Plant Profile Street DWG Plan for AutoCAD

Plant Profile Street DWG Plan for AutoCAD

FLOOR PLAN AND PROFILE OF PUNO shreds and Arica AYAVIRI

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

longitudinal profile, plant, provincial municipality of melgar ayaviri, plant and longitudinal profile, plane :, location :, scale:, date:, project :, design :, drawing cad :, topography :, place: ayaviri, district: ayaviri, province : melgar, region: puno, mayor: lic. luciano elias huahuasoncco hancco, vº bº:, mpma, paper, jiron puno, jiron arica, existing cºaº bridge, projected baden, riachuelo, rim wall dwelling, sardinel, kilometer number, bm number, milestone pole, legend, sewer projected, sgep, jaen pabel huanca, nm, slope, fill height, mileage, alignment, sub-grade elevation, height cut, ground level, no pi, sent., delta, radius, tang., lc, ext., pi, pc, pt, north, east, coordinates and curves elements, rural housing, existing road, buried rock landmark, transversal sections, sgep, —-, corner detail in pavement, rigid pavement, sidewalk, compacted terrain , variable, improvement of sub razante, sub base, gutter, on the path next to light pole, on the path next to the door, on the path paque-banca, on the path corner plaza, jphg

Raw text data extracted from CAD file:

00+000 PERFIL LONGITUDINAL ESCALA : H=1/2000, V=1/200 P L A N T A ESCALA = 1/2000 MUNICIPALIDAD PROVINCIAL DE MELGAR AYAVIRI NOVIEMBRE DEL 2013 PLANTA Y PERFIL LONGITUDINAL PLANO: UBICACION: ESCALA : FECHA : PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : LUGAR : AYAVIRI DISTRITO : AYAVIRI PROVINCIA : MELGAR REGION : PUNO PPL-1 ALCALDE: LIC. LUCIANO ELIAS HUAHUASONCCO HANCCO 01de 02 Vº Bº : “MEJORAMIENTO DE PISTAS, VEREDAS Y CANAL DE EVACUACION DE AGUAS M.P.M.A. PAPEL A-1 PLUVIALES EN LOS JIRONES PUNO Y ARICA DE LA CIUDAD DE AYAVIRI” KM=00+000 al KM=01+020 H : 1/2,000 V : 1/200 KM 01+029 KM 00+318 KM JIRON PUNO JIRON PUNO JIRON PUNO JIRON PUNO JIRON ARICA JIRON ARICA PUENTE CºAº EXISTENTE BADEN PROYECTADO RIACHUELO BORDE MURO VIVIENDA SARDINEL NUMERO DE KILOMETRO NUMERO DE BM LADO IZQUIERDO A 00.00 m. COTA=3824.550 m.SNM HITO PIE DE POSTE BM=1.0 LEYENDA ALCANTARILLA PROYECTADO 00+000 KM S.G.E.P JAEN PABEL HUANCA JAEN PABEL HUANCA JAEN PABEL HUANCA N.M. N.M. N.M. PENDIENTE ALTURA RELLENO KILOMETRAJE ALINEAMIENTO COTA SUB-RASANTE ALTURA CORTE COTA TERRENO Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS PUENTE CºAº EXISTENTE BADEN PROYECTADO RIACHUELO VIVIENDA RURAL CARRETERA EXISTENTE NUMERO DE KILOMETRO NUMERO DE BM LADO IZQUIERDO