Project Multi Court With Illumination DWG Full Project for AutoCAD

Project mulicourt with illumination

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

basketball court, ladder, mini soccer court, volleyball court, tennis court, architect, owner, board, hoop, note:, – basketball, – red, side elevation, bolted or pressure cover, embedment detail pillars, det . basketball arch foundation, ring fixing, rear elevation, dosage concretes, plant, recessed poles, for tennis and volleyball net, canalis. subtitle, location, multi-stroke, s.e.c., cond. thhn, cto events, socket, splice, existing, school, projected, unilinear diagram of protections

Raw text data extracted from CAD file:

\A1;580 \A1;1440 \A1;580 \A1;2600 \A1;400 \A1;300 \A1;400 \A1;300 \A1;87 \A1;87 \A1;87 \A1;87 \A1;87 \A1;87 \A1;87 \A1;87 \A1;1400 \A1;100 \A1;120 \A1;R180 \A1;R180 \A1;5.8 \A1;14.4 \A1;5.8 \A1;4.0 \A1;3.0 \A1;4.0 \A1;3.0 \A1;14.0 \A1;1.0 \A1;1.2 \A1;R1.8 \A1;R1.8 \A1;26.0 \A1;14.0 \A1;R1.8 \A1;R2.0 \A1;R2.0 \A1;26.0 \A1;14.0 \A1;4.0 \A1;3.0 \A1;3.0 \A1;6.0 \A1;4.0 \A1;6.0 \A1;2.5 \A1;9.0 \A1;2.5 \A1;26.0 \A1;14.0 \A1;1.1 \A1;2.5 \A1;6.4 \A1;6.4 \A1;2.5 \A1;1.1 \A1;1.4 \A1;1.4 \A1;4.2 \A1;1.4 \A1;1.4 \A1;4.2 \A1;1.53 \A1;1.53 \A1;0.47 \A1;1.82 \A1;2.05 \A1;0.80 \A1;3.05 \A1;0.15 \A1;0.45 \A1;0.8 \A1;0.15 \A1;0.15 \A1;0.3 \A1;0.02 \A1;0.55 \A1;0.2 \A1;0.1 \A1;0.2 \A1;0.1 \A1;0.2 \A1;0.2 \A1;0.1 \A1;0.2 \A1;0.1 \A1;0.2 \A1;26.0 \A1;0.05 \A1;2.0 \A1;0.05 \A1;2.9 \A1;0.05 \A1;6.0 \A1;6.0 \A1;6.0 \A1;6.0 \A1;6.0 \A1;30.0 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;17.0 \A1;25 \A1;25 \A1; \A1; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CANCHA DE BASKETBOL 1 : 50 ESCALA R1.8 14.0 4.0 4.0 3.0 3.0 R1.8 1.2 1.0 14.4 5.8 5.8 CANCHA DE BASKETBOL ESCALA 1 : 100 R1.8 CANCHA MINI FUTBOL ESCALA 1 : 100 14.0 26.0 R2.0 R2.0 CANCHA DE VOLEIBOL ESCALA 1 : 100 14.0 26.0 4.0 3.0 3.0 6.0 4.0 6.0 2.5 9.0 2.5 CANCHA DE TENIS ESCALA 1 : 100 14.0 26.0 1.1 2.5 6.4 6.4 2.5 1.1 1.4 1.4 4.2 1.4 1.4 4.2 ARQUITECTO PROPIETARIO PROPIETARIO ARQUITECTO 1.53 1.53 0.47 1.82 2.05 0.80 3.05 0.15 0.45 FE 4″ FE 4″ TABLERO ARO NOTA : – BASQUETBOL – TRAZAR DEMARCATORIO 5cm – DE COLOR ROJO ELEVACION LATERAL ESCALA 1 : 25 0.8 E 6 A 15 0.15 0.15 0.3 4 8 L 70 cm R FE 25 x 25 x 0.5 cm 0.02 0.55 3″ TAPA ATORNILLADA O A PRESION DETALLE EMPOTRAMIENTO PILARES ESCALA 1 : 20 0.2 0.1 0.2 0.1 0.2 0.2 0.1 0.2 0.1 0.2 4 6 L 70cm E 6 A 15 DET. FUNDACION ARCO DE BASQUETBOL ESCALA 1 : 10 26.0 0.05 2.0 0.05 2.9 0.05 MALLA 10 x 10cm FE 2″ FIJACION DEL ARO ELEVACION POSTERIOR ESCALA 1 : 25 \fTimes New Roman|b0|i0|c0|p18;SOLERILLA \fTimes New Roman|b0|i0|c0|p18;ESPESOR = 10 cm. \fTimes New Roman|b0|i0|c0|p18;ESPESOR = 10 cm \fTimes New Roman|b0|i0|c0|p18;ESPESOR = 15 cm \fTimes New Roman|b0|i0|c0|p18;HORMIGON \fTimes New Roman|b0|i0|c0|p18;CAMA DE RIPIO \fTimes New Roman|b0|i0|c0|p18;BASE ESTABILIZADA DOSIFICACION HORMIGONES 300Kg / CEM / M 3 PLANTA ESCALA 1 : 100 JUNTAS DE DILATACION 3mm PENDIENTE 1% PENDIENTE 1% JUNTAS DE DILATACION 3mm EMPOTRAMIENTO DE POSTES PARA