Wilfred Gutierrez \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Rafael Alejandro Peñaloza \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Hernan Condori Proyecto:Poligonacion\H1.4x; \f@MS Mincho|b1|i0|c0|p49;\H0.71429x;Lugar\f@MS Mincho|b0|i0|c0|p49;: \H0.8x;Entre la calle 30 y el "IHH"\H1.25x; \f@MS Mincho|b1|i0|c0|p49;Ubicación\f@MS Mincho|b0|i0|c0|p49;: Cota Cota Grupo\f@MS Mincho|b0|i0|c0|p49; \H0.66667x;: \H1.75x;3 \f@MS Mincho|b1|i0|c0|p49;\H0.85714x;fecha\f@MS Mincho|b0|i0|c0|p49;\H0.83334x; : \H1.2x;2/10/09 \Q11;\LObservaciones \Q11;\LReviso: Distancia Horizontal Distancia Vertical Angulo Vertical POS DIST. INCLINADA Pto. Obs. PTO. EST. + - Parcial Parcial Prom Prom Acumulada Acumulada 11 30.95 34.102 32.491 AUX\H2.3333x; B. A. B. B. AUX\H2.3333x; C AUX\H2.3333x; B. AUX\H2.3333x; C C. C. AUX\H2.3333x; D. AUX\H2.3333x; D. D. D. E. E. A. P1 P2 P1 AUX\H2.3333x; A. AUX\H2.3333x; A. A. P1 B. P1 C. P1 D. P1 E. P2 AUX\H2.3333x; \H0.42858x;2\H2.3333x; A. 20.70 20.68 18.91 18.92 32.60 32.58 28.25 28.20 34.50 34.47 20.45 20.48 37.80 37.50 44.70 44.67 24.64 24.68 27.21 27.20 31.49 31.48 36.40 35.99 30.95 30.96 45.20 45.23 42.45 42.43 33.91 33.89 I V I V I V I V I V I V I V I V I V I V I V I V I V I V I V I V 11 11 7 7 11 11 10 10 9 9 6 6 8 8 8 8 1 1 0 0 14 14 11 11 9 9 3 3 3 3 12 12 20.319 20.300 18.769 18.778 32.001 32.981 28.821 27.772 34.075 34.046 20.338 20.368 37.432 37.135 44.265 44.235 24.636 24.676 27.21 27.20 31.555 31.545 36.731 35.329 30.569 30.579 45.138 45.168 42.392 42.372 33.169 33.149 20.3095 18.7735 32.491 28.2965 34.0605 20.353 37.2835 44.2500 24.656 27.205 31.5500 36.0300 30.5740 45.1530 42.3820 33.1590 3.9497 3.9459 20.3095 39.083 32.491 60.7875 34.0605 54.4135 37.2835 44.2500 24.656 27.205 58.7550 36.0300 30.5740 45.1530 42.3820 33.1590 3.94780 3.94780 2.3045 2.3057 2.30510 1.6427 6.2203 6.2165 6.21842 6.21842 4.90556 4.89687 4.901215 1.317205 5.39698 5.39229 5.394638 5.394638 2.13760 2.14074 2.139171 7.533809 5.26074 5.21899 5.239865 5.239865 6.22103 6.21686 6.218946 6.218946 0.43003 0.43073 0.43038 0.43038 0.00000 0.00000 0.000000 0.000000 7.61812 7.61570 7.617560 7.617560 6.94544 6.86721 6.906331 6.906331 4.84165 4.84321 4.842430 4.842430 2.36558 2.36716 2.366368 2.366368 2.22166 2.22061 2.221137 2.221137 7.05028 7.04612 7.048204 7.048204 distancia inclinada Y X \LCuadrante del Punto respecto del polo 1 I II III IV Angulo del triangulo Pto. \H0.65716x;vertice + - Distancia radio "C" X´ Y´ X total X´ ±Xp1 Y total Y´ ± Yp1 D 2 \LProyecto de Medición Directa \f@MS Mincho|b1|i0|c0|p49;Universidad Mayor de San Andrés \f@MS Mincho|b0|i0|c0|p49; \f@MS Mincho|b1|i0|c0|p49; Facultada de Ingeniería Ingeniería civil Topografia I CIV - 213 Doc. Ing. Wilfred Gutierrez \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Rafael Alejandro Peñaloza \f@MS Mincho|b1|i0|c0|p49;Aux\f@MS Mincho|b0|i0|c0|p49;. Univ. Hernan Condori Proyecto: Medición Directa \f@MS Mincho|b1|i0|c0|p49; Ubicación del terreno\f@MS Mincho|b0|i0|c0|p49;: \H0.99999x;Cota Cota \H0.8x;AREA ESTIMADA DEL TERRENO:\H1.25x; CI. 6955655 LP.