Drivetrain DWG Full Project for AutoCAD

Q water line leading from a lateral water takes up a reservoir by gravity along the line have been installed and air purge valves and avoided placing Camras breaks pressure not to increase project costs.

Drawing labels, details, and other text information extracted from the CAD file:

general notes, date, no., firm name and address, project name and address, sheet, date, project, scale, value, as noted, plaza de armas, institucion educativa, la florida, local, comunal, inst. educativa, inicial, quebrada cedrillo, quebrada, zona de arrastre, rio, quebrada, camino de herradura, carretera carrozable, carretera puerto pizana la florida, elv.: msnm, quebrada cedrillo, reservorio apoyado cota cota niv., resumen de la linea de conduccion, descripcion, metrado, und., toma lateral cedrillo, ubicacion, pg:, pg:, de pg:, und., pg:, und., tuberia, linea de carga estática, linea de gradiente hidraulica, linea de carga estática, leyenda, linea de gradiente hidraulica, perfil de terreno, datos de proyecto, poblacion actual hab, poblacion futura hab, dotacion, qmed lps, qmax lps, fuente de abast……………………quebrada, obra de cap…………………….toma lateral, tipo de potabilizacion…………….cloracion, tuberia pvc sap, ptap, pase aereo, valvulas de purga, valvulas de aire, und., de pg:, pg:, tuberia pvc sap clase, esc:, linea de conduccion en planta, linea de carga estática, linea de gradiente hidraulica, linea de carga estática, tuberia, perfil longitudinal linea de conduccion km esc: v:, longitud pendiente, cota del terreno, cota de tuberia, altura de corte, clase de tub diametro, elev, elev, elev, valvula de purga cota, valvula de aire cota, perfil longitudinal linea de conduccion km esc: v:, longitud pendiente, cota del terreno, cota de tuberia, altura de corte, clase de tub diametro, perfil longitudinal linea de conduccion km esc: v:, longitud pendiente, cota del terreno, cota de tuberia, altura de corte, clase de tub diametro, elev, elev, valvula de purga cota, valvula de aire cota, elev

Raw text data extracted from CAD file:

General Notes Date No. Firm Name and Address Project Name and Address Revision/Issue Sheet Date Project Scale Value Value Value Value Value 28.10.2015 As Noted 0 0 1 2 2 4 5 10 10 20 20 40 30 60 50 100 100 200 200 400 500 1000 1000 2000 2000 4000 5000 10000 —- 19.03.2007 TBD-superficie3-nybmdgjv.dwg ##### ##### ##### ##### ##### 28.10.2015 1:1000 1 0 0 1 2 2 4 5 10 10 20 20 40 30 60 50 100 100 200 200 400 500 1000 1000 2000 2000 4000 5000 10000 PLAZA DE ARMAS INSTITUCION EDUCATIVA LA FLORIDA LOCAL COMUNAL INST. EDUCATIVA INICIAL QUEBRADA CEDRILLO QUEBRADA ZONA DE ARRASTRE ZONA DE ARRASTRE RIO QUEBRADA CAMINO DE HERRADURA CAMINO DE HERRADURA CARRETERA CARROZABLE CARRETERA PUERTO PIZANA – LA FLORIDA 7 8 2 7 4 3 4 4 4 12 9 11 7 7 4 3 6 3 4 \A1;CAPTACION. ELV.: 574.70 msnm \A1;BM-01 \A1;BM-02 \A1;BM-03 \A1;BM-04 \A1;BM-05 \A1;BM-07 \A1;BM-08 \A1;BM-09 \A1;BM-10 \A1;BM-11 \A1;BM-12 1 2 3 4 5 2 1 IE IE 1 6 7 8 9 10 11 12 13 15 14 17 16 26 25 24 23 22 21 20 27 28 29 33 32 31 30 34 35 36 18 19 37 40 39 38 48 47 46 45 44 43 42 41 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 73 72 71 70 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 92 91 90 89 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 QUEBRADA CEDRILLO \A1;BM-06 580 580 575 580 580 575 575 575 570 570 575 575 575 570 570 570 565 565 570 570 565 565 560 565 560 555 560 555 560 560 555 555 555 550 545 545 555 550 545 545 545 545 545 550 550 545 540 535 530 540 535 530 525 520 515 515 515 510 510 510 505 505 500 500 495 495 495 495 495 495 495 495 Y=9,107,800 Y=9,107,900 Y=9,108,000 Y=9,108,100 Y=9,108,200 Y=9,108,300 Y=9,108,400 Y=9,108,500 Y=9,108,700 Y=9,108,800 Y=9,108,900 X=325,200 X=325,300 X=325,400 X=325,500 X=325,600 X=325,700 X=325,800 X=325,900 X=326,000 X=326,100 X=326,200 X=326,300 X=326,400 X=326,500 X=326,600 X=326,700 X=326,800 X=326,900 X=327,000 X=327,100 X=327,200 RESERVORIO APOYADO VOLUMEN=35m³ COTA TERRENO=700m COTA NIV. AGUA=702.8m RESERVORIO APOYADO VOLUMEN=35m³ COTA TERRENO=512m COTA NIV. AGUA=514.8m RESUMEN DE LA LINEA DE CONDUCCION N° DESCRIPCION METRADO 1 UND. TOMA LATERAL CEDRILLO 1 5 UBICACION PG: 0+000 0+481.9 PG: 0+505.1 1123.2m 2 DE PG: 0+000 A 1+123.2. 1 UND. 3 PG: 0+403.2 1 UND. 4 \W0.92719; TUBERIA PVC-SAP C-5 \W8.53383; \U+2205 2″ \W3.44026; TUBERIA PVC-SAP C-5 \W9.79036; \U+2205 2″ LINEA DE CARGA ESTÁTICA LINEA DE CARGA ESTÁTICA LINEA DE GRADIENTE HIDRAULICA LINEA DE GRADIENTE HIDRAULICA LINEA DE CARGA ESTÁTICA LEYENDA LINEA DE GRADIENTE HIDRAULICA PERFIL DE TERRENO DATOS DE PROYECTO Poblacion actual (2015)……………545 hab Poblacion futura (2036)……………695 hab Dotacion futura…………………120 l/hab/dia Qmed ……………………………………1.31 lps Qmax diario……………………………1.81 lps Qmax horario………………………….2.78 lps Fuente de abast……………………Quebrada Obra de Cap…………………….Toma lateral Tipo de Potabilizacion…………….Cloracion TUBERIA PVC SAP C-5 d 1″ PTAP PASE AEREO 30.00 m VALVULAS DE PURGA Ø 2″ VALVULAS DE AIRE Ø 2″ 3 UND. 1 UND. 6 DE PG: 0+556.28 A 0+588.19 PG: 0+083.5 , 0+302.2, TUBERIA PVC SAP – CLASE 10 ESC: 1/2000 LINEA DE CONDUCCION EN PLANTA LINEA DE CARGA ESTÁTICA LINEA DE GRADIENTE HIDRAULICA LINEA DE CARGA ESTÁTICA \W0.92719; TUBERIA PVC-SAP C-5 \W8.53383; \U+2205 2″ \W0.92719; TUBERIA PVC-SAP C-5 \W8.53383; \U+2205 2″ \W0.92719; TUBERIA PVC-SAP C-5 \W8.53383; \U+2205 2″ Km 1+123 Km 0+000 Km 0+020 Km 0+040 Km 0+060 Km 0+080 Km 0+100 Km 0+120 Km 0+140 Km 0+160 Km 0+180 Km 0+200 Km 0+220 Km 0+240 Km 0+260 Km 0+280 Km 0+300 Km 0+320 Km 0+340 Km 0+360 Km 0+380 Km 0+400 Km 0+420 Km 0+440 Km 0+460 Km 0+480 Km 0+500 Km 0+520 Km 0+540 Km 0+560 Km 0+580 Km 0+600 Km 0+620 Km 0+640 Km 0+660 Km 0+680 Km 0+700 Km 0+720 Km 0+740 Km 0+760 Km 0+780 Km 0+800 Km 0+820 Km 0+840 Km 0+860 Km 0+880 Km 0+900 Km 0+920 Km 0+940 Km 