Stadium Habaspata–La Convencion, Cusco, Peru DWG Plan for AutoCAD

Stadium Habaspata–La Convencion, Cusco, Peru DWG Plan for AutoCAD

Complete set of plans, topographic, distribution, elevations, plumbing, electrical, civil engineering, etc.

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

plant distribution left chamber first level, side armed wall, urinal, second level distribution plant, passage, projection bleachers, box vain, alfeizer, height, width, type, outlet for therma rapid step, outlet circuit, output for artifact, electrical , roof, square pass box, distribution board, meter, symbol, description, supply circuit, lighting circuit, legend, earthing hole, double switch, sa, b, single switch, running lavatory, wall of the perimeter fence, ss.hh ladies, ss.hh males, system of electrical installations left chamber first level, system of electrical installations second level, rush of the network of the consecionario, goes tub. inst electric for the right dressing room, goes tub. inst electric for the first floor, low line of force and line lighting, second level left chamber water system, running lavatory males, washing ladies run, legend, cold water pvc pipe, gate valve, tee, low cold water pipe, hot water bath, cold water pipe rises, drain system left first level, men’s washroom, ladies running lavatory, upright pipe, sanitary yee, threaded log, pvc rainwater evacuation pipe, floor drain with bronze grid , registration of floor with threaded cap, pvc pipe ventilation, pvc drain pipe, normalized simple concrete pipe drain, lightened slab, beams, staircase and columns of the dressing rooms, slab lightens and beams left chamber second level, vch, secondary beam vs first level, main beam vp first level, flat beam vch first level, secondary beam vs second level, main beam vp second level, colu mna axis b, column axis a and c, section aa, section bb, cover, upper section bb, lower section aa, detail of the column type buttress, column type abutment, section cc, detail of the staircase access to the grandstand, detail of the buttress column, cut nn, cut kk, rest, detail of the access ladder to the second level, retaining wall of the grandstand, bleachers, shoe detail on floor, lightweight slab detail, plastoformo, distribution floor first level dressing room right, reinforced support wall, distribution floor dressing rooms, flown of the first tier, compacted filling, reinforced side wall, side protection flooring, front elevation left dressing room, front elevation right dressing room, cut and lift dressing rooms, floor, cut aa, cut bb, cc cut, drain system right chamber, cut aa, second level left chamber drain system, detail of register boxes, left chamber, box of regi Stroke, detail of the staircase, right-hand water system, electric installation system, right-hand room, inst line. electrical arrives from the left dressing room, detail of buttresses and boxes of the drainage system, left camerin, right camerin, delivery mailbox to the public collector, drainage system and drainage system, central part of the stadium, banking of derigencia, main floor of the perimeter fence and field, exit for the irrigation system, goes to the right dressing room, road to the town of pucyura, street habaspata, street, plan