Structure Plan A Park DWG Plan for AutoCAD

DETAILED PLAN A PARK IN A RURAL AREA

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

sartimbamba, district of, municipal, pergola, av. ciro alegria, av. fernando belaunde terry, av. bazan lynch, av. tower beech, ramp, polished cement floor, lamppost, antler base, concrete adoquin, board, sardinel, planter, municipality, c. minor, dining room, popular, church, garden, ground, natural, front detail base lamp, fixed with electrowelding, circular tube, concrete, footings, columns, beams, will be with type I cement, reinforced concrete in stairs :, concrete simple :, coatings :, technical specifications, expansion joints, – all expansion joints will be filled with asphalt, base lamp, paper base, staircase cut, emulsion, asphalt, filling, tecnoport, sidewalk, bruña, affirmed compacted, natural ground, with asphalt filling, circulation, step, detail base of wastebasket, concrete base, concrete adoquin, natural terrain, pedestrian traffic, concrete sardinel, adoquin confinement, setting with, fine sand, adoquin framework

Raw text data extracted from CAD file:

\A1;1.15 \A1;5.09 \A1;3.70 \A1;.12 \A1;.12 \A1;2.50 \A1;.12 \A1;11.32 \A1;1.39 \A1;7.25 \A1;.92 \A1;4.48 \A1;.92 \A1;2.60 \A1;8.13 \A1;3.64 \A1;3.65 \A1;3.70 \A1;8.63 \A1;11.74 \A1;7.63 \A1;.92 \A1;4.49 \A1;.92 \A1;4.90 \A1;3.61 \A1;3.70 \A1;.12 \A1;.12 \A1;.12 \A1;8.76 \A1;.12 \A1;R12.38 \A1;R8.63 \A1;R4.00 \A1;2.50 \A1;5.26 \A1;1.06 \A1;7.94 \A1;.92 \A1;4.48 \A1;.92 \A1;7.57 \A1;1.13 \A1;2.00 \A1;11.95 \A1;.12 \A1;.12 \A1;1.12 \A1;8.02 \A1;.92 \A1;4.48 \A1;.92 \A1;7.93 \A1;1.09 \A1;12.20 \A1;3.90 \A1;11.98 \A1;1.14 \A1;9.09 \A1;.92 \A1;4.48 \A1;.92 \A1;6.16 \A1;1.40 \A1;11.32 \A1;3.98 \A1;1.14 \A1;11.19 \A1;2.39 \A1;3.61 \A1;.96 \A1;11.82 \A1;7.84 \A1;.92 \A1;4.48 \A1;.92 \A1;4.22 \A1;2.43 \A1;R9.29 \A1;9.61 \A1;3.90 \A1;12.40 \A1;3.98 \A1;9.90 \A1;1.74 \A1;5.71 \A1;.92 \A1;4.48 \A1;.92 \A1;8.26 \A1;2.00 \A1;2.50 \A1;.12 \A1;2.00 \A1;.12 \A1;2.50 \A1;2.38 \A1;.12 \A1;2.38 \A1;.12 \A1;5.56 \A1;6.00 \A1;.12 \A1;.12 \A1;5.85 \A1;.92 \A1;4.48 \A1;.92 \A1;6.08 \A1;1.41 \A1;9.65 \A1;4.03 \A1;9.47 \A1;1.67 \A1;9.21 \A1;2.50 \A1;5.52 \A1;.92 \A1;4.48 \A1;.92 \A1;6.36 \A1;1.13 \A1;11.33 \A1;3.93 \A1;11.77 \A1;3.95 \A1;12.95 \A1;4.48 \A1;7.51 \A1;1.12 \A1;.12 \A1;2.50 \A1;2.38 \A1;.12 \A1;.12 \A1;3.86 \A1;13.19 \A1;1.47 \A1;7.73 \A1;4.48 \A1;.92 \A1;.92 \A1;12.03 \A1;8.14 \A1;1.95 \A1;8.12 \A1;1.52 \A1;12.48 \A1;3.88 \A1;.12 \A1;2.50 \A1;.12 \A1;R4.00 \A1;R4.00 \A1;.92 \A1;8.74 \A1;1.28 \A1;.12 \A1;2.38 \A1;.12 \A1;.12 \A1;2.00 \A1;.12 \A1;7.85 \A1;1.11 \A1;12.63 \A1;4.48 \A1;.92 \A1;.92 \A1;.12 \A1;2.38 \A1;.12 \A1;1.05 \A1;12.56 \A1;8.03 \A1;4.49 \A1;.92 \A1;.92 \A1;8.22 \A1;12.19 \A1;1.40 \A1;4.00 \A1;.12 \A1;2.00 \A1;.12 \A1;.12 \A1;2.00 \A1;.12 \A1;11.90 \A1;3.88 \A1;4.00 \A1;10.34 \A1;5.49 \A1;.94 \A1;4.48 \A1;.89 \A1;4.85 \A1;6.04 \A1;.99 \A1;7.43 \A1;7.11 \A1;1.48 \A1;.92 \A1;4.48 \A1;7.93 \A1;.92 \A1;1.16 \A1;.12 \A1;2.50 \A1;.12 \A1;2.38 \A1;.12 \A1;.12 \A1;.15 \A1;3.60 \A1;.12 \A1;12.52 SARTIMBAMBA DISTRITAL DE MUNICIPALIDA \A1;.67 \A1;1.35 \A1;.60 \A1;.75 \A1;.30 \A1;.60 \A1;R.60 \A1;R.60 \A1;R4.00 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R.60 \A1;R4.00 \A1;R5.00 \A1;.15 \A1;.25 \A1;.025 \A1;.05 \A1;Junta .012 \A1;.075 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.15 \A1;0.69 \A1;.12 \A1;3.55 \A1;.12 \A1;.80 \A1;L= VARIABLE \A1;.10 \A1;.10 \A1;45° \A1;.10 \A1;.15 \A1;2.50 \A1;.12 \A1;2.74 \A1;.12 \A1;4.24 \A1;.12 \A1;.48 \A1;2.00 \A1;2.50 \A1;.48 \A1;.12 \A1;.12 \A1;.15 \A1;2.00 \A1;.12 \A1;2.24 \A1;.15 \A1;.30 \A1;.40 \A1;e=.15 \A1;.50 \A1;.30 \A1;.15 \A1;.15 \A1;.60 \A1;.17 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;0.60 \A1;.12 \A1;0.20 \A1;0.06 \A1;0.10 PERGOLA AV. CIRO ALEGRIA AV. FERNANDO BELAUNDE TERRY AV. BAZAN LYNCH AV. HAYA DE LA TORRE NPT= + 6.00 RAMPA L = 11.14 S= 12% PISO CEMENTO PULIDO NPT= + 6.50 RAMPA L = 9.53 S= 11% NPT= + 4.50 PISO CEMENTO PULIDO NPT= + 4.50 PISO CEMENTO PULIDO PISO CEMENTO PULIDO NPT= + 3.00 PISO CEMENTO PULIDO NPT= + 1.50 PISO CEMENTO PULIDO RAMPA L = 7.69 S= 6% RAMPA L = 11.94 S= 12% NPT= +/- 0.00 PISO CEMENTO PULIDO NPT= + 1.50 PISO CEMENTO PULIDO RAMPA L = 11.24 S= 13% NPT= + 3.50 PISO CEMENTO PULIDO RAMPA L = 8.30 S= 19% RAMPA L = 5.55 S= 14% NPT= + 1.50 PISO CEMENTO PULIDO NPT= + 6.50 PISO CEMENTO PULIDO NPT= + 7.00 PISO CEMENTO PULIDO NPT= + 6.50 NPT= + 6.75 RAMPA L = 8.84 S= 3% RAMPA L = 8.13 S= 3% NPT= + 6.25 PISO CEMENTO PULIDO RAMPA L = 8.13 S= 3% RAMPA L = 7.83 S= 5% RAMPA L = 12.59 S= 12% RAMPA L = 11.78 S= 8% NPT= + 6.00 PISO CEMENTO PULIDO RAMPA L = 10.30 S= 10% RAMPA L = 9.35 S= 5% NPT= + 4.50 PISO CEMENTO PULIDO NPT= + 6.10 PISO CEMENTO PULIDO 1 2 3 4 5 6 NPT= + 6.10 PISO CEMENTO PULIDO RAMPA L = 9.78 S= 11% NPT= + 5.00 PISO CEMENTO PULIDO 1 2 3 4 NPT= + 2.20 PISO CEMENTO