Filter Well DWG Detail for AutoCAD

Filter well complete of residuals – Technical specifications – Structures – Details

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

finely rubbed finish with additive impa in proportion, coatings, foundations, fine rubbed finish, cement mix: fine sand in proportion cm., of kg per kg bag of cement., f’c, mix c: h, f’c, flexible union, Technical specifications, tarrajeo exterior, tarrajeo interior, concrete walls, concrete slabs, concrete foundations, flooring, steel, pipeline, walls, slabs, cm., f’c, concrete filling, brick manufactured on site, placed of, without mortar, tee, comes pipe from the, distribution box, stirrups, ground:, level of, background:, level of, top:, level of, top:, comes pipe from the, distribution box, comes pipe from the, distribution box, scale, Provincial Municipality of Pachitea, septic tank unheval sede, antonio cave t., dr. oriol aquino perez, Mr. sayerio osorio e., mayor, adm. municipal, chief inf serv. tec., drawing, place, panao, Department, Location:, province, district, pachitea, panao, huanuco, entity, draft, sectioning, December, basic sanitation, specialty, flat, date, sheet

Raw text data extracted from CAD file:

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-48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 -48.45012938576801 \A1;.20 \A1;.60 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;1.20 \A1;.10 \A1;.10 \A1;1.00 \A1;.10 \A1;.80 \A1;.10 \A1;.10 \A1;.25 \A1;.15 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 -46.10086545274375 \A1;.60 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;1.20 \A1;1.00 \A1;.10 \A1;.10 \A1;.15 \A1;.25 \A1;.40 \A1;.10 \A1;.10 \A1;.10 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 -46.10599291138173 \A1;.60 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.25 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;1.20 \A1;1.00 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.10 \A1;.10 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 -43.56726123034673 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;1.00 \A1;1.20 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.20 \A1;.10 \A1;.20 \A1;.80 \A1;.10 \A1;.10 \A1;.10 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 -43.49226123034673 \A1;R1.10 \A1;R1.25 \A1;R.30 \A1;R.35 \A1;3.00 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;2.20 \A1;.25 \A1;.25 \A1;.25 \A1;.25 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 -48.07666166969612 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.25 \A1;1.70 \A1;.05 \A1;.60 \A1;.05 \A1;.10 \A1;.25 \A1;3.00 \A1;.25 \A1;2.20 \A1;.15 \A1;.25 \A1;3.00 \A1;.15 \A1;.15 \A1;.85 \A1;1.15 \A1;.20 \A1;.30 \A1;2.65 \A1;.15 \A1;2.00 \A1;.20 \A1;.30 \A1;2.65 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 -48.46821679983707 \A1;R1.10 \A1;R1.25 \A1;R1.50 \A1;3.00 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;2.20 \A1;.15 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 -43.52878135221151 \A1;R.35 \A1;R.30 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 -43.44189336380748 \A1;.70 \A1;.70 \A1;.05 \A1;.60 \A1;.05 \A1;.05 \A1;.60 \A1;.05 -40.23050114407131 -40.23050114407131 -40.23050114407131 -40.23050114407131 -40.23050114407131 -40.23050114407131 -40.23050114407131 -40.23050114407131 \A1;.50 \A1;.25 \A1;.30 \A1;.40 \A1;.15 \A1;.20 -40.17338754123611 -40.17338754123611 -40.17338754123611 -40.17338754123611 -40.17338754123611 -40.17338754123611 \A1;.70 \A1;.60 \A1;.05 \A1;.05 -38.85900945683393 -38.85900945683393 -38.85900945683393 -38.85900945683393 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 -40.50473843888977 -40.50473843888977 -40.50473843888977 -40.50473843888977 -40.50473843888977 -40.50473843888977 -40.50473843888977 -40.50473843888977 ACABADO FROTACHADO FINO CON ADITIVO IMPA N° 1 EN LA PROPORCION RECUBRIMIENTOS CIMIENTOS ACABADO FROTACHADO FINO MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. DE 0.500 kg POR BOLSA DE CEMENTO DE 42.500 kg. f’c = 4200 kg/cm2 f’c = 175 kg/cm2 f’c = 175 kg/cm2 MEZCLA C:H 1:10 f’c = 175 kg/cm2 PVC-SAL Ø6″ DE UNION FLEXIBLE ESPECIFICACIONES TECNICAS TARRAJEO EXTERIOR TARRAJEO INTERIOR CONCRETO MUROS CONCRETO LOSAS CONCRETO CIMIENTOS SOLADO ACERO TUBERIA MUROS LOSAS 2.50 cm. 2.50 cm. 4.00 cm. \A1;R1.50 -43.52878135221154 \A1;R.60 \A1;R.75 \A1;\U+2205.60 -7.74484267370285 -7.74484267370285 -7.74484267370285 \A1;.15 \A1;1.20 \A1;.15 -7.769842673702851 -7.769842673702851 -7.769842673702851 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;1.20 \A1;.20 \A1;1.20 \A1;.10 \A1;.20 \A1;1.20 \A1;.15 \A1;.15 \A1;.05 \A1;.05 \A1;.20 \A1;1.