Topographic Map Field DWG Block for AutoCAD

MAP junior Olympic SURVEYING FIELD OF UNIVERSITY BUILDING WITH ITS RESPECTIVE TABLE

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

side, c o o r d e n a d a s, distance, course, east, center of curve, david mar morales – kevin de j. basto cruz – carlos a. balam hernández – joshua lamb chant, ing. roberto vázquez pereira, instituto tecnológico de mérida, lifting with station, construction table

Raw text data extracted from CAD file:

1 2 3 4 5 6 CUADRO DE CONSTRUCCION OVALO INTERIOR (OI) LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 40.4945 158.8376 1 3 S 83°05’14.05″ W 63.951 3 32.7975 95.3516 CENTRO DE CURVA 2 34.8643 127.3106 DELTA = 173°34’30.16″ LONG. CURVA = 97.021 RADIO = 32.026 SUB.TAN.= 570.593 3 4 S 08°58’15.13″ E 100.011 4 -65.9905 110.9466 4 6 N 80°53’00.03″ E 63.933 6 -55.8606 174.0720 CENTRO DE CURVA 5 -60.8862 142.5030 DELTA = 179°51’25.34″ LONG. CURVA = 100.346 RADIO = 31.967 SUB.TAN.= 25,622.901 6 1 N 08°59’04.19″ W 97.552 1 40.4945 158.8376 AREA = 9,413.014 m2 PERIMETRO = 394.9302 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CUADRO DE CONSTRUCCION OVALO EXTERIOR (OE) LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 7 -7.7283 191.9955 7 9 N 81°20’10.16″ W 76.044 9 3.7267 116.8195 CENTRO DE CURVA 8 -14.6952 152.4731 DELTA = 142°40’40.11″ LONG. CURVA = 99.936 RADIO = 40.132 SUB.TAN.= 118.830 9 10 N 08°38’19.42″ W 10.339 10 13.9487 115.2665 10 11 S 81°26’47.91″ W 7.524 11 12.8297 107.8265 11 12 S 08°58’38.54″ E 165.062 12 -150.2103 133.5835 12 13 N 81°36’46.16″ E 7.439 13 -149.1253 140.9425 13 14 N 08°58’35.66″ W 10.568 14 -138.6863 139.2935 14 16 N 59°43’24.67″ E 77.779 16 -99.4723 206.4635 CENTRO DE CURVA 15 -110.2064 167.6985 DELTA = 150°24’8.17″ LONG. CURVA = 105.588 RADIO = 40.224 SUB.TAN.= 152.253 16 7 N 08°57’42.20″ W 92.878 7 -7.7283 191.9955 AREA = 13,060.425 m2 PERIMETRO = 499.3334 17 18 19 20 21 CUADRO DE CONSTRUCCION SALTO DE ALTURA (SA) LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 17 -23.9900 93.3304 17 19 S 79°13’38.14″ W 22.026 19 -28.1070 71.6924 CENTRO DE CURVA 18 -30.9074 83.4359 DELTA = 131°37’45.73″ LONG. CURVA = 27.736 RADIO = 12.073 SUB.TAN.= 26.882 19 20 S 76°06’18.44″ E 9.732 20 -30.4440 81.1394 20 21 S 09°49’01.36″ E 4.328 21 -34.7090 81.8774 21 22 N 78°45’25.49″ E 4.360 22 -33.8590 86.1534 22 23 N 08°56’26.18″ W 4.279 23 -29.6320 85.4884 23 17 N 54°15’59.47″ E 9.661 17 -23.9900 93.3304 AREA = 185.660 m2 PERIMETRO = 60.0951 22 23 24 25 CUADRO DE CONSTRUCCION LANZAMIENTO DE JABALINA (LJ) LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 