of the electric lighting system, stage, street road, hillside, sidewalks, road quiillabamba-pucyura, topographic plane, nm, section nn, natural terrain, play area, cut, fill, section rr, section plane, perime green area, rich, line, marking, running track, arch, cobbled, side ditch, arretera, tribune, area of, circulation, sports field habaspata, profile of natural terrain, cut in plant, detail of system of drainage, variable, pipe, evacuation, pvc, compacted, tub. pvc, screening, material, waterproof, gravel d, grade, mat. organ. granular, pavement with, champa, detail in grass cut, waterproof material, flush surface. profiled, electric transformer, metal post of the system. of illumination, cºaº lighting post, lighting system network comes from the transformer

Raw text data extracted from CAD file:

0.85 0.25 0.58 0.58 0.80 1.25 0.25 0.25 0.25 0.25 0.25 1.20 1.20 0.15 0.70 0.40 0.80 1.65 1.93 0.65 0.25 1.05 0.15 0.95 0.25 0.30 1.20 0.15 2.22 0.30 1.42 0.15 1.20 0.30 0.70 4.00 1.50 0.40 0.84 0.40 0.85 1.35 0.80 0.40 3.07 3.87 3.75 0.30 1.10 0.15 1.52 0.30 3.52 0.30 1.06 0.15 1.50 2.45 3.69 1.10 1.05 0.05 2.25 0.30 2.77 0.30 3.57 0.30 7.24 7.24 1.10 0.15 0.15 0.15 0.25 6.44 0.25 0.15 3.07 3.87 2.30 1.50 0.35 0.35 0.70 0.40 0.80 0.95 0.15 1.05 1.35 1.20 2.40 2.40 0.40 0.40 0.25 4.80 1.10 0.80 0.70 0.92 3.07 3.87 3.75 0.30 2.77 0.30 3.57 0.30 7.24 7.24 0.15 0.25 6.44 0.25 3.07 3.87 0.95 0.15 1.05 4.00 0.30 1.20 0.15 1.42 0.30 2.22 0.15 1.20 0.30 0.25 0.85 4.00 0.30 1.20 0.15 1.42 0.30 2.22 0.15 1.20 0.30 0.25 0.85 3.07 3.87 0.30 2.77 0.30 3.57 0.30 7.24 7.24 0.15 0.25 6.44 0.25 3.07 3.87 0.95 0.15 1.05 4.00 0.30 1.20 0.15 1.42 0.30 2.22 0.15 1.20 0.30 0.25 0.85 3.07 3.87 3.75 0.30 2.77 0.30 3.57 0.30 7.24 7.24 0.15 0.25 6.44 0.25 3.07 3.87 0.95 0.15 1.05 1.70 3.07 3.87 3.07 3.87 3.07 3.87 3.75 0.75 3.07 3.87 3.75 0.75 0.20 1.28 1.28 1.10 1.28 1.10 1.10 1.28 0.80 0.80 0.60 0.15 0.80 2.35 0.35 2.25 0.35 0.30 0.60 0.80 2.50 0.35 2.25 0.35 0.30 2.10 1.00 1.30 0.15 0.80 0.80 0.15 1.20 0.60 0.15 0.15 1.30 0.10 0.15 1.20 0.15 0.70 0.30 0.70 1.10 2.20 0.40 0.40 0.40 0.30 0.50 0.30 0.90 0.30 0.20 0.50 0.30 0.12 0.12 0.30 0.30 0.30 0.40 0.30 0.50 0.30 0.70 1.10 2.20 0.96 0.20 0.17 0.19 0.19 0.25 0.25 1.20 0.15 1.26 1.26 0.15 0.25 0.25 0.19 0.19 0.17 0.20 0.96 0.20 0.15 0.15 0.20 0.20 0.96 0.20 0.20 0.25 0.60 1.20 7.05 0.85 0.40 0.82 0.40 1.20 0.60 1.35 0.70 0.50 0.40 3.40 3.35 3.75 0.30 1.15 1.60 0.30 3.05 0.30 3.67 0.25 0.25 0.05 1.05 0.15 1.07 0.15 0.63 0.30 0.12 1.20 0.15 1.48 0.15 5.20 4.00 0.80 0.25 3.50 0.25 3.10 3.50 0.10 0.10 1.63 1.10 1.07 0.35 0.25 0.15 0.20 1.05 1.20 2.25 0.35 0.13 0.15 1.10 2.00 0.35 2.25 0.35 0.13 0.10 1.70 0.65 1.40 1.00 0.33 0.15 0.13 2.50 2.25 0.35 0.13 0.40 1.60 0.80 0.88 0.40 2.00 0.40 0.63 0.80 0.40 2.10 0.35 0.13 0.15 0.40 0.35 2.50 0.20 1.20 1.80 0.55 2.50 0.40 1.60 2.73 0.15 2.35 0.35 2.40 0.33 0.15 0.35 2.50 0.33 0.92 0.10 0.74 0.08 0.65 0.50 0.65 1.09 0.85 0.25 0.60 0.25 1.43 0.12 0.12 7.05 1.20 0.60 1.35 0.40 3.40 3.35 3.75 0.25 0.25 0.05 1.05 0.15 1.07 0.15 0.63 0.30 0.12 1.20 0.15 1.48 0.15 4.00 0.80 0.25 3.50 0.25 3.10 3.50 0.10 0.15 0.80 0.15 0.15 1.10 0.70 0.15 1.10 0.15 1.10 0.70 0.15 2.10 1.00 1.30 0.80 0.80 0.15 0.90 0.15 0.90 0.15 0.15 0.50 0.15 0.15 1.75 0.15 