A 00.00 m. KM COTA=3824.550 m.SNM HITO PIE DE POSTE BM=1.0 LEYENDA ALCANTARILLA PROYECTADO 4.00 0.20 0.50 0.30 0.20 0.50 0.30 2.00 2.50 5.00 2.50 2.00 BM=5.0 HITO DE ROCA ENTERRADA COTA=4230.267 m.SNM LADO IZQUIERDO A 8.00 m. 0.20 0.50 0.30 2.20 2.50 5.00 2.50 2.20 4.40 0.20 0.50 0.30 0.20 0.50 0.30 2.50 5.00 2.50 0.20 0.50 0.30 00+000 PERFIL LONGITUDINAL ESCALA : H=1/2000, V=1/200 P L A N T A ESCALA = 1/2000 MUNICIPALIDAD PROVINCIAL DE MELGAR AYAVIRI NOVIEMBRE DEL 2013 PLANTA Y PERFIL LONGITUDINAL PLANO: UBICACION: ESCALA : FECHA : PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : LUGAR : AYAVIRI DISTRITO : AYAVIRI PROVINCIA : MELGAR REGION : PUNO PPL-2 ALCALDE: LIC. LUCIANO ELIAS HUAHUASONCCO HANCCO 01de 02 JAEN PABEL HUANCA Vº Bº : “MEJORAMIENTO DE PISTAS, VEREDAS Y CANAL DE EVACUACION DE AGUAS M.P.M.A. PAPEL A-1 PLUVIALES EN LOS JIRONES PUNO Y ARICA DE LA CIUDAD DE AYAVIRI” KM=00+000 al KM=00+0318.23 H : 1/2,000 V : 1/200 KM 01+029 KM 00+318 KM JIRON PUNO JIRON PUNO JIRON PUNO JIRON PUNO JIRON ARICA JIRON ARICA PUENTE CºAº EXISTENTE BADEN PROYECTADO RIACHUELO BORDE MURO VIVIENDA SARDINEL NUMERO DE KILOMETRO NUMERO DE BM LADO IZQUIERDO A 00.00 m. COTA=3824.550 m.SNM HITO PIE DE POSTE BM=1.0 LEYENDA ALCANTARILLA PROYECTADO 00+000 KM SECCIONES TRANVERSALES ESCALA : H=1/2000, V=1/200 S.G.E.P. JAEN PABEL HUANCA JAEN PABEL HUANCA PI-0 PI-1 PI-2 PI-3 PI-4 PI-5 PI-6 PI-7 PI-8 PI-9 PI-10 PI-11 PI-12 PI-13 PI-14 PI-15 PI-16 PI-17 PI-18 PI-19 PI-20 PI-21 PI-22 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000.00 1+020.00 1+028.76 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 0 I 180º00'00" 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 8353905.840 329252.728 0 0.00 1 D 0º27'50" 0.000 0.000 0.000 0.000 0 + 033.612 0 + 033.612 0 + 033.612 8353912.463 329219.775 0 0.00 2 D 3º55'10" 0.000 0.000 0.000 0.000 0 + 053.847 0 + 053.847 0 + 053.847 8353916.611 329199.969 0 0.00 3 I 3º38'20" 0.000 0.000 0.000 0.000 0 + 086.737 0 + 086.737 0 + 086.737 8353925.537 329168.314 0 0.00 4 D 5º07'20" 0.000 0.000 0.000 0.000 0 + 143.819 0 + 143.819 0 + 143.819 8353937.511 329112.501 0 0.00 5 I 4º32'40" 0.000 0.000 0.000 0.000 0 + 152.059 0 + 152.059 0 + 152.059 8353939.951 329104.631 0 0.00 6 D 2º15'20" 0.000 0.000 0.000 0.000 0 + 187.162 0 + 187.162 0 + 187.162 8353947.659 329070.385 0 0.00 7 I 1º32'10" 0.000 0.000 0.000 0.000 0 + 207.687 0 + 207.687 0 + 207.687 8353952.950 329050.554 0 0.00 8 I 3º07'30" 0.000 0.000 0.000 0.000 0 + 285.304 0 + 285.304 0 + 285.304 8353970.942 328975.051 0 0.00 9 D 3º34'40" 