Universidad Católica Boliviana "San Pablo"

TANQUE ELEVADO 150.00 1 5 3 2 101.20 80.00 150.00 101.20 90.00 135.00 135.00 150.00 150.00 150.00 140.00 73.00 55.00 112.93 110.00 13 14 15 7 8 10 11 16 17 18 19 21 23 24 25 26 30 28 29 31 CT=381,478 H =1,68 CF=379,798 CT=382,900 H =1,41 CF=381,494 CT=384,054 H =1,06 CF=382,994 CT=385,094 H =0,6 CF=384,494 CT=384,443 H =2,56 CF=381,882 CT=384,575 H =4,21 CF=380,364 CT=382,189 H =3,43 CF=378,764 6 CT=380,200 H =1,75 CF=378,448 CT=384,000 H =0,6 CF=383,400 12 131.00 147.5 111.00 CT=380,824 H =3,23 CF=377,596 CT=380,000 H =0,6 CF=379,400 CT=379,464 H =1,02 CF=378,446 CT=379,74 H =2,82 CF=376,921 CT=376,828 H =1,48 CF=375,346 CT=374,970 H =0,83 CF=374,139 CT=378,787 H =2,54 CF=376,246 CT=382,765 H =1,5 CF=381,265 CT=383,460 H =3,68 CF=379,778 CT=379,170 H =2,78 CF=376,390 CT=381,400 CF=380,400 H =0,6 CT=381,400 H =3,1 CF=378,300 CT=380,172 H =2,97 CF=377,205 CT=376,332 H =0,6 CF=375,732 CT=376,802 H =1,82 CF=374,982 CT=372,940 H =1,06 CF=371,880 100.00 88.40 85.00 85.00 150.00 150.00 4 CT=382,200 H =1,61 CF=380,594 9 CT=380,400 H =2,38 CF=378,021 CT=375,916 H =1,22 CF=374,691 87.50 87.50 82.50 82.50 20 CT=383.112 H =2,55 CF=380,565 22 CT=381,315 H =2,69 CF=378,623 27 CT=377,893 H =2,17 CF=375,725 95.10 80.00 CARRETERA A PARAGUAY PVC; Ø =150 mm; s =1% PVC; Ø =150 mm; s =1% PVC; Ø =150 mm; s =0,9% PVC; Ø =150 mm; s =0,9% PVC; Ø =150 mm; s =0,9% PVC; Ø =150 mm; s =0,57% PVC; Ø =150 mm; s =0,64% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =1,5% PVC; Ø =150 mm; s =1,5% PVC; Ø =150 mm; s =2,0% PVC; Ø =150 mm; s =2,78% PVC; Ø =150 mm; s =0,6% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =0.5% PVC; Ø =150 mm; s =0,8% PVC; Ø =150 mm; s =0,9% PVC; Ø =150 mm; s =1,4% PVC; Ø =150 mm; s =2,7% PVC; Ø =150 mm; s =1,5% PVC; Ø =150 mm; s =1,5% PVC; Ø =150 mm; s =1,48% PVC; Ø =150 mm; s =0,7% PVC; Ø =150 mm; s =1,98% PVC; Ø =150 mm; s =0,5% PVC; Ø =150 mm; s =0,57% PVC; Ø =150 mm; s =2,0% 30 cm Ø exterior 15 cm Cota Rasante Natural o Pavimento Tierra Común Compactada Ø [mm] Bc Tierra Seleccionada Compactada UNIVERSIDAD CATÓLICA BOLIVIANA "SAN PABLO" UNIDAD ACADÉMICA REGIONAL SANTA CRUZ Postulante: JOHN DEYBI CHINO CONDORI Carrera: INGENIERÍA CIVIL Fecha: 13/06/2022 Tutor: Ing. Jose Luis Salinas Campos Título de Trabajo: DISEÑO DE ALCANTARILLADO SANITARIO, PLUVIAL Y PLANTA DE TRATAMIENTO EN LA COMUNIDAD "PUESTO UNO" BASADO EN LA NB688 Escala: Lámina: 1:3500 1 16 TRAZADO DE LA RED DE ALCANTARILLADO SANITARIO ZONA ALTA Corte Frontal Localidad: Puesto Uno Habitantes: 600 hab Qu = 0.00050138 L/s/m Especificaciones Tubería Ø=150mm : 5400.51 m Tubería Ø=200mm : 1903.20 m Cámaras de Inspección : 73 CI 455100 455200 455000 455300 7647900 7648000 7648100 7648200 7648300 7648400 455400 455500 455600 455700 455800 455900 456000 456200 456100 455100 455200 455000 455300 455400 455500 455600 455700 455800 455900 456000 456200 456100 7647900 7648000 7648100 7648200 7648300 7648400