0.15 1.00 0.15 0.15 1.10 0.15 15.00 0.50 7.05 1.20 0.60 1.35 0.40 3.40 3.35 3.75 0.25 0.25 0.05 1.05 0.15 1.07 0.15 0.63 0.30 0.12 1.20 0.15 1.48 0.15 4.00 0.80 0.25 3.50 0.25 3.10 3.50 0.10 7.05 1.20 0.60 1.35 0.40 3.40 3.35 3.75 0.25 0.25 0.05 1.05 0.15 1.07 0.15 0.63 0.30 0.12 1.20 0.15 1.48 0.15 4.00 0.80 0.25 3.50 0.25 3.10 3.50 0.10 15.00 15.00 15.00 20.00 65.00 100.00 18.00 36.15 18.30 7.30 1.60 36.15 16.50 18.30 5.50 2.20 2.20 2.20 7.20 1.60 11.45 96.75 10.01 69.70 45.07 54.91 27.27 4.00 30.00 9.30 3.00 3.00 3.00 3.00 95.00 3.00 3.00 10.00 7.30 2.20 26.08 0.54 0.90 23.20 0.90 11.05 13.95 3.42 0.53 3.79 1.08 4.32 0.54 5.11 1.08 8.01 0.55 4.31 1.09 0.90 3.06 46.30 36.30 6.77 6.37 18.00 15.00 40.00 40.00 100.72 100.72 0.85 1.50 1.50 1.50 0.60 15.00 ESC. 1/50 PLANTA DISTRIBUCION CAMERINO IZQUIERDO PRIMER NIVEL 5 5 5 5 5 5 MURO ARMADO LATERAL URINARIO 5 DUCHA 2 DUCHA 1 ESC. 1/50 PLANTA DISTRIBUCION SEGUNDO NIVEL N K URINARIO PASADISO 1 2 3 4 5 6 PROYECCION GRADERIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A B B - - 2.00 0.70 P-3 P-2 2.00 0.80 - 2.35 1.10 P-1 1.80 0.55 1.60 V-5 1.80 0.55 3.05 V-4 1.40 1.00 6.44 V-3 1.70 0.65 1.52 V-2 1.70 0.65 3.52 V-1 CUADRO DE VANOS ALFEIZER ALTURA ANCHO TIPO V1 V2 V3 B A B A P1 P3 P4 P5 P3 P2 P3 P2 5 5 SALIDA PARA THERMA PASO RAPIDO Kw/h CIRCUITO DE TOMACORRIENTES SALIDA PARA ARTEFACTO ELECTRICA DE TECHO CAJA DE PASE CUADRADO TOMACORRIENTE h = 0.40 m. TABLERO DE DISTRIBUCION MEDIDOR SIMBOLO DESCRIPCION CIRCUITO DE ACOMETIDA CIRCUITO DE ILUMINACION LEYENDA PT POZO DE PUESTA A TIERRA INTERRUPTOR DOBLE 2Sa,b Sa,b INTERRUPTOR SIMPLE URINARIO LAVATORIO CORRIDO 5 A 1 C 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 MURO DEL CERCO PERIMETRICO 5 5 B 5 5 5 5 5 5 5 5 5 5 5 A 1 C B 2 1' 5 5 5 5 5 5 5 2' SS.HH DAMAS SS.HH VARONES 5 5 2'' 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 1 2 5 5 5 5 \A1;f\U+00BA \C0;\U+00D8\fArial|b0|i0|c0|p34;\H0.7x;\S1/2;\H1.429x;"\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c0|p34; 0.25 \A1;f\U+00BA \C0;\U+00D8\fArial|b0|i0|c0|p34;\H0.7x;\S1/2;\H1.429x;"\fArial|b0|i0|c238|p34;@\fArial|b0|i0|c0|p34; 0.25 \A1;ZAPATAS DE CONTRAFUERTES 5 5 - - 2.00 0.85 P-6 P-5 2.00 0.82 - 2.00 0.84 P-4 ESC. 1/50 SISTEMA DE INSTALACIONES ELECTRICAS CAMERINO IZQUIERDO PRIMER NIVEL 5 MURO ARMADO LATERAL URINARIO ESC. 1/50 SISTEMA DE INSTALACIONES ELECTRICAS SEGUNDO NIVEL N K URINARIO PASADISO 1 2 3 4 5 6 PROYECCION GRADERIA 5 5 5 5 5 5 5 5 5 5 5 B A B A URINARIO LAVATORIO CORRIDO A 1 C 2 5 5 5 MURO DEL CERCO PERIMETRICO B 5 5 5 5 5 5 5 5 A 1 C B 2 1' 5 5 5 5 5 2' SS.HH DAMAS SS.HH VARONES 2'' 5 5 5 Kw/h Acometida de la red del consecionario a b d e f h g 2Sa,b Sh Sf Sc Sg Va tub. inst. electricas para el camerino derecho Se Va tub. inst. electricas para el primer piso B A B A k i j m n Si S\H0.6667x;j Sl Sm Sn Baja linea de fuerza y linea iluminacion Sk ESC. 1/50 SISTEMA DE AGUA CAMERINO IZQUIERDO SEGUNDO NIVEL 5 MURO ARMADO LATERAL URINARIO N K PASADISO 1 2 3 4 5 6 PROYECCION GRADERIA 5 5 5 5 5 5 5 5 5 5 5 B A B A URINARIO LAVATORIO CORRIDO VARONES A 1 C 2 5 5 MURO DEL CERCO PERIMETRICO B 5 5 5 5 5 5 5 5 A 1 C B 2 1' 5 5 5 5 5 2' SS.HH DAMAS SS.HH VARONES 2'' 5 5 5 B A B A Viene tub. Agua PVC Ø 3/4" de la red publica Tub. PVC -SAP Ø 1/2" Sube