0.000 0.000 0.000 0.000 0 + 297.232 0 + 297.232 0 + 297.232 8353973.070 328963.314 0 0.00 10 I 0º11'00" 0.000 0.000 0.000 0.000 0 + 391.612 0 + 391.612 0 + 391.612 8353995.675 328871.681 0 0.00 11 I 2º07'10" 0.000 0.000 0.000 0.000 0 + 428.393 0 + 428.393 0 + 428.393 8354004.371 328835.943 0 0.00 12 D 1º19'10" 0.000 0.000 0.000 0.000 0 + 461.973 0 + 461.973 0 + 461.973 8354011.098 328803.044 0 0.00 13 D 0º04'30" 0.000 0.000 0.000 0.000 0 + 518.709 0 + 518.709 0 + 518.709 8354023.742 328747.735 0 0.00 14 D 3º40'50" 0.000 0.000 0.000 0.000 0 + 614.877 0 + 614.877 0 + 614.877 8354045.293 328654.013 0 0.00 15 D 2º31'00" 0.000 0.000 0.000 0.000 0 + 638.545 0 + 638.545 0 + 638.545 8354052.068 328631.335 0 0.00 16 D 9º39'50" 0.000 0.000 0.000 0.000 0 + 665.838 0 + 665.838 0 + 665.838 8354061.020 328605.552 0 0.00 17 I 3º23'30" 0.000 0.000 0.000 0.000 0 + 709.784 0 + 709.784 0 + 709.784 8354082.199 328567.046 0 0.00 18 D 0º30'20" 0.000 0.000 0.000 0.000 0 + 763.470 0 + 763.470 0 + 763.470 8354105.243 328518.557 0 0.00 19 D 0º42'20" 0.000 0.000 0.000 0.000 0 + 842.200 0 + 842.200 0 + 842.200 8354139.664 328447.750 0 0.00 20 D 1º16'10" 0.000 0.000 0.000 0.000 0 + 909.042 0 + 909.042 0 + 909.042 8354169.627 328388.000 0 0.00 21 D 2º07'50" 0.000 0.000 0.000 0.000 0 + 967.621 0 + 967.621 0 + 967.621 8354197.040 328336.231 0 0.00 22 ---- ---- ---- ---- ---- ---- 1 + 028.761 ---- ---- 8354227.638 328283.298 0 0.00 3907.42 3907.69 3908.24 3908.69 3909.12 3909.39 3909.73 3910.14 3910.47 3910.78 3911.06 3911.23 3911.33 3911.45 3911.60 3911.65 3911.80 3911.96 3912.09 3912.35 3912.32 3912.58 3912.74 3912.92 3913.08 3913.24 3913.37 3913.40 3913.42 3913.50 3913.53 3913.66 3913.65 3913.72 3913.78 3913.76 3913.78 3913.80 3913.71 3913.99 3914.16 3914.22 3914.48 3914.79 3915.03 3914.97 3915.16 3915.28 3915.69 3915.70 3915.95 3916.01 3900.00 3900.00 3910.00 3910.00 3920.00 3920.00 3930.00 3930.00 3940.00 3940.00 -0.01 -0.10 -0.01 +0.00 -0.01 -0.04 -0.08 -0.04 -0.01 +0.00 +0.03 +0.09 +0.03 +0.00 LCV = 0.00 PIV = 0+000 ELV = 3906.82 3906.82 LCV = 60.00 PIV = 0+180 ELV = 3910.45 3910.45 PCV = 0+150 ELV = 3909.84 PTV = 0+210 ELV = 3910.65 LCV = 120.00 PIV = 0+520 ELV = 3912.76 3912.76 PCV = 0+460 ELV = 3912.35 PTV = 0+580 ELV = 3912.85 LCV = 100.00 PIV = 0+760 ELV = 3913.11 3913.11 PCV = 0+710 ELV = 3913.04 PTV = 0+810 ELV = 3913.55 LCV = 0.00 PIV = 1+020 ELV = 3915.41 3915.41 PI-Nº: 1 PI-Nº: 2 PI-Nº: 3 PI-Nº: 4 PI-Nº: 5 PI-Nº: 6 PI-Nº: 7 PI-Nº: 8 PI-Nº: 9 PI-Nº: 10 PI-Nº: 11 PI-Nº: 12 PI-Nº: 13 PI-Nº: 14 PI-Nº: 15 PI-Nº: 16 PI-Nº: 17 PI-Nº: 