PULIDO 5 6 7 8 FAROLA 10 11 12 NPT= + 3.00 PISO CEMENTO PULIDO RAMPA L = 4.70 S= 11% 17 16 15 NPT= + 4.13 PISO CEMENTO PULIDO 18 BASE DE ASTA RAMPA L = 5.54 S= 11% NPT= + 3.40 PISO CEMENTO PULIDO 19 20 21 22 23 24 25 26 27 28 9 14 19 13 20 21 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 27 28 29 30 31 32 33 34 35 36 14 13 12 11 10 9 8 7 6 5 4 3 2 1 RAMPA L = 7.93 S= 6% 12 11 10 9 8 7 NPT= + 5.05 PISO CEMENTO PULIDO 10 9 8 7 6 5 4 3 2 1 11 12 11 10 9 8 7 6 5 4 3 2 1 NPT= + 4.00 ADOQUIN CONCRETO NPT= + 2.73 PISO CEMENTO PULIDO 5 5 5 5 5 5 5 JUNTA DE DILATACION 1″ SARDINEL a = .12 h= .10 D= @ 3.00 m. SARDINEL a = .12 h= .10 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 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 5 5 5 5 2.38 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 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 JARDINERA 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 37 35 39 40 41 42 43 44 45 18 RAMPA L = 11.70 S= 12% 5 RAMPA L = 7.96 S= 6% RAMPA L = 6.46 S= 8% RAMPA L = 11.24 S= 4% RAMPA L = 7.63 S= 3% RAMPA L = 12.27 S= 4% 5 MUNICIPALIDAD C. MENOR COMEDOR POPULAR IGLESIA NTN= – 0.10 PISO CEMENTO PULIDO T-1 T-1 RAMPA L = 5.48 S= 7% T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 NTT+0.05 JARDIN SUELO NATURAL SUELO NATURAL 5 5 ESC: 1/ 25 DETALLE FRONTAL DE BASE FAROLA ACERO CORRUGADO Ø 1/2 DE 15 cm. DE LONG. FIJADOS CON ELECTROSOLDADURA A TUBO CIRCULAR CONCRETO fc=140kg/cm² CONCRETO fc=140kg/cm² 5 5 DETALLE D1 – Falso Piso E=4” 1:10 (Cemento Tipo V). Zapatas, Columnas, Vigas, serán con Cemento Tipo I. – Concreto f’c = 175 kg/cm² CONCRETO ARMADO EN ESCALERAS: CONCRETO SIMPLE: – Acero f’y = 4200 kg/cm2 Sider Perú Grado 60 – Columnas 2.5 cm RECUBRIMIENTOS: ESPECIFICACIONES TÉCNICAS – Vigas 2.5 cm JUNTAS DE DILATACION – En veredas de 2.5 am @ 5.00 mt. – En sardineles de 2.5 mt. @ 4.00 mt. – veredas E=4” Concreto f’c = 140 kg/cm² (Cemento Tipo MS) – veredas Concreto f’c = 175 kg/cm² (Cemento Tipo MS) – Todas las juntas de dilatacion seran rellenadas con asfalto BRUÑADO @ 1.00 mt. PISO CEMENTO PULIDO BRUÑADO @ 1.00 mt. PISO CEMENTO PULIDO BRUÑADO @ 1.00 mt. PISO CEMENTO PULIDO BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. BRUÑADO @ 1.00 mt. Ver Detalle – 1 Base Farola Ver Detalle – 2 Base Papelera Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 1 Base Farola Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera Ver Detalle – 2 Base Papelera 1 1 1 1 1 1 1 1 T-1 T-1 T-1 T-1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 4 4 4 4 7 7 CORTE DE ESCALERA TIPICO (A TODO 7-7′) 7 7 7 7 5 5 7 7 7 7 7 7 7 7 6 6 5 5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VER DETALLE -3 BASE DE ASTA VER DETALLE -3 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 SARDINEL a = .12 h= .10 .20 .15 .20 .15 .15 .25 .025 .05 Junta .012 .075 emulsion asfaltica chaflan 1/2″x1/2″ relleno de tecnoport JUNTA DE VEREDAS 5 (ESC. 1/20) 5 ESC:1/25 SECCION 1-1 0.69 5 3.55 CONCRETO f’c = 175 kl/cm² SARDINEL BRUÑA 5 5 JARDIN AFIRMADO COMPACTADO DE 15 CM. SUELO NATURAL NPT-0.15 AV. = X JUNTA DE DILATACION 1” CON RELLENO ASFALTICO CONCRETO f’c = 140 kl/cm² BRUÑADO @ 10cm. SUELO NATURAL L= VARIABLE 5 5 5 AFIRMADO COMPACTADO DE 15 CM. ESC:1/25 SECCION 2-2 RAMPA 5 5 2.50 5 2.74 CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN SUELO NATURAL CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN SUELO NATURAL NPT+VARIABLE CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN SUELO NATURAL 5 4.24 SARDINEL 5 5 2.00 2.50 5 CIRCULACION ESC:1/25 SECCION 3-3 AFIRMADO COMPACTADO DE 15 CM. SUELO NATURAL NPT+VARIABLE CIRCULACION h=0.12 SARDINEL h=0.12 SARDINEL h=0.12 5 ESC:1/25 SECCION 4-4 AFIRMADO COMPACTADO DE 15 CM. 5 2.00 5 2.24 CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN SUELO NATURAL 5 CONCRETO f’c = 175 kl/cm² SARDINEL JARDIN SUELO NATURAL 5 ESC:1/25 SECCION 5-5 AFIRMADO COMPACTADO DE 15 CM. 2 2 5 5 d8mm@0.30 d8mm@0.20 e=.15 5 5 5 5 f’c=175Kg/cm2 1:10+25%PM 6 5 4 3 2 1 NPT+VARIABLE CIRCULACION SARDINEL h=0.12 NPT+VARIABLE CIRCULACION AFIRMADO COMPACTADO DE 15 CM. SUELO NATURAL NPT+ 4.00 PERGOLA ESC:1/25 SECCION 6-6 NPT+ 5.05 CIRCULACION 2 2 2 2 2 2 ESC:1/25 SECCION 7-7 (TIPICO) SUELO NATURAL AFIRMADO COMPACTADO DE 15 CM. SARDINEL h=0.12 5 PASO 5 NPT+VARIABLE CIRCULACION NPT+VARIABLE CIRCULACION .10 .10 .15 .15 DETALLE BASE DE PAPELERA DETALLE D2 BASE CONCRETO f’c = 175 kl/cm² JARDIN JARDIN 0.60 ESC:S/E AFIRMADO COMPACTADO DE 15 CM. ADOQUIN DE CONCRETO FC=320 KG/CM2 CAPA DE ARENA 0.04 FC=140 KG/CM2 SARDINEL AFIRMADO 0.15 TERRRENO NATURAL 5 ESC:1/25 SECCION 8-8 8 8 ADOQUIN DE CONCRETO DE 4 x10 x 20 cm. TRANSITO PEATONAL ARENA GRUESA 4cm. SARDINEL DE CONCRETO CONFINAMIENTO DE ADOQUIN CONCRETO F’c=175kg./cm² FRAGUADO CON ARENA FINA ADOQUIN DE CONCRETO FC=320 KG/CM2 0.20 0.06 0.10 ENTRAMADO DE ADOQUIN