tub. Agua PVC Ø 1/2" PVC Ø 1/2" Viene tub. Agua PVC Ø 1/2" del primer nivel LAVATORIO CORRIDO DAMAS L E Y E N D A SIMBOLO DESCRIPCION MEDIDOR DE AGUA DE 6" x 12" TUBERIA PVC DE AGUA FRIA VALVULA DE COMPUERTA M TEE TUBERIA DE AGUA FRIA BAJA TERMA DEL AGUA CALIENTE TUBERIA DE AGUA FRIA SUBE CODO DE 90° Th ESC. 1/50 SISTEMA DESAGUE CAMERINO IZQUIERDO PRIMER NIVEL 5 MURO ARMADO LATERAL URINARIO N K URINARIO PASADISO 1 2 3 4 5 6 PROYECCION GRADERIA 5 5 5 5 5 5 5 5 5 5 5 B A B A URINARIO LAVATORIO CORRIDO VARONES A 1 C 2 5 5 5 MURO DEL CERCO PERIMETRICO B 5 5 5 5 5 5 5 5 A 1 C B 2 1' 5 5 5 5 5 2' SS.HH DAMAS SS.HH VARONES 2'' 5 5 5 B A B A Ø 2" Ø 4" Ø 2" Ø 3" RR Ø 3" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 2" Ø 2" Sube tub. ventilacion PVC Ø 2" del 1er Nivel LAVATORIO CORRIDO DAMAS Sube tub. ventilacion PVC Ø 2" del 1er Nivel y va al techo Va tub. ventilacion al 2do nivel TUBERIA DE MONTANTE YEE SANITARIA REGISTRO ROSCADO TUBERIA PVC DE EVACUACION AGUAS PLUVIALES CAJA DE REGISTRO DE 12" x 24" SUMIDERO DE PISO CON REJILLA DE BRONCE REGISTRO DE PISO CON TAPA ROSCADA TUBERIA PVC VENTILACION TUBERIA PVC DE DESAGUE TUBERIA DE CONCRETO SIMPLE NORMALIZADO DESAGUE DESCRIPCION SIMBOLO L E Y E N D A 5 ESC. 1/25 LOSA ALIGERADA ,VIGAS,ESCALERA y COLUMNAS DE LOS CAMERINOS ESC. 1/50 LOSA ALIGERA Y VIGAS CAMERINO IZQUIERDO SEGUNDO NIVEL A 1 C B 2 1' 5 5 2' VP VP VP VP VP VP VS VS VS VS A 1 C B 2 1' 5 5 2' VP VP VP VP VP VP VS VS VS VS VCH VCH 1\C0;@0.05,3@0.10,2@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;3@0.20\fMS Shell Dlg|b0|i0|c0|p0;\H0.7082x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.25 1\C0;@0.05,3@0.10,5\H0.9998x;@0.20\fMS Shell Dlg|b0|i0|c0|p0;\H0.7082x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.25 5 5 A C B 1 2 5 1\C0;@0.05,2@0.10, \H0.9998x;R@0.20 1\C0;@0.05,2@0.10,\H0.9998x;R@0.20 1\C0;@0.05,3@0.10, 3@0.15\H0.9998x;,R@0.20 5 1\C0;@0.05, \H0.9998x;R@0.10 VIGA SECUNDARIA VS PRIMER NIVEL VIGA PRINCIPAL VP PRIMER NIVEL \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; 1\C0;@0.05,3@0.10,3@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 1\C0;@0.05,3@0.10,3@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;2\fArial|b0|i0|c0|p34;@0.20\fArial|b0|i0|c0|p34;,R@0.25 VIGA CHATA VCH PRIMER NIVEL 1\C0;@0.05,3@0.10,2@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;3@0.20\fMS Shell Dlg|b0|i0|c0|p0;\H0.7082x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.25 1\C0;@0.05,3@0.10,\fArial|b0|i0|c0|p34;3@0.1\fArial|b0|i0|c0|p34;5\fArial|b0|i0|c0|p34;,\fArial|b0|i0|c0|p34;3@0.20\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.25 5 5 A C B 1 2 5 1\C0;@0.05,2@0.10, \H0.9998x;R@0.20 1\C0;@0.05,2@0.10,\H0.9998x;R@0.20 1\C0;@0.05,3@0.10, 3@0.15\H0.9998x;,R@0.20 5 1\C0;@0.05, \H0.9998x;R@0.10 VIGA SECUNDARIA VS SEGUNDO NIVEL VIGA PRINCIPAL VP SEGUNDO NIVEL \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; 5 VB VB VB VB \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; 5 \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; \A1;1 Ø \S1/2;\H1.429x; 5 5 5 5 5 5 \A1;fº Ø \S1/2; \fArial|b0|i0|c0|p32;\C7;@ 0.25 en malla\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\H1.429x;\C0; z : 80x80 5 5 \A1;NPT +0.00 1\C0;@0.05,4@0.10,3@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 