18 PI-Nº: 19 PI-Nº: 20 PI-Nº: 21 3906.82 0.60 3907.22 0.47 3907.63 0.61 3908.03 0.66 3908.43 0.69 3908.84 0.55 3909.24 0.49 3909.64 0.50 3910.03 0.44 3910.35 0.43 3910.57 0.49 3910.72 0.51 3910.85 0.48 3910.99 0.46 3911.13 0.47 3911.26 0.39 3911.40 0.41 3911.54 0.42 3911.67 0.42 3911.81 0.54 3911.94 0.38 3912.08 0.50 3912.22 0.52 3912.35 0.57 3912.48 0.60 3912.59 0.65 3912.68 0.69 3912.75 0.65 3912.81 0.61 3912.85 0.65 3912.88 0.65 3912.91 0.75 3912.94 0.71 3912.97 0.75 3912.99 0.79 3913.02 0.73 3913.06 0.72 3913.12 0.68 3913.20 0.51 3913.32 0.67 3913.47 0.69 3913.64 0.58 3913.82 0.66 3914.00 0.79 3914.17 0.85 3914.35 0.62 3914.53 0.63 3914.70 0.58 3914.88 0.81 3915.06 0.65 3915.23 0.72 3915.41 0.60 +2.01% en 180.00 m +0.68% en 340.00 m +0.15% en 240.00 m +0.88% en 260.00 m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+020 PI-0 PI-1 PC = 0+136.23 R = 60.000 PT = 0+172.82 R = 60.000 PI-2 PI-3 PI-4 0+000 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+318.62 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 0 I 180º00'00" 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 8353910.353 329248.819 0 0.00 1 I 34º56'20" 60.000 18.883 36.588 2.901 0 + 155.115 0 + 136.232 0 + 172.820 8354026.258 329145.734 0 0.00 2 I 2º29'40" 0.000 0.000 0.000 0.000 0 + 220.960 0 + 220.960 0 + 220.960 8354041.805 329080.539 0 0.00 3 D 2º37'10" 0.000 0.000 0.000 0.000 0 + 234.313 0 + 234.313 0 + 234.313 8354044.334 329067.429 0 0.00 4 ---- ---- ---- ---- ---- ---- 0 + 318.621 ---- ---- 8354064.069 328985.463 0 0.00 3907.49 3907.56 3908.00 3908.21 3908.63 3908.95 3909.39 3909.44 3909.62 3910.03 3910.36 3910.68 3911.10 3911.56 3911.94 3912.20 3912.26 3912.64 3912.66 0+318.23 = 3912.74 3900.00 3900.00 3910.00 3910.00 3920.00 3920.00 3930.00 3930.00 3940.00 3940.00 +0.01 +0.09 +0.07 +0.01 -0.05 -0.10 -0.08 -0.00 LCV = 0.00 PIV = 0+000 ELV = 3906.72 3906.72 LCV = 40.00 PIV = 0+144.18 ELV = 3909.06 3909.06 PCV = 0+124.18 ELV = 3908.74 PTV = 0+164.18 ELV = 3909.97 LCV = 40.00 PIV = 0+177.77 ELV = 3910.58 3910.58 PCV = 0+157.77 ELV = 3909.68 PTV = 0+197.77 ELV = 3911.00 LCV = 40.00 PIV = 0+240.14 ELV = 3911.87 3911.87 PCV = 0+220.14 ELV = 3911.46 PTV = 0+260.14 ELV = 3911.94 LCV = 0.00 PIV = 0+318.23 ELV = 3912.15 3912.15 PI-Nº: 1 R: 60.000 PI-Nº: 2 PI-Nº: 3 3906.72 0.77 3907.04 0.52 3907.37 0.63 3907.69 0.52 3908.02 0.61 3908.34 0.61 3908.67 0.72 3908.84 0.60 3909.09 0.53 3909.40 0.63 3909.78 0.58 3910.18 0.51 3910.53 0.57 3911.04 0.52 3911.45 0.49 3911.78 0.42 3911.94 0.32 3912.01 0.63 3912.08 0.58 +1.63% en 144.18 m +4.53% en 33.60 m +2.06% en 62.37 m +0.35% en 78.08 m 0+000 0+100 0+200 0+300 0+318.23 DETALLE DE ESQUINA EN VEREDA ESC:1/25 Junta 1¨ 5 PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+000 A 0+600 Junta 1¨ PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+600 A 01+020 5 5 5 5 5 0+000.00 CT=3907.49 CS=3906.72 AC=0.00 AR=0.00 0+020.00 CT=3907.56 CS=3907.04 AC=0.00 AR=0.00 0+040.00 CT=3908.00 CS=3907.37 AC=3.70 AR=0.00 0+060.00 CT=3908.21 CS=3907.69 AC=3.03 AR=0.00 0+080.00 CT=3908.63 CS=3908.02 AC=3.61 AR=0.00 0+100.00 CT=3908.95 CS=3908.34 AC=3.58 AR=0.00 0+120.00 CT=3909.39 CS=3908.67 AC=4.17 AR=0.00 0+130.00 CT=3909.44 CS=3908.84 AC=3.78 AR=0.00 0+140.00 CT=3909.62 CS=3909.09 AC=0.00 AR=0.00 0+000.00 CT=3907.42 CS=3906.82 AC=2.87 AR=0.00 0+020.00 CT=3907.69 CS=3907.22 AC=2.23 AR=0.00 0+040.00 CT=3908.24 CS=3907.63 AC=2.91 AR=0.00 0+060.00 CT=3908.69 CS=3908.03 AC=3.16 AR=0.00 0+080.00 CT=3909.12 CS=3908.43 AC=3.22 AR=0.00 0+100.00 CT=3909.39 CS=3908.84 AC=2.64 AR=0.00 0+120.00 CT=3909.73 CS=3909.24 AC=2.45 AR=0.00 0+140.00 CT=3910.14 CS=3909.64 AC=2.40 AR=0.00 0+160.00 CT=3910.47 CS=3910.03 AC=2.12 AR=0.00 0+180.00 CT=3910.78 CS=3910.35 AC=2.31 AR=0.00 0+200.00 CT=3911.06 CS=3910.57 AC=2.30 AR=0.00 0+220.00 CT=3911.23 CS=3910.72 AC=2.44 AR=0.00 0+240.00 CT=3911.33 CS=3910.86 AC=2.31 AR=0.00 0+260.00 CT=3911.45 CS=3910.99 AC=2.25 AR=0.00 0+280.00 CT=3911.60 CS=3911.13 AC=2.22 AR=0.00 0+300.00 CT=3911.65 CS=3911.26 AC=1.91 AR=0.00 0+320.00 CT=3911.80 CS=3911.40 AC=1.99 AR=0.00 0+340.00 CT=3911.96 CS=3911.53 AC=2.07 AR=0.00 0+360.00 CT=3912.09 CS=3911.67 AC=2.02 AR=0.00 0+380.00 CT=3912.35 CS=3911.81 AC=2.61 AR=0.00 0+400.00 CT=3912.32 CS=3911.94 AC=1.91 AR=0.00 0+420.00 CT=3912.58 CS=3912.08 AC=2.39 AR=0.00 0+440.00 CT=3912.74 CS=3912.22 AC=2.46 AR=0.00 0+460.00 CT=3912.92 CS=3912.35 AC=2.71 AR=0.00 0+480.00 CT=3913.08 CS=3912.48 AC=2.95 AR=0.00 0+500.00 CT=3913.24 CS=3912.59 AC=3.10 AR=0.00 0+520.00 CT=3913.37 CS=3912.68 AC=3.29 AR=0.00 0+540.00 CT=3913.40 CS=3912.76 AC=3.88 AR=0.00 0+560.00 CT=3913.42 CS=3912.81 AC=3.87 AR=0.00 0+580.00 CT=3913.50 CS=3912.85 AC=3.78 AR=0.00 0+600.00 CT=3913.53 CS=3912.88 AC=3.84 AR=0.00 0+620.00 CT=3913.66 CS=3912.91 AC=4.34 AR=0.00 0+640.00 CT=3913.65 CS=3912.94 AC=4.35 AR=0.00 0+660.00 CT=3913.72 CS=3912.97 AC=4.43 AR=0.00 0+680.00 CT=3913.78 CS=3912.99 AC=4.51 AR=0.00 0+700.00 CT=3913.76 CS=3913.02 AC=4.28 AR=0.00 0+720.00 CT=3913.78 CS=3913.06 AC=4.29 AR=0.00 0+740.00 CT=3913.80 CS=3913.12 AC=3.86 AR=0.00 0+760.00 CT=3913.71 CS=3913.20 AC=2.99 AR=0.00 0+780.00 