Central City Square, Urban Design Study DWG Block for AutoCAD

Central City Square, Urban Design Study DWG Block for AutoCAD

Design of a central urban plaza with space for recreational and civic activities, with green areas, furnishings, landscaping and disabled access.

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

topographic – sections, province :, scale :, ing. boris leon cisnero, project:, omia, amazonas, tocuya, district:, designer :, region :, plane :, owner :, district municipality, chachapoyas, ind., date :, beto construction equipment sac, chachapoyas – amazonas – peru, perimetric – measures, npt, mondines, axis, typical section, jr. andres razuri, jr. bolognesi, jr. jose olaya-jr. tarapaca, jr. jauja, contension wall, mast, floor, polished cement, flagstone, legend of trees and ornamental species for park landscape, ficus or, grass, flowers, chiflera, typical tree, palm tree, orchid, adoquin concrete floor, planted with orchids, alc. stone, polished cement floor, polished cement floor, pool, real, common, sheet:, polished terrazzo base, polished terrazzo

Raw text data extracted from CAD file:

A1 TOPOGRAFICO - SECCIONES Provincia: Escala: ING. BORIS LEON CISNERO PROYECTO: OMIA AMAZONAS TOCUYA Distrito: Proyectista: Region: PLANO: PROPIETARIO: MUNICIPALIDAD DISTRITAL DE CHACHAPOYAS IND. LAMINA N°: DIC. - 2011 Fecha: T01 DIRECCION : LA MERCED N° 564 2º PISO BETO EQUIPOS DE CONSTRUCCION S.A.C. CHACHAPOYAS - AMAZONAS - PERU Telf. RPM *0102198 - 941979299 - 041- 478333 PERIMETRICO - MEDIDAS Provincia: Escala: PROYECTO: OMIA AMAZONAS TOCUYA Distrito: Proyectista: Region: PLANO: PROPIETARIO: MUNICIPALIDAD DISTRITAL DE CHACHAPOYAS IND. LAMINA N°: DIC. - 2011 Fecha: P01 DIRECCION : LA MERCED N° 564 2º PISO BETO EQUIPOS DE CONSTRUCCION S.A.C. CHACHAPOYAS - AMAZONAS - PERU Telf. RPM *0102198 - 941979299 - 041- 478333 A2 N.P.T. +/- 0.00 A BMW 007 MONDINES MONDINES 5 5 5 5 5 LP V LP V EJE MEJORAMIENTO DE SUB BASE 0.10cm. ASFALTO 0.05 cm. BASE 0.15 cm. SUB BASE 0.15 cm. P SECCION TIPICA JR. ANDRES RAZURI ESCALA 1/100 5 5 5 C C 5 5 5 JR. BOLOGNESI ESCALA 1/100 LP V LP V J J C C EJE 5 5 5 ASFALTO 0.05 cm. BASE 0.15 cm. SUB BASE 0.15 cm. P 5 MEJORAMIENTO DE SUB BASE 0.10 cm. 5 5 5 JR. JOSE OLAYA-JR. TARAPACA ESCALA 1/100 LP V LP V C C EJE 5 ASFALTO 0.05 cm. BASE 0.15 cm. SUB BASE 0.15 cm. P 5 5 5 MEJORAMIENTO DE SUB BASE 0.10cm. 5 5 5 5 TRAMO 1 / JR. JAUJA ESCALA 1/100 LP V LP V C C EJE 5 ASFALTO 0.05 cm. BASE 0.10 cm. SUB BASE 0.15 cm. P 5 MEJORAMIENTO DE SUB BASE 0.10cm. 5 5 TRAMO 3 5 5 TRAMO 2 JR. JAUJA ESCALA 1/100 LP V LP V C C EJE 5 ASFALTO 0.05 cm. BASE 0.10 cm. SUB BASE 0.15 cm. P 5 MEJORAMIENTO DE SUB BASE 0.10cm. 5 5 \A1;.40 \A1;1.75 \A1;.85 \A1;6.00 \A1;.40 \A1;1.75 \A1;.85 \A1;.40 \A1;12.00 \A1;7.20 \A1;5.00 \A1;.40 \A1;.40 \A1;5.00 \A1;10.00 \A1;1.00 \A1;1.00 \A1;4.60 \A1;1.30 \A1;.40 \A1;4.00 \A1;4.00 \A1;8.00 \A1;1.30 \A1;1.60 \A1;6.00 \A1;.40 \A1;.40 \A1;10.00 \A1;1.60 \A1;2.00 \A1;7.20 \A1;.40 \A1;.40 \A1;12.00 \A1;2.00 35.95 5.10 29.00 R3.00 R3.10 4.72 36.54 9.42 1.00 23.84 8.85 2.00 8.00 0.40 0.60 12.20 1.20 2.00 7.00 0.40 0.40 12.40 1.40 1.20 2.00 6.00 0.40 0.40 11.60 1.60 1.20 4.00 7.80 0.50 0.40 1.20 3.00 16.90 \A1;.15 32.95 33.54 1460.921 BM 1461.239 