1\C0;@0.05,2@0.10,2@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 5 5 \A1;2 \S1/2; " 5 5 5 5 5 5 \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; 1\C0;@0.05,4@0.10,3@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 1\C0;@0.05,2@0.10,2@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 5 \A1;2 \S1/2; " 5 5 5 5 5 5 \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;NPT +0.00 \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; \A1;2 Ø \S1/2;\H1.429x; \H0.9998x; COLUMNA EJE B COLUMNA EJE A y C A A A A A A B B 0.07 \A1;4 Ø \S1/2;\H1.429x; 0.07 \A1;6 Ø \S1/2;\H1.429x; SECCION A-A SECCION B-B 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.25 5 5 Ø 3/8" @ 0.35 Ø 3/8" @ 0.40 DETALLE \fArial|b1|i0|c0|p34;CORTE EN \fArial|b1|i0|c186|p34;PLANTA \fArial|b1|i0|c0|p34; CAJA 1 DE DRENAJE DETALLE \fArial|b1|i0|c0|p34;CORTE EN \fArial|b1|i0|c186|p34;PLANTA \fArial|b1|i0|c0|p34; \fArial|b1|i0|c186|p34; \fArial|b1|i0|c0|p34; CAJA 2 DE DRENAJE 5 d1/4" @ 0.30 Ø 3/8" @ 0.30 DETALLE \fArial|b1|i0|c0|p34;CORTE EN \fArial|b1|i0|c186|p34;PLANTA \fArial|b1|i0|c0|p34; CAJA 3 DE DRENAJE 5 5 5 fº VERTICAL Ø 3/8" @0.30 HORIZONTAL Ø 1/4" @ 0.20 \LDETALLE \fArial|b1|i0|c0|p34; DEL\fArial|b1|i0|c186|p34; \fArial|b1|i0|c0|p34;BUZON DE DESAGUE DE LOS CAMERINOS EN LA RED PUBLICA A A TAPA 5 5 5 TAPA 5 5 5 5 5 5 5 1\C0;@0.05,1@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 1\C0;@0.05,R@0.20 5 5 5 5 5 5 a b SECCION SUPERIOR b-b SECCION INFERIOR a-a 5 5 5 5 5 5 5 DETALLE DE LA COLUMNA TIPO CONTRAFUERTE Columna tipo contrafuerte 5 5 5 5 5 NT \A1;Ø \S1/2;\fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.18\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \S1/2;\fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.20\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \S1/2;\fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.25\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \S1/2;\fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.18\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; c \A1;2 Ø \S1/2;\H1.429x; \A1;2 Ø \S1/2;\H1.429x; SECCION c-c 5 5 DETALLE DE LA ESCALERA DE ACCESO A LA TRIBUNA Esc. 1/25 a SECCION SUPERIOR b-b SECCION INFERIOR a-a 5 5 5 5 b 1\C0;@0.05,1@0.10,2@0.15\fMS Shell Dlg|b0|i0|c0|p0;\H0.7081x;,\fArial|b0|i0|c0|p34;\H1.412x;R@0.20 DETALLE DE LA COLUMNA DE CONTRAFUERTE Esc. 1/25 5 5 5 5 5 5 5 5 5 5 5 CORTE n-n 5 5 5 5 CORTE k-k 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 1 2 3 4 5 6 5 descanso DETALLE DE LA ESCALERA DE ACCESO AL SEGUNDO NIVEL Esc. 1/25 Muro de contension de la tribuna graderia DETALLE DE ZAPATA EN PLANTA 5 5 5 1 2 3 4 5 6 descanso \A1;Ø \S3/8;\H1.429x; \fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.20\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \S1/2;\fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.20\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \S3/8;\H1.429x; \fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.20\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; 5 5 \A1;Ø \S3/8;\H1.429x; \fArial|b0|i0|c0|p32;\H1.429x;\C7;@ 0.20\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; 5 0.65 AST 1 d1/4" a 0.25 m. DETALLE DE LOSA ALIGERADA 0.05 0.15 0.10 0.30 0.10 