Earth Moving Pinula Square Mall DWG Block for AutoCAD

Km 17.4 TO SAN JOSE PINULA.; Fraijanes; Guatemala

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

tower, to. maneuvers, restaurant, kitchen, tables, tables, backroom, ramp, parking, dump, ramp, ramp, plant, emergency, electrical, rush, electrical, boards, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, ramp, DC’, m., tank, tank, machine room, Processing facilities, institutional label, ramp, ramp, bus stop, scale:, design:, drawing:, date:, revised:, calculation:, content:, classification:, do not. total leaves:, sheet number:, project management:, draft:, signature planner:, owner’s signature:, plot area, symbology, Notes:, apartments, Guatemala, indicated, design speed, sta, ep:, pi:, bp:, entrance to the land, tragic, siege, perimeter wall, neighbor mesh wall, neighboring perimeter wall, post, san jose pinula, Departure Guatemala, quota, north, foot, foot, foot, foot, foot, cja, cja, cja, foot, foot, foot, foot, foot, check, wall, wall, check, wall, Wall, check, Wall, check, Wall, post, post, check, Wall, Wall, check, Wall, trag, trag, court of land, landfill, flat finished floor in local banquette, sloping street sidewalk, platform of premises finished flat quota., variable slope bench platform, flat finished floor in street sidewalk, sloping street sidewalk, quota, quota, quota, cut, quota, cut, quota, quota, finished floor level, projection of natural terrain, finished floor level, projection of natural terrain, finished floor level, projection of natural terrain, finished floor level, projection of natural terrain, quota, finished floor level, projection of natural terrain, quota, finished floor level, projection of natural terrain, quota, ground boundary, levels refer to finished floor., cut, earthmoving plant, scale, Search by photos:, Mall, square pinula, km. towards san jose, Guatemala., plant, movement, of land, indicated, September, ib architects, cross-sections earth movements, scale, Search by photos:, Mall, square pinula, km. towards san jose, Guatemala., sections, movement, of land, indicated, September, ib architects, cut

Raw text data extracted from CAD file:

100.02 99.30 4.37% 99.49 1,764.00 m2 L-10 / la torre 464.07 m2 L-33 L-32 L-31 39.02m2 L-30 37.75m2 L-29 36.49m2 L-27 33.95m2 L-26 32.69m2 L-25 31.42m2 L-24 30.16m2 L-23 28.89m2 L-22 27.62m2 L-21 26.36m2 L-20 67.03m2 L-5 62.50m2 L-6 62.50m2 L-4 62.50m2 L-3 62.50m2 L-2 62.50m2 419.56 m2 a. maniobras L-28 35.22m2 L-34 L-35 66.73m2 L-36 68.00m2 L-37 69.26m2 400.79m2 L-39/ restaurante 99.65 98.99 99.76 0.63% L-K6 8.40m2 L-K5 8.40m2 204.514m2 4 A 6.650000000000659 6.500000000000455 6.500000000000227 8.994700000006333 6.499999999999432 6.500000000000682 6.650000000000205 35.20000000000018 D 3.200000000032901 19.73999999996278 B 17.00001022822165 B8 B9 B10 B11 B13 B18 4.999999999999773 5.0 4.999999999999773 4.449999122303552 5.0 5.000000000000114 5.0 5.0 5.0 4.999999999568217 5.000000000431783 5.000000000000114 4.999999999999886 5.0 5.000000000000114 4.999999999999886 5.000000000000114 5.0 BB BA BC 4.30531723389845 5 A1 A2 A3 A4 A6 A7 AB AA 12.3497526733874 B19 B20 B21 B22 B23 B24 B25 B26 B27 5 6 7 8 9 10 11 1 2 3 cocina mesas mesas * 4.09% 98.69 A0 L-1 