24 -5.2607 47.1424 24 25 N 75°07’02.45″ W 4.644 25 -4.0680 42.6545 25 S 11°24’08.57″ E 27.988 -31.5032 48.1876 N 82°29’56.80″ E 4.160 -30.9602 52.3116 24 N 11°22’21.70″ W 26.214 24 -5.2607 47.1424 AREA= 112.659 m2 PERIMETRO =63.0051 Y=-200 Y=-175 Y=-150 Y=-125 Y=-100 Y=-75 Y=-50 Y=-25 Y=0 Y=25 X=-75 X=-50 X=-25 X=0 X=25 X=50 GRUPO: 2 CC TOPOGRAFÍA DAVID MAR MORALES – KEVIN DE J. BASTO CRUZ – CARLOS A. BALAM HERNÁNDEZ – JOSHUA CORDERO CANTO ESCALA 1:750 ING. ROBERTO VÁZQUEZ PEREIRA INSTITUTO TECNOLÓGICO DE MÉRIDA LEVANTAMIENTO CON ESTACIÓN OE OI SA LJ \W2.25253; \C1; \C1; SIMBOLOGIA \W1.18108; \C5;· \C5;OE = OVALO EXTERIOR \W1.38566; \C5; \W1.18108; \C5;· \C5;OI = OVALO INTERIOR \W1.38566; \C5; \W1.18108; \C5;· \C5;SA = SALTO DE ALTURA \W1.38566; \C5; \W1.18108; \C5;· \C5;LJ = LANZAMIENTO DE \W1.18108; \C5;JABALINA \W3.75416; \C5; \W1.18108; \C5;· \C5;SL= SALTO DE LONGITUD \C5; \W1.18108; \C5;· \C5;LB= LANZAMIENTO DE \W1.18108; \C5;BALA \W3.75416; \C5; \W1.18108; \C5;· \C5;TS= TRIPLE SALTO 26 27 28 29 30 31 32 33 CUADRO DE CONSTRUCCION SALTO DE LONGITUD (SL LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 26 -91.8079 437.4480 26 27 N 06°51’12.83″ W 50.188 27 -41.9789 431.4590 27 28 S 84°25’02.62″ W 1.737 28 -42.1479 429.7300 28 29 S 06°51’43.02″ E 50.194 29 -91.9819 435.7270 29 30 S 24°10’25.27″ W 2.755 30 -94.4949 434.5990 30 31 S 08°55’06.88″ E 8.211 31 -102.6069 435.8720 31 32 N 82°11’19.27″ E 3.914 32 -102.0749 439.7500 32 33 N 04°35’41.10″ W 8.226 33 -93.8749 439.0910 33 26 N 38°28’48.71″ W 2.640 26 -91.8079 437.4480 SUPERFICIE = 128.893 m2 34 35 36 37 38 39 40 41 CUADRO DE CONSTRUCCION TRIPLE SALTO (TP) LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 34 -136.3041 276.3554 34 35 S 82°11’19.27″ W 3.914 35 -136.8361 272.4774 35 36 S 07°03’17.00″ E 12.132 36 -148.8761 273.9674 36 37 S 29°01’13.64″ E 2.933 37 -151.4411 275.3904 37 38 S 06°53’24.07″ E 44.455 38 -195.5751 280.7234 38 39 N 83°22’05.80″ E 1.671 39 -195.3821 282.3834 39 40 N 06°52’15.64″ W 44.402 40 -151.2991 277.0714 40 41 N 14°05’11.96″ E 3.032 41 -148.3581 277.8094 41 34 N 06°52’40.83″ W 12.141 34 -136.3041 276.3554 SUPERFICIE = 129.564 m2 42 43 44 45 46 47 CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 42 -98.4498 235.5936 42 43 N 64°35’28.53″ W 1.263 43 -97.9078 234.4526 43 44 S 64°29’02.68″ W 5.154 44 -100.1278 229.8016 44 45 S 25°23’24.27″ E 11.733 45 -110.7278 234.8326 45 46 N 66°55’44.46″ E 5.129 46 -108.7178 239.5516 46 47 N 15°23’11.04″ E 1.225 47 -107.5368 239.8766 47 42 N 25°14’09.72″ W 10.046 42 -98.4498 235.5936 SUPERFICIE = 69.656 m2 SL TS LJ