0.30 0.10 PLASTOFORMO 1.20*.3*.15 PLASTOFORMO 1.20*.3*.15 1f \U+2205 1/2" 1f º Ø 1 / 2 " ESC. 1/50 PLANTA DISTRIBUCION PRIMER NIVEL CAMERINO DERECHO 5 5 5 5 5 5 MURO ARMADO DE SOPORTE URINARIO 5 DUCHA 2 DUCHA 1 A A B B V5 P6 P2 P6 P5 5 5 5 5 A 1 B C 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DISTRIBUCION CAMERINOS 5 5 5 5 5 5 5 5 5 5 5 \A1;URINARIO \A1;URINARIO Muro de contension de la tribuna Volado de la primera grada Relleno compactado \A1;Piso pulido + coloreado de 2 \S1/2; " \A1;Empedrado de 15 cm. \A1;Zocalo de mayolica 20x30 cm V1 V3 5 5 5 5 5 5 5 5 5 5 5 5 5 Muro armado lateral 5 5 5 5 5 5 \A1;NPT +0.00 \A1;NPT +2.70 CORTE \fArial|b1|i0|c0|p34;B-B CAMERINO IZQUIERDO 5 5 5 5 5 5 5 5 5 5 5 \A1;URINARIO Relleno compactado \A1;Piso pulido + coloreado de 2 \S1/2; " \A1;Empedrado de 15 cm. \A1;Zocalo de mayolica 20x30 cm 5 5 5 5 5 \A1;NPT +0.00 V4 Solado lateral de proteccion 5 5 5 5 5 5 5 5 5 5 5 Volado de la primera grada Volado de la primera grada ESC. 1/50 ELEVACION FRONTAL CAMERINO IZQUIERDO ESC. 1/50 ELEVACION FRONTAL CAMERINO DERECHO CORTE \fArial|b1|i0|c0|p34;A-A CAMERINO IZQUIERDO CORTE \fArial|b1|i0|c0|p34;B-B CAMERINO DERECHO CORTE \fArial|b1|i0|c0|p34;A-A CAMERINO DERECHO CORTE Y ELEVACIO CAMERINOS 0.16 0.08 0.08 d 4" 0.30 0.10 0.10 PLANTA CORTE a-a a a DETALLE DE CAJA 1 b b d 4" s = 1.5 % \A1;Ø \C7;\S3/8;\H0.8438x;\C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.15\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; 0.45 0.10 0.10 5 5 5 5 PLANTA CORTE b-b DETALLE DE CAJA 2 \A1;Ø \C7;\S3/8;\H0.8438x;\C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.20 en malla\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \C7;\S1/4; \H0.8438x;\C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.25 \fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; 5 5 TAPA TAPA c c TAPA 5 0.06 5 Ø \C7;3/8 \H0.8438x;\C0; \fArial|b0|i0|c0|p32;\H1.429x;\C7;@0.25 \fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; d 6" d 4" Ø 3/8 \C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.25 \fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; Ø 3/8 \C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.25 \fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; \A1;Ø \C7;\S3/8;\H0.8438x;\C0; \H1.429x; \fArial|b0|i0|c0|p32;\C7;@0.20 en malla\fMS Shell Dlg|b0|i0|c0|p32; \fArial|b0|i0|c0|p34;\C0; TAPA PLANTA 5 5 5 5 5 5 CORTE c-c DETALLE DE CAJA 3 ESC. 1/50 SISTEMA DE DESAGUE CAMERINO DERECHO 5 5 MURO ARMADO DE SOPORTE URINARIO 5 DUCHA 2 DUCHA 1 A A B B V5 5 5 A 1 B C 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" S Ø 4" Ø 4" Ø 4" Ø 4" Ø 3" Ø 3" Ø 3" RR Ø 3" Ø 4" Ø 2" Ø 2" Ø 2" Ø 2" Ø 4" Ø 4" Ø 2" 5 5 5 5 5 5 5 A A 5 \fArial|b1|i0|c186|p34;DETALLE PLANTA \fArial|b1|i0|c0|p34;CAJA 1 DE DRENAJE 5 5 5 5 5 A A TAPA \H0.6199x; 60X60 \H1.613x; d 8" d 6" Ø 3/8" @ 0.30 Ø 3/8" @ 0.25 Ø 3/8" @ 0.25 en malla Tub. PVC Ø 6" de drenaje Cribada Tub. PVC Ø 8" de evacuacion de aguas pluviales S= 1.5% TAPA CORTE A-A A A 5 5 PLANTA \fArial|b1|i0|c0|p34; CAJA 2 DE DRENAJE A A TAPA \H0.6199x; 60X60 \H1.613x; TAPA\H0.6199x; \H1.613x; d 8" Tub. PVC Ø 8" de evacuacion Ø 3/8" @ 0.35 Ø 3/8" @ 0.40 A A 5 5 A A d 6" d3/8" @ 0.25 en malla d1/4" @ 0.30 Ø 3/8" @ 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1/50 