1 1461.092 2 1460.289 3 1460.389 4 1460.764 5 1461.261 6 1461.700 7 1461.292 8 1461.081 9 1460.868 10 1462.310 11 1461.942 12 1460.725 13 1460.081 14 1461.531 15 1461.590 16 1459.392 17 1458.851 18 1460.386 19 1460.557 20 1458.812 21 1458.446 22 1458.259 23 1458.340 24 1458.394 25 1458.475 26 1458.223 27 1458.847 28 1457.932 29 1457.825 30 1457.937 31 1457.955 32 1458.025 33 1458.054 34 1459.408 35 1460.398 36 1460.167 37 1460.102 38 1460.557 39 1460.497 40 1460.818 41 1460.735 42 1460.668 43 1460.674 44 1458.721 45 1459.023 46 1460.174 47 1459.954 48 1459.766 49 1460.641 50 1459.963 51 1459.508 52 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.184 57 1459.640 58 1459.992 59 1459.414 60 1459.020 61 1458.559 62 1458.674 63 1459.104 64 1459.681 65 1460.221 66 1461.575 67 1463.228 68 1464.495 69 1463.566 70 1463.296 71 1461.843 72 1461.659 E2 1464.951 73 1465.673 74 1464.642 75 1464.744 76 1464.608 77 1462.586 78 1462.423 79 1461.000 NM 1461.000 E1 1461.660 E2 1459.392 17 1460.557 39 1460.668 43 1459.023 46 1460.174 47 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.020 61 1458.559 62 1458.674 63 1461.092 2 1460.557 39 1460.497 40 1459.023 46 1460.174 47 1459.954 48 1459.766 49 1460.641 50 1459.963 51 1459.508 52 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.184 57 1459.640 58 1461.000 NM 1461.000 E1 1460.921 BM 1461.239 1 1461.092 2 1460.289 3 1460.868 10 1458.340 24 1458.394 25 1458.475 26 1458.223 27 1458.847 28 1457.932 29 1457.825 30 1457.937 31 1458.054 34 1459.408 35 1460.398 36 1460.167 37 1460.102 38 1460.557 39 1460.497 40 1460.818 41 1460.735 42 1460.668 43 1460.674 44 1458.721 45 1459.023 46 1460.174 47 1459.954 48 1459.766 49 1460.641 50 1459.963 51 1459.508 52 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.184 57 1459.640 58 1461.575 67 1463.228 68 1464.495 69 1463.566 70 1463.296 71 1461.843 72 1461.000 NM 1461.000 E1 1460.921 BM 1461.239 1 1461.092 2 1460.289 3 1460.389 4 1460.764 5 1461.261 6 1461.595 7 1461.292 8 1461.081 9 1460.868 10 1462.310 11 1461.942 12 1460.725 13 1460.081 14 1461.531 15 1461.590 16 1459.392 17 1458.851 18 1460.386 19 1460.488 20 1458.812 21 1458.446 22 1458.259 23 1458.340 24 1458.394 25 1458.475 26 1458.223 27 1458.847 28 1457.932 29 1457.825 30 1457.937 31 1457.955 32 1458.025 33 1458.054 34 1459.408 35 1460.398 36 1460.167 37 1460.102 38 1460.557 39 1460.497 40 1460.818 41 1460.735 42 1460.668 43 1460.674 44 1458.721 45 1459.023 46 1460.174 47 1459.954 48 1459.766 49 1460.641 50 1459.963 51 1459.508 52 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.184 57 1459.640 58 1459.992 59 1459.414 60 1459.020 61 1458.559 62 1458.674 63 1459.104 64 1459.681 65 1460.221 66 1461.575 67 1463.228 68 1464.495 69 1463.566 70 1463.296 71 1461.843 72 1461.659 E2 1464.951 73 1465.673 74 1464.642 75 1464.744 76 1464.608 77 1462.586 78 1462.423 79 1461.000 NM 1461.000 E1 1461.660 E2 1460.921 BM 1461.239 1 1461.092 2 1460.289 3 1460.389 4 1460.764 5 1461.261 6 1461.595 7 1461.292 8 1461.081 9 1460.868 10 1462.310 11 1461.942 12 1460.725 13 1460.081 14 1461.531 15 1461.590 16 1459.392 17 1458.851 18 1460.386 19 1460.488 20 1458.812 21 1458.446 22 1458.259 23 1458.340 24 1458.394 25 1458.475 26 1458.223 27 1458.847 28 