CT=3913.99 CS=3913.32 AC=3.93 AR=0.00 0+800.00 CT=3914.16 CS=3913.47 AC=4.00 AR=0.00 0+820.00 CT=3914.22 CS=3913.64 AC=3.64 AR=0.00 0+840.00 CT=3914.48 CS=3913.82 AC=3.84 AR=0.00 0+860.00 CT=3914.79 CS=3913.99 AC=4.68 AR=0.00 0+880.00 CT=3915.03 CS=3914.17 AC=4.73 AR=0.00 0+900.00 CT=3914.97 CS=3914.35 AC=3.62 AR=0.00 0+920.00 CT=3915.16 CS=3914.53 AC=3.89 AR=0.00 0+940.00 CT=3915.28 CS=3914.70 AC=3.75 AR=0.00 0+960.00 CT=3915.69 CS=3914.88 AC=4.60 AR=0.00 0+980.00 CT=3915.70 CS=3915.06 AC=3.82 AR=0.00 1+000.00 CT=3915.95 CS=3915.23 AC=4.18 AR=0.00 8353400N 327600E 8353600N 327600E 8353800N 327600E 8354000N 327600E 8354200N 327600E 8354400N 327600E 8354600N 327600E 8354800N 327600E 8353400N 327800E 8353600N 327800E 8353800N 327800E 8354000N 327800E 8354200N 327800E 8354400N 327800E 8354600N 327800E 8354800N 327800E 8353400N 328000E 8353600N 328000E 8353800N 328000E 8354000N 328000E 8354200N 328000E 8354400N 328000E 8354600N 328000E 8354800N 328000E 8353400N 328200E 8353600N 328200E 8353800N 328200E 8354000N 328200E 8354200N 328200E 8354400N 328200E 8354600N 328200E 8354800N 328200E 8353400N 328400E 8353600N 328400E 8353800N 328400E 8354000N 328400E 8354200N 328400E 8354400N 328400E 8354600N 328400E 8354800N 328400E 8353400N 328600E 8353600N 328600E 8353800N 328600E 8354000N 328600E 8354200N 328600E 8354400N 328600E 8354600N 328600E 8354800N 328600E 8353400N 328800E 8353600N 328800E 8353800N 328800E 8354000N 328800E 8354200N 328800E 8354400N 328800E 8354600N 328800E 8354800N 328800E 8353400N 329000E 8353600N 329000E 8353800N 329000E 8354000N 329000E 8354200N 329000E 8354400N 329000E 8354600N 329000E 8354800N 329000E 8353400N 329200E 8353600N 329200E 8353800N 329200E 8354000N 329200E 8354200N 329200E 8354400N 329200E 8354600N 329200E 8354800N 329200E 8353400N 329400E 8353600N 329400E 8353800N 329400E 8354000N 329400E 8354200N 329400E 8354400N 329400E 8354600N 329400E 8354800N 329400E 8353400N 329600E 8353600N 329600E 8353800N 329600E 8354000N 329600E 8354200N 329600E 8354400N 329600E 8354600N 329600E 8354800N 329600E 8353400N 329800E 8353600N 329800E 8353800N 329800E 8354000N 329800E 8354200N 329800E 8354400N 329800E 8354600N 329800E 8354800N 329800E PENDIENTE ALTURA RELLENO KILOMETRAJE ALINEAMIENTO COTA SUB-RASANTE ALTURA CORTE COTA TERRENO 3912.60 3912.60 3912.60 3912.60 3912.80 3912.80 3912.60 3912.40 3912.20 3912.20 3912.00 3911.80 3911.60 3911.60 3911.40 3911.20 3911.00 3910.80 3910.60 3910.60 3910.40 3910.20 3910.00 3909.80 3909.60 3909.40 3909.20 3909.00 3908.80 3908.60 3908.40 3908.20 3908.00 3908.60 