SISTEMA DE DESAGUE CAMERINO IZQUIERDO SEGUNDO NIVEL ESC. 1/25 DETALLE DE CAJAS DE REGISTRO CAMERINO IZQUIERDO Tuberia secundaria PVC 4" Tuberia crivada PVC 6" Caja de registro CAMERINO IZQUIERDO 5 5 DETALLE DE LA ESCALERA ESC. 1/50 SISTEMA DE AGUA CAMERINO DERECHO 5 5 MURO ARMADO DE SOPORTE URINARIO 5 DUCHA 2 DUCHA 1 A A B B 5 5 A 1 B C 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 2" Tub. PVC -SAP Ø 1/2" PVC Ø 1/2" ESC. 1/50 SISTEMA DE INSTALACIONES ELECTRICAS CAMERINO DERECHO 5 5 MURO ARMADO DE SOPORTE URINARIO 5 DUCHA 2 DUCHA 1 A A B B 5 5 A 1 B C 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 2" PVC Ø 1/2" k i j m n Si S\H0.6667x;j Sl Sm Sn Linea de inst. electrica llega del camerino izquierdo Sk DETALLE DE CONTRAFUERTES Y CAJAS DEL SISTEMA DE DRENAJE 5 5 5 Caja de registro CAMERIN IZQUIERDO CAMERIN DERECHO Tuberia Ø\fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; \fArial|b0|i0|c0|p34;8" de evacuacion de sistema de drenaje Tub. Ø8" llena y tub. Ø\H1.133x; 6" cribada Sistema de drenaje tub. PVC 6" TUBERIA PRINCIPAL PVC 6" Sistema de desague tub. PVC 4" Sistema de desague tub. PVC 4" Sistema de desague tub. PVC 6" 5 Buzon de entrega hacia el colector publico PLANTA SISTEMA DE DRENAJE Y SISTEMA DE DESAGUE Esc. 1/250 S = 1.5% S = 1.5% S = 2% S = 2% S = 2% S = 2% S = 2% S = 1.5% S = 1.5% S = 1.5% CAMERIN IZQUIERDO Parte central ESTADIO CAMERIN DERECHO PISTA ATLETICA (2 carriles) PISTA ATLETICA (2 carriles) PISTA ATLETICA (2 carriles) PISTA ATLETICA (2 carriles) BANCA DE SUPLENTES EQ. "A" BANCA DE SUPLENTES EQ. "B" BANCA DE DERIGENCIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tuberia galvanizada d2"@ 3.00 m 5 5 Malla galvanizada Nº10 Malla galvanizada Nº10 PLANTA PRINCIPAL DEL CERCO PERIMETRICO Y CAMPO Esc. 1/250 Sistema de Agua fria tub. PVC 1/2"-SAP Tub. Agua friaPVC 1/2"-SAP va al camerin derecho Tub. agua PVC \fArial|b0|i0|c161|p34;3\fArial|b0|i0|c238|p34;/\fArial|b0|i0|c161|p34;4\fArial|b0|i0|c238|p34;" viene de la red publica Salida para el sistema de riego Salida para el sistema de riego 5 5 5 A A ESC. 1/50 SISTEMA DE INSTALACIONES ELECTRICAS SEGUNDO NIVEL URINARIO PASADISO 1 2 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 B A B A URINARIO LAVATORIO CORRIDO 5 5 A 1 C B 2 1' 5 5 5 5 5 2' SS.HH DAMAS SS.HH VARONES 2'' 5 5 5 Kw/h Acometida de la red del consecionario a b d e f h g 2Sa,b Sh Sf Sc Sg Va tub. inst. electricas para el camerino derecho Se Va tub. inst. electricas para el primer piso Kw/h Acometida de la red del consecionario Va al camerino derecho CARRETERA HACIA EL POBLADO DE PUCYURA CALLE HABASPATA CALLE CALLE CALLE HABASPATA PLANO DEL SISTEMA DE ILUMINACION ELECTRICA ESC. 1/500 Parte central ESTADIO ESCENARIO TUBERIA PRINCIPAL PVC 6" TUBERIA PRINCIPAL PVC 6" TUBERIA PRINCIPAL PVC 6" ESCENARIO 5 5 \A1;F\U+00BA \U+00D8 \fArial|b0|i0|c0|p34;3/8\fArial|b0|i0|c238|p34; \H0.9998x; 5 9 9 8 0 1 0 0 0 0 1 0 0 2 0 1 0 0 4 0 1 0 0 6 0 1 0 0 8 0 1 0 1 0 0 9 9 5 0 9 9 7 0 9 9 9 0 1 0 0 1 0 1 0 0 3 0 1 0 0 5 0 1 0 0 7 0 1 0 0 9 0 1 0 1 1 0 P C 0 0 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 P C 0 1 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 CALLE CARRETERA Parte central ESTADIO CALLE CALLE CALLE CALLE LADERA 0 1 3 0 0 1 5 0 BANQUETAS