62.50m2 B7 L-38 70.53m2 5.000000000000341 E B5 B4 B3 B2 B6 B1 B0 5.000000000000114 4.999999999999773 5.000000000000114 5.0 3.899999999999977 5.276161286533238 B12 4.999999999999886 B14 B15 B16 B17 mesas trastienda L-K3 8.40m2 L-K2 8.40m2 A8 A9 A10 L-7 62.50m2 L-8 62.50m2 L-9 62.50m2 L-K4 8.40m2 L-13 50.25m2 L-14 50.00m2 L-15 50.00m2 L-16 50.00m2 L-17 50.00m2 L-18 50.00m2 L-19 127.84m2 S RAMPA 152 PARQUEOS L-11 51.39m2 L-12 194.77m2 C1 C3 C5 C6 C7 C8 C2 CD CC CB CA C9 4.999999999999886 5.0 1.500000000000171 4.999999999999886 5.000000000000057 5.0 5.0 5.0 5.0 L-K1 8.40m2 basurero L-K7 8.40m2 100.69 99.87 100.00 99.70 100.45 99.63 99.25 0.9% 1.11% 1.12% 4.98% 100.30 100.60 100.90 B B 12.34975267338754 5.000000000002458 5.000000000002501 4.999999999997485 5.00000000000253 4.999999999997485 5 9.900000000105251 4.999999999999659 4.095000000000027 100.80 S RAMPA 8% RAMPA 12% S planta emergencia sub-estacion electrica acometida P=10.9% 101.00 100.35 electrica A5 5.0 tableros 4.94% S RAMPA P=9.6% S RAMPA P=4.8% 99.80 100.20 5.0 100.50 RAMPA 12% S RAMPA 12% S RAMPA 12% RAMPA 12% B RAMPA 12% RAMPA 12% B 99.85 99.40 RAMPA 12% B 99.55 RAMPA 12% 100.24 0.90% . B B B B RAMPA 12% B RAMPA 12% B RAMPA 12% B S RAMPA 3.2% RAMPA 7.2% S B B B B B S S B B B B B CC’ 0.599999999999909 99.33 99.47 99.38 99.10 99.83 99.43 100.16 B B B POZO MEC. CISTERNA – 81m3 5.00×6.00×2.70 4.799999999999912 4.850000000000037 4.850000000000023 4.499999999999957 17.20001022810418 CISTERNA 18m3 CUARTO DE MAQUINAS 6.004999999997608 S B28 B29 5.0 3.827344257967184 C4 1.699999999997516 4.999999999999986 C10 PLANTA DE TRATAMIENTO L-TERRENO 548.65m2 5.690000000000111 ROTULO INSTITUCIONAL 100.30 B RAMPA 8% 100.20 100.30 RAMPA 10% S P= 12% S 100.35 101.00 101.00 4.160051797696624 PARADA DE BUSES O % ESCALA: DISEÑO: DIBUJO: FECHA: REVISO: CALCULO: CONTENIDO: CLASIFICACION: No. TOTAL DE HOJAS: HOJA NUMERO: DIRECCION DEL PROYECTO: PROYECTO: FIRMA PLANIFICADOR: FIRMA PROPIETARIO: PLOT AREA 844.30mm X 597.92mm SIMBOLOGIA NOTAS: APARTAMENTOS GUATEMALA GUATEMALA GUATEMALA GUATEMALA INDICADA 2004 IBARGÜEN+BETANCOURT IBARGÜEN+BETANCOURT IBARGÜEN+BETANCOURT / IBARGÜEN+BETANCOURT / O \A1; \A1; 0+106.85 0+058.09 0+016.08 DESIGN SPEED = 100 km/h STA 0+000.00 EP: 0+111.53 PI: 0+102.05 PI: 0+092.29 PI: 0+080.16 PI: 0+068.32 PI: 0+056.06 PI: 0+044.76 PI: 0+033.83 PI: 0+023.95 PI: 0+011.97 BP: 0+000.00 0+112 0+100 0+080 0+060 0+040 0+020 0+000 102.00 102.00 102.00 102.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 101.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 99.00 98.00 98.00 98.00 98.00 98.00 98.00 98.00 98.00 97.00 97.00 97.00 97.00 97.00 97.00 97.00 97.00 96.00 96.00 96.00 96.00 96.00 96.00 96.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00 94.00 94.00 94.00 94.00 94.00 94.00 94.00 93.00 93.00 93.00 ENTRADA AL TERRENO TRAGANTE CERCO CERCO CERCO MURO PERIMETRAL MURO PERIMETRAL MURO MALLA VECINO MURO MALLA VECINO MURO PERIMETRAL VECINO POSTE POSTE POSTE REF_4 REF_3 REF_2 REF_1 A SAN JOSE PINULA SALIDA GUATEMALA A O % 18 COTA \A1;0.60 \A1;4.80 \A1;4.85 \A1;4.85 \A1;4.50 \A1;6.65 \A1;6.50 \A1;6.50 \A1;8.99 \A1;6.50 \A1;6.50 \A1;6.65 \A1;35.20 \A1;3.20 \A1;19.74 \A1;17.