3908.80 3909.00 3909.00 3909.20 3909.40 3909.40 3909.60 3909.80 3910.00 3910.20 3910.40 3910.60 3910.60 3910.80 3911.00 3911.20 3911.20 3911.40 3911.60 3911.60 3911.80 3911.80 3912.00 3912.20 3912.40 3912.60 3912.80 3913.00 3913.20 3913.40 3913.60 3913.80 3914.00 3914.00 3914.20 3914.40 3914.60 3914.80 3915.00 3915.20 3915.40 3915.60 3915.80 3907.80 3907.60 3907.40 3907.20 BM=0.0 SOBRE LA VEREDA JUNTO A POSTE LUZ COTA=3907.12 M.SNM LADO IZQUIERDO A 6.00 m. BM=0.5 SOBRE LA VEREDA JUNTO A PUERTA COTA=39012.65 M.SNM LADO IZQUIERDO A 6.00 m. BM=1.0 SOBRE LA VEREDA PAQUE-BANCA COTA=39015.46 M.SNM LADO IZQUIERDO A 8.00 m. PENDIENTE ALTURA RELLENO KILOMETRAJE ALINEAMIENTO COTA SUB-RASANTE ALTURA CORTE COTA TERRENO BM=0.0 SOBRE LA VEREDA JUNTO A POSTE LUZ COTA=3907.12 M.SNM LADO IZQUIERDO A 6.00 m. BM=0.3 SOBRE LA VEREDA ESQUINA PLAZA COTA=3912.32 M.SNM LADO DERECHO A 3.00 m. 0+280.00 CT=3912.64 CS=3912.01 AC=3.39 AR=0.00 0+300.00 CT=3912.66 CS=3912.08 AC=1.50 AR=0.00 0+318.23 CT=3912.74 CS=3912.15 AC=3.34 AR=0.00 0+150.00 CT=3910.03 CS=3909.40 AC=0.00 AR=0.00 0+160.00 CT=3910.36 CS=3909.78 AC=6.33 AR=0.00 0+170.00 CT=3910.68 CS=3910.18 AC=3.93 AR=0.00 0+180.00 CT=3911.10 CS=3910.53 AC=3.50 AR=0.00 0+200.00 CT=3911.56 CS=3911.04 AC=1.59 AR=0.00 0+220.00 CT=3911.94 CS=3911.45 AC=1.51 AR=0.00 0+240.00 CT=3912.20 CS=3911.78 AC=2.17 AR=0.00 0+260.00 CT=3912.26 CS=3911.94 AC=0.76 AR=0.00 Nº PI SENT. DELTA RADIO TANG. L.C. Ext. P.I. P.C. P.T. NORTE ESTE P% SA CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS 0 I 180º00'00" 0.000 0.000 0.000 0.000 0 + 000.000 0 + 000.000 0 + 000.000 8353905.840 329252.728 0 0.00 1 D 0º27'50" 0.000 0.000 0.000 0.000 0 + 033.612 0 + 033.612 0 + 033.612 8353912.463 329219.775 0 0.00 2 D 3º55'10" 0.000 0.000 0.000 0.000 0 + 053.847 0 + 053.847 0 + 053.847 8353916.611 329199.969 0 0.00 3 I 3º38'20" 0.000 0.000 0.000 0.000 0 + 086.737 0 + 086.737 0 + 086.737 8353925.537 329168.314 0 0.00 4 D 5º07'20" 0.000 0.000 0.000 0.000 0 + 143.819 0 + 143.819 0 + 143.819 8353937.511 329112.501 0 0.00 5 I 4º32'40" 0.000 0.000 0.000 0.000 0 + 152.059 0 + 152.059 0 + 152.059 8353939.951 329104.631 0 0.00 6 D 2º15'20" 0.000 0.000 0.000 0.000 0 + 187.162 0 + 187.162 0 + 187.162 8353947.659 329070.385 0 0.00 7 I 1º32'10" 0.000 0.000 0.000 0.000 0 + 207.687 0 + 207.687 0 + 207.687 8353952.950 329050.554 0 0.00 8 I 3º07'30" 0.000 0.000 0.000 0.000 0 + 285.304 0 + 285.304 0 + 285.304 8353970.942 328975.051 0 0.00 9 D 3º34'40" 0.000 0.000 0.000 0.000 0 + 297.232 0 + 297.232 0 + 297.232 8353973.070 328963.314 0 0.00 