BANQUETAS BANQUETAS CARRETERA QUIILLABAMBA-PUCYURA 1 1 2788.00 2788.00 2784.00 2790.00 2792.00 2796.00 2800.00 2804.00 0 1 6 0 1 1 0 0 1 0 1 0 1 1 0 5 5 5 Tub. \C0;\U+00D8\fArial|b0|i0|c0|p34; \H1.6x;6\fArial|b0|i0|c238|p34;\C7;" llena y tub. \H0.625x;\C0;\U+00D8\H1.133x; 6" cribada 5 5 N R R N TRAMO 1 TRAMO 2 PLANO TOPOGRAFICO N.M CORTE AREA: 221.03 M2 RELLENO AREA: 157.36 M2 SECCION N-N 0+00 0+20 0+40 0+60 0+80 0+100 0+120 0+140 0+160 0+53.40 TERRENO NATURAL RELLENO AREA: 299.80 M2 CORTE AREA: 279.54 M2 TERRENO NATURAL 0+00 0+20 0+40 0+60 0+80 0+100 0+120 0+140 0+160 0+56.06 5 AREA DE JUEGO 5 AREA DE JUEGO CORTE RELLENO CORTE RELLENO BANQUETAS BANQUETAS 2800.00 2804.00 2810.00 2820.00 2830.00 2796.00 2798.00 2794.00 2793.04 2800.00 2802.00 2804.00 2806.00 2808.00 2810.00 2812.00 2814.00 2816.00 2818.00 2820.00 2822.00 2824.00 2826.00 2828.00 2830.00 2832.00 2834.00 2836.00 2838.00 2796.00 2798.00 2794.00 2800.00 2802.00 2804.00 2806.00 2808.00 2810.00 2812.00 2814.00 2816.00 2818.00 2820.00 2822.00 2824.00 2826.00 2828.00 2830.00 2832.00 2834.00 2836.00 2838.00 2792.00 2791.10 2840.00 2842.00 2844.00 2846.00 SECCION R-R \LCORTE TRANSVERSAL A-A PLANO DE SECCIONES AREA DE JUEGO 65.00 AREA VERDE PERIME T RICA LINEA DE MARCADO 0.60 2.20 PISTA DE ATLETISMO CALLE ARCO 0.25 2.00 Empedrado 0.30 0.60 Relleno compactado Concreto 175 Kg/cm2 0.15 0.15 5.80 0.55 0.30 0.55 0.20 1.15 0.55 6.35 Cuneta lateral 10 9 8 0.60 2.20 LINEA DE MARCADO 0.70 0.40 7 6 5 4 3 2 1 C arretera TRIBUNA AREA DE CIRCULACION PISTA DE ATLETISMO CAMPO DEPORTIVO HABASPATA Perfil de terreno natural ESC. 1/250 ESC. 1/125 ESC. 1/250 ESC. 1/500 5 5 5 CORTE CORTE EN PLANTA PLANTA 5 5 TAPA 0.60 5 Caja 1 Red colector Caja 2 Red colector Caja 3 Red colector 0.0 4 0.0 4 0.0 4 ESC. 1/75 DETALLE DE SISTEMA DE DRENAJE DETALLE EN CORTE DE TUBERIA DE EVACUACION d8" VARIABLE DE : 1.00 a 0.40 GRAVA d1" a 1 1 2 " GRAVA d1" a 1 1 2 " TUBERIA EVACUACION PVC d 8 SIN CRIBAR RELLENO COMPACTADA 0.20 02 TUB. PVC CRIBADA d 6" MATERIAL IMPERMEABLE COMPACTADA GRAVA d 2" GRAVA d 1 1/2" GRAVA d1" a 1 1 2 " 0.20 RASANTE MAT. ORGAN. GRANULAR PAVIMENTO CON CHAMPA 0.0 4 DETALLE EN CORTE DE TUBERIA SECUNDARIA d4" DETALLE EN CORTE DE TUBERIA PRINCIPAL d6" DETALLE EN CORTE DEL CESPED VARIABLE: 0. 1 0 EN EXTR. SUPERIOR Y 0. 3 0 EN EXTR. INF. TUB. PVC CRIBADA d 4 " MATERIAL IMPERMEABLE GRAVA d 1 1/ 2" RASANTE PAVIMENTO CON CHAMPA VARIABLE: 0.00 EN EXTR. SUPERIOR Y 0.50 EN EXTR. INF. TUB. PVC CRIBADA d 6" MATERIAL IMPERMEABLE GRAVA d 2" GRAVA d 1 1/2" RASANTE CHAMPA RASANTE SUPERF. PERFILADA MAT. ORGAN. GRANULAR PAVIMENTO CON CHAMPA 0.60 0.60 0.10 0.20 0.15 0.10 0.40 0.20 0.15 0.60 0.10 0.30 0.20 0.15 0.15 MAT. ORGAN. GRANULAR MAT. ORGAN. GRANULAR Transformador electrico Poste metalico del sist. de iluminacion Poste de iluminacion de cºaº Sistema de instalaciones electricas va hacia al camerino derecho cable AWG Nº10 Red de sistema de ilumimacion viene del transformador N.M

Language	Spanish
Drawing Type	Plan
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, civil, complete, court, cusco, distribution, DWG, electrical, elevations, engineering, feld, field, PERU, plan, plans, plumbing, projekt, projet de stade, projeto do estádio, set, stadion, Stadium, stadium project, topographic