0+960 Km 0+980 Km 1+000 Km 1+020 Km 1+040 Km 1+060 Km 1+080 Km 1+100 Km 1+120 PERFIL LONGITUDINAL LINEA DE CONDUCCION KM 0+000.00-1+564.17 ESC: V: 1:200 H 1:1000 510m 515m 520m 525m 530m 535m 540m 545m 550m 555m 560m 565m 570m 575m 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+123 LONGITUD Y PENDIENTE COTA DEL TERRENO COTA DE TUBERIA ALTURA DE CORTE CLASE DE TUB DIAMETRO 570.00m 571.00m 572.00m 573.00m 560.00m 561.00m 569.00m 570.00m 571.00m 572.00m 573.00m 574.00m 575.00m 574.00m 558.00m 562.00m 561.00m 560.00m 552.00m 551.00m 550.00m 549.00m 548.00m 547.00m 546.00m 545.00m 544.00m 559.00m 558.00m 557.00m 556.00m 555.00m 550.00m 549.00m 548.00m 547.00m 546.00m 545.00m 544.00m 543.00m 542.00m 541.00m 540.00m 539.00m 538.00m 537.00m 536.00m 535.00m 534.00m 533.00m 532.00m 531.00m 530.00m 520.00m 515.00m 510.00m 514.00m 515.00m 513.00m 505.00m 506.00m 507.00m 508.00m 504.00m 503.00m 502.00m 501.00m 500.00m 499.00m 498.00m 497.00m 495.00m 496.00m 496.00m 496.00m 495.00m 495.00m 494.00m 496.00m 497.00m 493.00m 494.00m 492.00m 497.00m 498.00m 499.00m 525.00m Km0+000.0 ELEV =574.56m Km0+403.2 ELEV =562.00m Km1+123.2 ELEV =512.00m 512.00m 511.00m 9108400N 9108400N 9108600N 9108600N VALVULA DE PURGA PG:0+083.5 Cota tubo:568.68 VALVULA DE PURGA PG:0+302.2 Cota tubo:553.21 VALVULA DE PURGA PG:0+481.9 Cota tubo:549.61 VALVULA DE AIRE PG:0+505.1 Cota tubo:551.69 9108500N 9108500N 9108700N 9108700N 9108600N 9108600N 9108800N 9108800N 9108900N 9108900N 326300E 326300E 326200E 326200E 326400E 326400E 326500E 326500E 326600E 326600E 326700E 326700E 326800E 326800E 326900E 326900E 327000E 327000E 327100E 327100E 327183E 327183E L=16.48 4.02% L=15.34 -6.13% L=14.56 -0.06% L=17.79 -8.49% L=14.83 10.26% L=9.65 18.62% L=44.44 -32.77% L=19.60 3.17% L=30.86 -18.33% L=13.32 -24.97% L=13.42 -34.72% L=15.73 -7.07% L=39.35 6.29% L=8.69 5.83% L=29.91 4.38% L=13.54 2.03% L=12.85 38.29% L=77.96 -9.80% L=16.86 5.24% L=28.25 -8.59% L=37.85 0.74% L=53.67 -15.01% L=22.71 -21.98% L=27.99 1.32% L=14.20 -12.69% L=11.78 -5.15% L=29.55 -10.18% L=22.74 -0.25% L=65.44 -7.58% L=64.73 -2.53% L=25.49 -6.26% L=94.36 -2.38% L=17.66 5.59% L=71.39 -3.96% L=108.73 -4.85% 574.56 572.84 570.99 570.85 569.96 570.34 569.35 564.68 563.45 561.63 562.37 560.22 558.33 556.99 555.23 554.09 554.87 556.29 555.38 556.22 562.00 557.58 557.62 554.42 550.51 552.01 549.02 549.14 548.22 543.65 539.74 534.02 528.98 528.73 527.06 525.49 524.03 523.09 522.16 521.24 520.29 519.35 518.41 517.99 517.51 516.76 515.62 515.99 515.57 515.01 514.05 514.00 514.15 513.67 513.14 512.60 512.08 573.72 572.28 570.24 570.36 569.12 569.34 567.37 563.40 562.76 561.04 561.63 559.67 557.71 555.75 554.46 553.39 554.33 555.59 554.70 555.57 560.80 556.82 555.90 552.90 549.90 550.73 548.37 548.52 547.96 544.29 538.77 532.21 528.39 527.93 526.41 524.89 523.38 522.41 521.44 520.47 519.50 518.53 517.83 517.32 516.82 516.06 514.93 515.44 514.65 