RED DE TENIS Y VOLEIBOL PROPIETARIO ARQUITECTO 6.0 6.0 6.0 6.0 6.0 30.0 4.25 4.25 4.25 4.25 17.0 5 5 CANALIS. SUBT. \fTimes New Roman|b0|i0|c0|p18;TDA \fTimes New Roman|b0|i0|c0|p18;CUADRO DE CARGAS DE ALUMBRADO – \fTimes New Roman|b0|i0|c0|p18;4 \fTimes New Roman|b0|i0|c0|p18;8 \fTimes New Roman|b0|i0|c0|p18;5 \fTimes New Roman|b0|i0|c0|p18;5 \fTimes New Roman|b0|i0|c0|p18;1 – \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;H.M \fTimes New Roman|b0|i0|c0|p18;CTO \fTimes New Roman|b0|i0|c0|p18;3 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;400w \fTimes New Roman|b0|i0|c0|p18;Nº – – – – – – \fTimes New Roman|b0|i0|c0|p18;ENCH. \fTimes New Roman|b0|i0|c0|p18;2.5 \fTimes New Roman|b0|i0|c0|p18;5.7 \fTimes New Roman|b0|i0|c0|p18;5 \fTimes New Roman|b0|i0|c0|p18;0.8 \fTimes New Roman|b0|i0|c0|p18;PROYECTISTA: \fTimes New Roman|b0|i0|c0|p18;ESC. 1:200 \fTimes New Roman|b0|i0|c0|p18;ENERO – 2003 \fTimes New Roman|b0|i0|c0|p18;LAMINA 1 DE 1 \fTimes New Roman|b0|i0|c0|p18;PROYECTOR HALURO METALICO DE 400 WATTS/220 VOLTS \fTimes New Roman|b0|i0|c0|p18;POSTE METALICO DE 8 MTS. DE ALTURA \fTimes New Roman|b0|i0|c0|p18;SIMBOLOGIA \A1; \A1; UBICACION CONDUIT DE 16 mm E MULTICANCHA CONDUIT DE 16 mm CANALIS. SUBT. \fTimes New Roman|b0|i0|c0|p18;APLIQ. \fTimes New Roman|b0|i0|c0|p18;TOTAL \fTimes New Roman|b0|i0|c0|p18;POT. \fTimes New Roman|b0|i0|c0|p18;KW. \fTimes New Roman|b0|i0|c0|p18;PROTECCIONES \fTimes New Roman|b0|i0|c0|p18;DISY. \fTimes New Roman|b0|i0|c0|p18;DIF. \fTimes New Roman|b0|i0|c0|p18;1 x 10 A \fTimes New Roman|b0|i0|c0|p18;1 x 16 A \fTimes New Roman|b0|i0|c0|p18;2 x 25 A 0.03 A \fTimes New Roman|b0|i0|c0|p18;CANALIZACION \fTimes New Roman|b0|i0|c0|p18;DUCTO \fTimes New Roman|b0|i0|c0|p18;COND. mm2 \fTimes New Roman|b0|i0|c0|p18;CONDUIT 16 MM \fTimes New Roman|b0|i0|c0|p18;THNN N° 12 \fTimes New Roman|b0|i0|c0|p18;TOTAL \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 \fTimes New Roman|b0|i0|c0|p18;1 S.E.C. C2 C1 C4 C3 COND. THHN 3 X 12 AWG \fTimes New Roman|b0|i0|c0|p18;PROPIETARIO \fTimes New Roman|b0|i0|c0|p18;UBICACION \fTimes New Roman|b0|i0|c0|p18;THNN N° 12 \fTimes New Roman|b0|i0|c0|p18;THNN N° 12 \fTimes New Roman|b0|i0|c0|p18;THNN N° 12 \fTimes New Roman|b0|i0|c0|p18;THNN N° 12 \fTimes New Roman|b0|i0|c0|p18;CONDUIT 16 MM \fTimes New Roman|b0|i0|c0|p18;CONDUIT 16 MM \fTimes New Roman|b0|i0|c0|p18;CONDUIT 16 MM \fTimes New Roman|b0|i0|c0|p18;CONDUIT 16 MM \fTimes New Roman|b0|i0|c0|p18;0.8 \fTimes New Roman|b0|i0|c0|p18;0.8 \fTimes New Roman|b0|i0|c0|p18;0.8 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;2 \fTimes New Roman|b0|i0|c0|p18;2 C1 TORRE 1 1×10 A \fTimes New Roman|b0|i0|c0|p18;1 x 10 A \fTimes New Roman|b0|i0|c0|p18;1 x 10 A \fTimes New Roman|b0|i0|c0|p18;1 x 10 A C2 C3 C4 C5 1×10 A 1×10 A 1×10 A 1×16 A TORRE 1 TORRE 2 TORRE 3 TORRE 4 CTO EVENTOS 1×30 A P D 2×25 A 0.03 A ENCHUFE HEMBRA 1500 W TG EMPALME EXISTENTE ESCUELA CONDUIT DE 20 mm CANALIS. SUBT. COND. THHN 3 X 10 AWG PROYECTADO T.P. 2.5 MM CW 5/8″ X 1,5 MT DIAGRAMA UNILINEAL DE PROTECCIONES ESCUELA