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.45 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.31 \A1;VARIABLE \A1;12.35 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;3.90 \A1;5.28 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;12.35 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;9.90 \A1;5.00 \A1;4.10 \A1;5.00 \A1;5.00 \A1;17.20 \A1;6.01 \A1;5.00 \A1;3.83 \A1;1.70 \A1;5.00 \A1;5.69 \A1;4.16 REF-1 1 97.970 NORTE 2 97.944 REF-2 3 96.323 REF-3 4 97.372 REF-4 5 100.460 I-MURO 6 100.897 PIE 7 100.402 SB 8 100.406 OC-ASF 9 100.217 OC-ENT 10 100.107 SB 11 100.307 PTN-ENT 12 100.364 PTN-ENT 13 100.190 OC-ENT 14 99.952 OC-ENT 15 99.836 SB 16 100.034 PIE 17 99.964 COR-CERCO 18 100.562 OC-ASF 19 100.500 OC-ASF 20 99.558 SB 21 99.761 PIE 22 99.860 COR-CERCO 23 101.057 COR-CERCO 24 100.761 PIE 25 99.297 SB 26 99.387 OC-ASF 27 99.184 OC-TRAG 28 98.636 SB 29 98.834 PIE 30 98.826 COR-CERCO 31 100.266 OC-TRAG 34 98.510 CJA 35 98.705 CJA 36 98.730 CJA 37 98.827 OC-ASF 38 97.803 SB 39 98.011 PIE 40 97.868 COR-CERCO 41 99.644 PT-LUZ 42 97.221 PT-TEL 43 97.361 OC-ASF 44 96.701 SB 45 96.894 PIE 46 96.871 COR-CERCO 47 98.835 COR-CERCO 48 98.281 PIE 49 96.162 SB 50 96.019 OC-ASF 51 95.825 PT-TEL 52 95.320 PT-TEL 53 95.350 I-MURO 54 95.306 PIE 55 95.122 SB 56 95.102 OC-ASF 57 94.917 PIE 58 95.357 COR-CERCO 59 97.129 OC-ASF 60 93.917 OC-ASF 61 93.993 OC-ASF 62 94.775 OC-ASF 63 95.590 OC-ASF 64 96.633 OC-ASF 65 97.578 OC-ASF 66 98.553 OC-ASF 67 99.134 OC-ASF 68 99.475 OC-ASF 69 99.772 OC-ASF 70 100.108 OC-ASF 71 100.426 PT-TEL 72 100.588 PT-TEL 73 100.549 PT-LUZ 74 100.718 PT-TEL 75 100.433 PT-TEL 76 101.134 E-1 77 100.734 CHEQ 78 97.970 PARED 79 101.695 N 80 101.773 N 81 101.269 N 82 101.176 N 83 100.912 N 84 100.682 N 85 100.464 N 86 100.139 N 87 99.240 PARED 88 98.247 E-2 89 101.393 CHEQ 90 100.727 PARED 91 101.891 N 92 101.733 N 93 101.209 N 94 100.461 N 95 100.418 N 96 100.490 N 97 99.254 MURO 98 98.528 E-3 99 101.704 CHEQ 100 101.395 MURO 101 102.583 N 102 101.871 N 103 101.744 N 104 101.349 N 105 100.688 N 106 100.384 N 107 99.476 N 108 99.248 FIN-MURO-MALLA 109 99.138 E-4 110 101.500 CHEQ 111 101.696 MURO 112 102.547 N 113 102.179 N 114 101.826 N 115 101.175 N 116 100.450 N 117 99.803 MURO-MALLA 118 99.513 POSTE 119 103.314 POSTE 120 105.751 E-5 121 100.850 CHEQ 122 101.495 MURO 123 102.647 N 124 101.936 N 125 101.197 N 126 100.386 N 127 100.262 MURO-MALLA 128 99.441 MURO-MALLA 129 97.500 N 130 98.144 N 131 98.136 N 132 98.464 N 133 99.025 N 134 99.558 MURO 135 100.313 E-6 136 97.182 CHEQ 137 100.851 MURO 138 97.105 N 139 95.758 N 140 95.311 N 141 95.116 N 142 94.961 N 143 94.758 MURO-MALLA 144 94.486 ESQ-MURO 145 92.802 N 146 92.381 N 147 92.494 N 148 92.722 N 149 92.906 N 150 93.031 N 151 93.268 ESQ-MURO 152 93.633 N TRAG 33 98.513 TRAG 32 98.632 C. 101.00 C. 100.20 C. 100.80 C. 99.25 C. 100.30 C. 100.60 100.90 C. 99.80 CORTE DE TERRENO RELLENO DE TERRENO COTA PISO TERMINADO EN LOCALES Y BANQUETA C. 100.50 C. 100.35 C. 99.85 C. 99.70 C. 99.55 C. 100.00 C. 99.40 1% 100.27 100.19 100.27 100.28 1% 100.58 100.57 100.58 100.57 100.87 1% 1% 1% 1% 1% 1% 1% 100.39 100.87 100.80 100.85 100.65 1% 99.92 99.97 99.97 99.82 99.82 99.67 99.67 99.52 99.52 99.52 99.37 99.37 99.22 99.22 99.17 99.52 99.87 99.74 1% 1% 1% 1% 1% 1% 1% 1% 99.44 99.47 