513.86 513.06 513.25 513.36 512.89 512.41 511.94 511.46 0.84m 0.56m 0.75m 0.50m 0.84m 1.00m 1.97m 1.28m 0.69m 0.59m 0.74m 0.55m 0.62m 1.24m 0.76m 0.70m 0.54m 0.70m 0.69m 0.65m 1.20m 0.76m 1.72m 1.52m 0.61m 1.27m 0.65m 0.63m 0.26m -0.64m 0.97m 1.80m 0.59m 0.80m 0.65m 0.59m 0.65m 0.68m 0.72m 0.77m 0.79m 0.82m 0.58m 0.66m 0.70m 0.70m 0.69m 0.55m 0.92m 1.15m 0.98m 0.75m 0.78m 0.78m 0.73m 0.67m 0.62m PERFIL LONGITUDINAL LINEA DE CONDUCCION KM 0+000.00-0+550 ESC: V: 1:200 H 1:1000 545m 550m 555m 560m 565m 570m 575m 0+000 0+100 0+200 0+300 0+400 0+500 0+550 LONGITUD Y PENDIENTE COTA DEL TERRENO COTA DE TUBERIA ALTURA DE CORTE CLASE DE TUB DIAMETRO PERFIL LONGITUDINAL LINEA DE CONDUCCION KM 0+5501+123.2 ESC: V: 1:200 H 1:1000 510m 515m 520m 525m 530m 535m 540m 545m 550m 555m 0+550 0+600 0+700 0+800 0+900 1+000 1+100 1+123 LONGITUD Y PENDIENTE COTA DEL TERRENO COTA DE TUBERIA ALTURA DE CORTE CLASE DE TUB DIAMETRO L=16.48 4.02% L=15.34 -6.13% L=14.56 -0.06% L=17.79 -8.49% L=14.83 10.26% L=9.65 18.62% L=13.32 -24.97% L=13.42 -34.72% L=15.73 -7.07% L=39.35 6.29% L=8.69 5.83% L=29.91 4.38% L=13.54 2.03% L=12.85 38.29% L=77.96 -9.80% L=16.86 5.24% L=28.25 -8.59% L=37.85 0.74% L=53.67 -15.01% L=22.71 -21.98% L=27.99 1.32% L=14.20 -12.69% L=11.78 -5.15% L=29.55 -10.18% 574.56 572.84 570.99 570.85 569.96 570.34 569.35 564.68 563.45 561.63 562.37 560.22 558.33 556.99 555.23 554.09 554.87 556.29 555.38 556.22 562.00 557.58 557.62 554.42 550.51 552.01 549.02 549.14 573.72 572.28 570.24 570.36 569.12 569.34 567.37 563.40 562.76 561.04 561.63 559.67 557.71 555.75 554.46 553.39 554.33 555.59 554.70 555.57 560.80 556.82 555.90 552.90 549.90 550.73 548.37 548.52 0.84m 0.56m 0.75m 0.50m 0.84m 1.00m 1.97m 1.28m 0.69m 0.59m 0.74m 0.55m 0.62m 1.24m 0.76m 0.70m 0.54m 0.70m 0.69m 0.65m 1.20m 0.76m 1.72m 1.52m 0.61m 1.27m 0.65m 0.63m L=44.44 -32.77% L=19.60 3.17% L=30.86 -18.33% L=37.85 0.74% L=22.74 -0.25% L=65.44 -7.58% L=64.73 -2.53% L=25.49 -6.26% L=94.36 -2.38% L=17.66 5.59% L=71.39 -3.96% L=108.73 -4.85% 548.91 548.22 543.65 539.74 534.02 528.98 528.73 527.06 525.49 524.03 523.09 522.16 521.24 520.29 519.35 518.41 517.99 517.51 516.76 515.62 515.99 515.57 515.01 514.05 514.00 514.15 513.67 513.14 512.60 512.08 548.59 547.96 544.29 538.77 532.21 528.39 527.93 526.41 524.89 523.38 522.41 521.44 520.47 519.50 518.53 517.83 517.32 516.82 516.06 514.93 515.44 514.65 513.86 513.06 513.25 513.36 512.89 512.41 511.94 511.46 0.31m 0.26m -0.64m 0.97m 1.80m 0.59m 0.80m 0.65m 0.59m 0.65m 0.68m 0.72m 0.77m 0.79m 0.82m 0.58m 0.66m 0.70m 0.70m 0.69m 0.55m 0.92m 1.15m 0.98m 0.75m 0.78m 0.78m 0.73m 0.67m 0.62m Km0+000.0 ELEV =574.56m Km0+403.2 ELEV =562.00m VALVULA DE PURGA PG:0+302.2 Cota tubo:553.21 VALVULA DE PURGA PG:0+481.9 Cota tubo:549.61 VALVULA DE AIRE PG:0+505.1 Cota tubo:551.68 Km1+123.2 ELEV =512.00m —- 19.03.2007 TBD-superficie3-nybmdgjv.dwg ##### ##### ##### ##### ##### 28.10.2015 1:1000 2