\f@MS Mincho|b0|i0|c0|p49;\H1.1667x; \f@MS Mincho|b1|i0|c0|p49;\H0.85714x;fecha\f@MS Mincho|b0|i0|c0|p49;\H0.83334x; : \H1.2x;08/10/09 \Q11;\LObservaciones \Q11;\LReviso: Planilla Calculo de las Cotas Cota del polo 1 Cp1 = 3302.441 Pto. \H0.65716x;vertice Cota Final Acumulada vertical Ángulo vertical Cota respecto del suelo Pto. \H0.65716x;Observado \LGracias a la planilla de medicion Directa ya contamos con los datos de las acumulaciones . AUX\H2.3333x; B. A. B. B. AUX\H2.3333x; C AUX\H2.3333x; B. AUX\H2.3333x; C C. C. AUX\H2.3333x; D. AUX\H2.3333x; D. D. D. E. E. A. P1 P2 P1 AUX\H2.3333x; A. AUX\H2.3333x; A. A. 2.221137 3302.87 N A B C D E A B C D E 41061.5766 6099.4711 -16270287 -11203.7387 -1802.2094 -36193.8768 -19139.5007 33725.6108 43207.0714 15998.0065 P1 P2 PROYECTO Topografico Esc.1:50 Proyecto Medicion Directa ZONA. Cota Cota CALLE. 30 Fecha 08/10/09. Univ.Rafael A. Peñaloza Univ. Hernan Condori. Auxiliares Aliaga Morales Adalit J. Universitario PLANO DE UBICACION ESC. 1:1000 TIPO: LAMINA 1/1 REFERENCIA Normal IHH Calle 30 COTA COTA cancha de tierra La escala del plano es de 1:315 Nuevo Cuadrante del Punto I II III IV Azimut\H0.57143x; Pto. \H0.65716x;vertice X´ Y´ X2 Y2 Coordenadas finales Coordenadas respecto al primer eje A B C D E P2 282.5 282.5 282.5 282.5 282.5 282.5 -31856.4256 30394.9545 -378.5238 -7237.9208 53551.7806 3943.5134 43214.5809 57399.623 54017.5072 6091.2692 40658.0065 25040.358 -36193.8768 -1802.2094 -19139.5007 33725.6168 41061.5766 43207.0714 43030.6105 -11203.7387 6099.4711 -16270.287 21552.4901 1014.0534 Coordenadas del grafico \LTOPOGRAFIA \H0.71429x; Pto. \H0.65716x;vertice Cota Final Del ultimo punto Acumulada vertical signo\H1.2353x; \H0.7143x; Ángulo Pto. \H0.65716x;Observado AUX\H2.3333x; B. A. B. B. AUX\H2.3333x; C AUX\H2.3333x; B. AUX\H2.3333x; C C. C. AUX\H2.3333x; D. AUX\H2.3333x; D. D. D. E. E. A. P1 P2 -1.6427 -1.317205 7.533809 5.239865 6.218946 0.43038 3302.87 - + - + - - + + - 3299.564846 3308.41586 3307.098655 3304.804711 3311.023657 \Lcual esta por debajo\fBell MT|b0|i0|c0|p18;\H1.75x;\l B. C. B. A. D. C. E. D. A. E. P2 \LCOTAS DE LOS PRINCIPALES PUNTOS -526.1321

Language	Spanish
Drawing Type	Block
Category	Handbooks & Manuals
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	aerial, autocad, block, direct, DWG, measurement, method, plane, shows, survey, topography