Cross Pass Water In Cities DWG Detail for AutoCAD

Detail of grids and urban crossing roads.

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

Cast iron, Riverside defenzas, Geotextile, Existing land, Esc:, Existing land, kind, Exterior, Riverbed, tube, Cm. corrugated, To nearest mailbox, Esc:, cut, tube, Cm. corrugated, To nearest mailbox, cut, Esc:, plant, Esc:, soldier, Rail of, berm, Projected, track, ditch, berm, Projected, track, Rail of, tube, Welded iron in joints, Welded iron in joints, tube, tube, ditch, berm, ditch, plant, Esc:, cut, Esc:, cut, Storm drain, Entrance exit of cities, For irrigation system, Metal channel, Welded iron in joints, tube, Cm. corrugated, To nearest mailbox, Relationship of riverside defenzas, concrete:, Existing ground material, filling, Steel gates grids, Angled quarry material., Astm rules, steel:, Geotextile, Placed in caoas by mechanical means., Protection fencing, Sandy gravel bed, reinforcing steel, Technical specifications:, concrete:, Progressive, Plotter

Raw text data extracted from CAD file:

0.20 0.20 3.30 3.30 3.30 9.90 1.40 1.00 1.20 0.20 2.10 1.50 2.10 1.50 1.50 1.20 3.75 1.50 1.20 3.75 1.50 1.20 3.75 0.50 \A1;1.00000000 \A1;0.30000000 \A1;0.30000000 \A1;0.20000000 \A1;0.20000000 \A1;1.20 \A1;0.05000000 \A1;0.10160000 \A1;0.27500000 \A1;0.20000000 \A1;\fSymbol|b0|i0|c2|p18;a \A1;0.20000000 \A1;0.20000000 \A1;0.20000000 \A1;0.20000000 \A1;1.70000000 \A1;0.20000000 \A1;2.10000000 \A1;0.10000000 \A1;0.27500000 \A1;0.20000000 \A1;1.50000000 \A1;0.20000000 \A1;0.10000000 \A1;0.09999997 \A1;0.20007947 \A1;0.49715925 \A1;0.27500000 \A1;1.50000000 \A1;2.10000000 \A1;0.10000000 \A1;0.20000000 \A1;0.10000000 \A1;0.20000000 \A1;1.70000000 \A1;0.20000000 \A1;0.20000000 \A1;0.20000000 \A1;\fSymbol|b0|i0|c2|p18;a ENROCADO COLOCADO d n =1.00 DEFENZAS RIBEREÑAS 1.00 Z 1 GEOTEXTIL Z=TALUD DE TERRENO EXISTENTE ESC: 1/50 1.50 1 1 h < 5.00 TERRENO EXISTENTE TIPO 1 1.00 T=TALUD EXTERIOR 1 T=2 -1.0 LECHO DEL RIO 5 5 5 B A A B TUBO d 60 cm. CORRUGADO HACIA BUZON MAS CERCANO -12.89652403238605 -12.92628993482978 ESC: 1/25 CORTE B-B 1 1 1 1 -11.39652403238605 -11.39652403238605 -11.39652403238605 -11.39652403238605 5 5 1.20 TUBO d 60 cm. CORRUGADO HACIA BUZON MAS CERCANO CORTE A-A ESC: 1/50 PLANTA ESC: 1/50 d 3/8(LISO SOLDADO @.20) 0.076x0.076x0.010 RIEL DE 60Lb/YARDA 5 5 BERMA BERMA 5 5 PROYECTADA e PISTA CUNETA CUNETA CUNETA BERMA PROYECTADA e PISTA \fSymbol|b0|i0|c2|p18;a -1.0 -1.0 -1.0 RIEL DE 60Lb/YARDA -0.0346834607072424 C C 0.1499999999999986 5 5 0.1499999999999986 0.1499999999999986 5 0.1499999999999986 5 -1.0 -1.0 -1.0 5 -1.0 -1.0 4.100749741248542 4.100749741248542 0.1499999999999986 TUBO d36" FIERRO SOLDADO EN LAS UNIONES d 1" FIERRO SOLDADO EN LAS UNIONES d 1" 5 5 5 5 5 5 5 5 5 TUBO d36" 0.006x0.051x1.493 @.20 P 0.006x0.703x1.700 P L 0.006x1.113x1.700 P L 5 5 0.006x0.700x1.400 (SOLDADA ALREDEDOR) P L 5 2% 5 5 5 5 5 5 5 5 5 5 5 TUBO d36" CUNETA BERMA CUNETA CUNETA 0.006x0.703x1.700 0.006x0.051x1.493 @.20 P P L 0.006x0.700x1.400 (SOLDADA ALREDEDOR) P L PLANTA ESC: 1/50 D D CORTE C-C ESC: 1/50 ESC: 1/50 CORTE D-D SUMIDERO DE AGUAS PLUVIALES A ENTRADA Y SALIDA DE CIUDADES PARA SISTEMA DE RIEGO CANAL METALICO \fSymbol|b0|i0|c2|p18;a FIERRO SOLDADO EN LAS UNIONES d 1" TUBO d 60 cm. CORRUGADO HACIA BUZON MAS CERCANO 0.007 RELACION DE DEFENZAS RIBEREÑAS f'c=20.6MPa (210Kg/cm ) CONCRETO: 2 2 f'c=17.2MPa (175Kg/cm ) Material del Terreno Existente RELLENO Acero de Compuertas y Rejillas Material de Cantera de forma angulosa. dn=0.50m f'c=20.6MPa (210Kg/cm ) Normas ASTM A-36 fy=247.9MPa (2530Kg/cm ) ACERO: 2 2 GEOTEXTIL Colocado en caoas por medios mecanicos. ENROCADO DE PROTECCION CAMA DE GRAVA ARENOSA f'y=411.8MPa (4200Kg/cm ). ACERO DE REFUERZO 2 ESPECIFICACIONES TECNICAS: CONCRETO: 2 f'c=17.2MPa (175Kg/cm ) DE 0+000.00 3+700.00 4+550.00 7+000.00 12+400.00 14+800.00 15+350.00 25+700.00 26+150.00 26+900.00 29+150.00 30+500.00 31+000.00 36+250.00 40+100.00 41+500.00 42+650.00 43+450.00 44+200.00 46+650.00 46+800.00 49+600.00 50+200.00 51+400.00 51+850.00 52+350.00 54+600.00 55+900.00 A 0+200.00 3+850.00 4+900.00 7+450.00 12+700.00 14+980.00 15+600.00 25+860.00 26+350.00 27+150.00 29+350.00 30+750.00 31+100.00 36+450.00 40+500.00 41+750.00 42+850.00 43+850.00 44+300.00 46+750.00 46+950.00 49+843.15 50+400.00 51+550.00 52+100.00 52+550.00 54+950.00 56+100.00 PROGRESIVA PLOTTER