1457.932 29 1457.825 30 1457.937 31 1457.955 32 1458.025 33 1458.054 34 1459.408 35 1460.398 36 1460.167 37 1460.102 38 1460.557 39 1460.497 40 1460.818 41 1460.735 42 1460.668 43 1460.674 44 1458.721 45 1459.023 46 1460.174 47 1459.954 48 1459.766 49 1460.641 50 1459.963 51 1459.508 52 1459.019 53 1458.635 54 1458.841 55 1458.768 56 1459.184 57 1459.640 58 1459.992 59 1459.414 60 1459.020 61 1458.559 62 1458.674 63 1459.104 64 1459.681 65 1460.221 66 1461.575 67 1463.228 68 1464.495 69 1463.566 70 1463.296 71 1461.843 72 1461.659 E2 1464.951 73 1465.673 74 1464.642 75 1464.744 76 1464.608 77 1462.586 78 1462.423 79 1461.000 NM 1461.000 E1 1461.660 E2 1459 MURO DE CONTENSION MASTIL 1459 N.P.T=146060 N.P.T=146045 N.P.T=146030 N.P.T=146015 PISO + + 1460.40 CEMENTO PULIDO PISO + + 1460.00 PIEDRA LAJA LEYENDA DE ARBOLES Y ESPECIES ORNAMENTALES PARA EL RATAMIENTO PAISAJISTA DEL PARQUE \Q3.00000;\W1.20000x;\T1.40000;S \W0.13605; \Q3.00000;\W1.20000x;\T1.40000;I \Q3.00000;\W1.20000x;\T1.40000;M \Q3.00000;\W1.20000x;\T1.40000;B \Q3.00000;\W1.20000x;\T1.40000;O \Q3.00000;\W1.20000x;\T1.40000;L \Q3.00000;\W1.20000x;\T1.40000;O \Q3.00000;\W1.20000x;\T1.40000;G \W0.13605; \Q3.00000;\W1.20000x;\T1.40000;I \Q3.00000;\W1.20000x;\T1.40000;A FICUS O \Q3;\W1.2;\T1.4;N O M B R E GRASS FLORES (VARIADAS) CHIFLERA ARBOL TIPICO PALMERA ORQUIDEAS N.P.T=145955 N.P.T=145985 1 2 PISO + + 1460.60 CEMENTO PULIDO + + 1460.90 COLOR ROJO .20 x .10 x .04 cm. PISO ADOQUIN DE CONCRETO 1 2 PISO + + 1460.30 CEMENTO PULIDO SEMBRADO DE ORQUIDEAS N.P.T=145970 PISO + + 1459.25 Alc. de Piedra Alc. de Piedra 1458 1459 1460 1459 1459 N.P.T=145955 N.P.T=145985 N.P.T=145970 N.P.T=145955 N.P.T=145985 N.P.T=145970 PISO + + 1460.00 PIEDRA LAJA PISO + + 1460.00 PIEDRA LAJA PISO + + 1460.00 PIEDRA LAJA N.P.T=146015 PENDIENTE 10% PISO CEMENTO PULIDO + + 1460.60 PISO + + 1460.30 CEMENTO PULIDO PENDIENTE 10% PISO + 1459.9 CEMENTO PULIDO + + 1459.55 + + 1459.55 COLOR ROJO .20 x .10 x .04 cm. PISO ADOQUIN DE CONCRETO + + 1459.30 COLOR ROJO .20 x .10 x .04 cm. PISO ADOQUIN DE CONCRETO + + 1459.55 PISO DE CEMENTO PULIDO + + 1459.30 PISO DE CEMENTO PULIDO + + 1460.00 PISO DE CEMENTO PULIDO PENDIENTE 10% CALLE 2 PENDIENTE 10% + + 1459.45 PISO DE CEMENTO PULIDO + + 1459.30 PISO DE CEMENTO PULIDO PILETA CALLE 1 CALLE 3 COLOR ROJO .20 x .10 x .06 cm. PISO ADOQUIN DE CONCRETO REAL PALMERA COMUN PISO + + 1460.60 CEMENTO PULIDO + + 1459.55 COLOR ROJO .20 x .10 x .06 cm. PISO ADOQUIN DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 S=3.5% S=3.5% + + 1459.55 PISO ADOQUIN DE CONCRETO S=3.03% 5 5 CALLE 1 ESCALA 1/100 V LP V C C EJE 5 P 5 5 5 5 5 CALLE 2 ESCALA 1/100 V LP V C C EJE 5 P 5 5 5 5 J 5 5 CALLE 3 ESCALA 1/100 V LP V C C EJE 5 P 5 5 5 5 5 5 CALLE 4 ESCALA 1/100 V LP V C C EJE 5 P 5 5 5 E 5 S=4.5% S=2.5% S=3.03% A A A A A-1 Lamina: BASE DE ASTA TERRAZO PULIDO BASE DE ASTA TERRAZO PULIDO BASE DE ASTA TERRAZO PULIDO 5 5 5 ALCANTARILLA DE CONCRETO 0.50x0.50

Language	Spanish
Drawing Type	Block
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool
Tags	activities, areas, autocad, block, central, city, civic, commercial, Design, DWG, green, mall, market, park, plaza, recreational, shopping, space, square, study, supermarket, trade, urban