99.66 99.37 99.93 99.47 99.35 99.01 99.42 98.76 99.37 100.09 99.89 100.70 99.82 99.67 99.49 99.68 99.63 100.98 100.98 100.97 99.44 100.17 100.12 100.17 100.12 1% 100.32 100.32 100.47 100.47 100.78 100.78 100.72 100.98 100.67 100.07 100.13 100.15 100.26 100.24 100.31 100.40 100.48 99.88 99.91 100.93 100.73 100.23 100.72 PENDIENTE EN BANQUETA O CALLE 0% 100.15 100.65 100.87 100.93 100.93 100.93 99.59 99.69 99.85 99.34 100.07 99.59 99.69 99.34 99.18 99.92 100.02 99.67 100.98 1% 100.55 100.50 100.40 100.43 1% 1.5% 1.5% 1.5% 1.5% 1% 1% 1% 3% 3% 100.16 100.44 100.45 1% 1% 1% 99.00 100.73 99.99 100.77 100.89 100.69 100.68 100.73 99.76 100.54 99.66 100.46 100.45 99.78 100.54 99.70 100.50 99.54 100.32 99.44 100.24 100.23 100.28 1.12% PLATAFORMA DE LOCALES COTA DE PISO TERMINADO. PLATAFORMA DE BANQUETA CON PENDIENTE VARIABLE 0.00 COTA PISO TERMINADO EN CALLE O BANQUETA PENDIENTE EN BANQUETA O CALLE 0% C. 101.00 C. 100.30 C. 100.30 A 1 C 1 D 1 E 1 F 1 B 1 102 101 100 99 98 102 101 100 99 98 102 101 100 99 98 102 101 100 99 98 102 101 100 99 98 102 101 100 99 98 97 102 101 100 99 98 97 102 101 100 99 98 102 101 100 99 98 102 101 100 99 98 97 96 102 101 100 99 98 97 96 102 101 100 99 98 97 96 102 100 100 100 102 100 102 102 100 100 COTA 100.00 COTA 100.90 99.92 100.80 100.69 COTA 100.00 COTA 101.00 99.13 100.19 100.30 100.60 100.69 99.87 100.39 100.90 99.87 100.00 99.85 99.70 99.55 99.40 99.25 99.87 99.74 99.30 99.51 99.66 99.37 99.93 99.55 99.35 99.01 99.10 99.31 98.76 98.76 100.09 99.89 100.70 99.49 99.68 98.63 99.44 100.80 100.50 100.35 100.20 99.95 100.13 100.15 100.24 100.26 100.45 100.44 99.74 99.88 100.12 100.69 100.90 101.00 100.73 101.00 100.48 100.43 100.23 100.16 100.80 101.00 100.40 100.73 99.30 99.47 100.50 100.55 100.54 100.16 99.91 100.39 99.00 99.83 99.60 99.64 100.45 99.38 100.20 100.70 COTA 101.00 corte A corte B corte C COTA 99.70 101 100.93 100.45 100.54 100.45 99.76 99.76 99.70 99.67 <- 1 % 1 % -> 1.5 % -> <- 1.5% 1.5 % -> <- 1.5% corte D corte E COTA 101.00 COTA 99.55 101 100.77 <- 1 % COTA 100.80 100.80 NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL PROYECCION DE TERRENO NATURAL 99.55 99.52 COTA 99.25 COTA 100.00 COTA 100.20 100.17 <- 1 % 100.20 99.85 99.62 99.72 99.37 99.13 99.21 99.22 1 % -> 1 % -> 99.25 NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL 100 99.67 1 % -> COTA 100.00 COTA 100.90 NIVEL DE PISO TERMINADO PROYECCION DE TERRENO NATURAL PROYECCION DE TERRENO NATURAL COTA 100.60 COTA 100.30 LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO LIMITE DE TERRENO 1) LOS NIVELES DE COTA, SE REFIEREN A PISO TERMINADO. 102 103 101 103 103 101 103 101 101 99 corte F 101 99 PLANTA DE MOVIMIENTO DE TIERRAS ESCALA 1 / 200 A- CENTRO COMERCIAL PLAZA PINULA 1 CENTRO COMERCIAL PLAZA PINULA Km. 17.4 HACIA SAN JOSE PINULA, FRAIJANES, GUATEMALA. PLANTA MOVIMIENTO DE TIERRAS INDICADA SEPTIEMBRE 2014 IB ARQUITECTOS IB Arq/ IB Arq/ -e.cruz- IB Arq/ SECCIONES TRANSVERSALES – MOVIMIENTOS DE TIERRA ESCALA 1 / 200 A- CENTRO COMERCIAL PLAZA PINULA 1 CENTRO COMERCIAL PLAZA PINULA Km. 17.4 HACIA SAN JOSE PINULA, FRAIJANES, GUATEMALA. SECCIONES MOVIMIENTO DE TIERRAS INDICADA SEPTIEMBRE 2014 IB ARQUITECTOS IB Arq/ IB Arq/ -e.cruz- IB Arq/ CORTE A CORTE B CORTE C CORTE D CORTE E