10 I 0º11'00" 0.000 0.000 0.000 0.000 0 + 391.612 0 + 391.612 0 + 391.612 8353995.675 328871.681 0 0.00 11 I 2º07'10" 0.000 0.000 0.000 0.000 0 + 428.393 0 + 428.393 0 + 428.393 8354004.371 328835.943 0 0.00 12 D 1º19'10" 0.000 0.000 0.000 0.000 0 + 461.973 0 + 461.973 0 + 461.973 8354011.098 328803.044 0 0.00 13 D 0º04'30" 0.000 0.000 0.000 0.000 0 + 518.709 0 + 518.709 0 + 518.709 8354023.742 328747.735 0 0.00 14 D 3º40'50" 0.000 0.000 0.000 0.000 0 + 614.877 0 + 614.877 0 + 614.877 8354045.293 328654.013 0 0.00 15 D 2º31'00" 0.000 0.000 0.000 0.000 0 + 638.545 0 + 638.545 0 + 638.545 8354052.068 328631.335 0 0.00 16 D 9º39'50" 0.000 0.000 0.000 0.000 0 + 665.838 0 + 665.838 0 + 665.838 8354061.020 328605.552 0 0.00 17 I 3º23'30" 0.000 0.000 0.000 0.000 0 + 709.784 0 + 709.784 0 + 709.784 8354082.199 328567.046 0 0.00 18 D 0º30'20" 0.000 0.000 0.000 0.000 0 + 763.470 0 + 763.470 0 + 763.470 8354105.243 328518.557 0 0.00 19 D 0º42'20" 0.000 0.000 0.000 0.000 0 + 842.200 0 + 842.200 0 + 842.200 8354139.664 328447.750 0 0.00 20 D 1º16'10" 0.000 0.000 0.000 0.000 0 + 909.042 0 + 909.042 0 + 909.042 8354169.627 328388.000 0 0.00 21 D 2º07'50" 0.000 0.000 0.000 0.000 0 + 967.621 0 + 967.621 0 + 967.621 8354197.040 328336.231 0 0.00 22 ---- ---- ---- ---- ---- ---- 1 + 028.761 ---- ---- 8354227.638 328283.298 0 0.00 Junta 1¨ 5 PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+240 A 0+318 Junta 1¨ PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+000 A 0+130 5 5 5 5 5 Junta 1¨ PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+0180 A 0+220 5 5 5 Junta 1¨ PAVIMENTO RIGIDO VEREDA S = 1% TERRENO COMPACTADO TERRENO COMPACTADO VARIABLE 5 5 MEJORAMIENTO DE SUB RAZANTE SUB BASE 5 VARIABLE CUNETA L=0.30 S = 2% S = 2% Escala H 1:50 SECCION TIPICA PROG. 0+140 A 0+170 VARIABLE VARIABLE VARIABLE SECCIONES TRANVERSALES ESCALA : H=1/2000, V=1/200 MUNICIPALIDAD PROVINCIAL DE MELGAR AYAVIRI MARZO DEL 2013 SECCIONES TRANVERSALES PLANO: UBICACION: ESCALA : FECHA : PROYECTO: DISEÑO: DIBUJO CAD: TOPOGRAFIA: N° LAMINA : LUGAR : AYAVIRI DISTRITO : AYAVIRI PROVINCIA : MELGAR REGION : PUNO SCT-1 ALCALDE: LIC. LUCIANO ELIAS HUAHUASONCCO HANCCO 01de 01 JPHG JPHG JPHG Vº Bº : “MEJORAMIENTO DE PISTAS, VEREDAS Y CANAL DE EVACUACION DE AGUAS M.P.M.A. PAPEL A-1 PLUVIALES EN LOS JIRONES PUNO Y ARICA DE LA CIUDAD DE AYAVIRI” KM=00+000 al KM=01+020 H : 1/2,000 V : 1/200 S.G.E.P

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	arica, autocad, DWG, floor, HIGHWAY, pavement, plan, plant, profile, puno, Road, route, street, streets