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.10 \A1;.15 \A1;.15 \A1;.60 \A1;.05 \A1;.05 \A1;.20 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 -3.168953321245171 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;1.20 \A1;.20 \A1;.10 \A1;.20 \A1;1.20 \A1;.20 \A1;.05 \A1;.05 \A1;.30 \A1;.60 \A1;.30 \A1;.20 \A1;.20 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 0.4331702126668233 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;1.20 \A1;.15 \A1;.15 \A1;.30 \A1;.60 \A1;.30 \A1;.05 \A1;.05 \A1;.20 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 0.6631702126668246 \A1;.15 0.7381702126668248 \A1;.20 1.058170212666826 f’c = 140 Kg/cm2 RELLENO DE CONCRETO \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;1.20 \A1;.15 \A1;.15 \A1;1.20 \A1;.05 \A1;.05 \A1;.25 \A1;.70 \A1;.25 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 -3.449481970631256 A A G J J F F Ø3/8″ Ø3/8″ 6 Ø1/2″ \A1;.05 \A1;.60 \A1;.05 \A1;.10 -48.54887109920391 -48.54887109920391 -48.54887109920391 -48.54887109920391 \A1;45° -49.57358651250031 LADRILLO FABRICADO EN OBRA COLOCADO DE CABEZA, SIN MORTERO TEE PVC-SAL Ø4″ \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.25 \A1;1.70 \A1;.05 \A1;.60 \A1;.05 \A1;.10 \A1;.25 \A1;3.00 \A1;.25 \A1;2.20 \A1;.15 \A1;.25 \A1;3.00 \A1;.15 \A1;.15 \A1;.85 \A1;1.15 \A1;.20 \A1;.30 \A1;2.65 \A1;.15 \A1;2.00 \A1;.20 \A1;.30 \A1;2.65 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 -47.31321679983706 PVC-SAL Ø4″ LLEGA TUBERÍA DE LA CAJA DE DISTRIBUCIÓN Estribos Ø1/4 Ø.15 4 Ø1/2″ TERRENO: COTA DE COTA DE FONDO: COTA DE 2615.00 TAPA: COTA DE 2615.00 TAPA: PVC-SAL Ø4″ LLEGA TUBERÍA DE LA CAJA DE DISTRIBUCIÓN PVC-SAL Ø4″ LLEGA TUBERÍA DE LA CAJA DE DISTRIBUCIÓN \A1;.20 \A1;.20 -42.89226123034673 -42.89226123034673 Ø3/8 @.20 Ø3/8 @.30 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;1.00 \A1;1.20 \A1;.10 \A1;.10 \A1;.60 \A1;.10 \A1;.20 \A1;.10 \A1;.20 \A1;.80 \A1;.10 \A1;.10 \A1;.10 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 \A1;.60 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.25 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;1.20 \A1;1.00 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 -43.09226123034674 \A1;.70 \A1;.70 \A1;.05 \A1;.60 \A1;.05 \A1;.05 \A1;.60 \A1;.05 -40.42463627065653 -40.42463627065653 -40.42463627065653 -40.42463627065653 -40.42463627065653 -40.42463627065653 -40.42463627065653 -40.42463627065653 \A1;R.35 \A1;R.30 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 -43.81689336380747 \A1;.10 \A1;1.20 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;.25 \A1;.15 \A1;.10 \A1;1.00 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.20 \A1;.20 \A1;.60 \A1;.10 \A1;.20 \A1;.60 \A1;.20 \A1;.10 \A1;.40 \A1;.30 \A1;.10 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.30 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.30 \A1;.70 \A1;.10 \A1;45° \A1;45° \A1;1.20 \A1;.40 \A1;.40 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.20 \A1;1.20 \A1;1.00 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.25 \A1;.25 \A1;3.00 \A1;2.20 \A1;.15 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;R.35 \A1;R.30 \A1;R1.25 \A1;R1.10 \A1;2.65 \A1;.20 \A1;2.65 \A1;.20 \A1;.40 \A1;3.00 \A1;.15 \A1;.30 \A1;.15 \A1;2.20 \A1;.25 \A1;.30 \A1;.25 \A1;3.00 \A1;.10 \A1;.05 \A1;.20 \A1;1.15 \A1;.85 \A1;.15 \A1;.60 \A1;.05 \A1;1.70 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.00 \A1;.15 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;R.30 \A1;R.35 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;1.20 \A1;.60 \A1;.15 \A1;.25 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.15 \A1;.15 \A1;.15 \A1;2.20 \A1;.25 \A1;3.00 \A1;.25 \A1;R1.50 \A1;R1.25 \A1;R1.10 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;1.00 \A1;1.20 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;.25 \A1;.15 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.60 \A1;.10 \A1;.10 \A1;.10 \A1;.80 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.10 \A1;.05 \A1;.60 \A1;.05 -45.91821694349585 -45.91821694349585 -45.91821694349585 -45.91821694349585 \A1;.20 \A1;.20 -22.6691465418763 -22.6691465418763 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.05 \A1;.70 \A1;.70 \A1;.20 \A1;.15 \A1;.40 \A1;.30 \A1;.25 \A1;.50 \A1;.05 \A1;.05 \A1;.60 \A1;.70 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.05 \A1;.70 \A1;.70 \A1;.20 \A1;.15 \A1;.40 \A1;.30 \A1;.25 \A1;.50 \A1;.05 \A1;.05 \A1;.60 \A1;.70 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.70 1.448460171584991 1.448460171584991 1.448460171584991 1.448460171584991 1.448460171584991 1.448460171584991 1.448460171584991 1.448460171584991 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.05 \A1;.70 \A1;.70 \A1;.20 \A1;.15 \A1;.40 \A1;.30 \A1;.25 \A1;.50 \A1;.05 \A1;.05 \A1;.60 \A1;.70 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 Escala : MUNICIPALIDAD PROVINCIAL DE PACHITEA “CONSTRUCCION POZO SEPTICO UNHEVAL SEDE PANAO” Ing°. Antonio Cueva T. Dr. Oriol Aquino Perez Sr. Dicederio Osorio E. Alcalde : Adm. Municipal : Jefe Inf. Serv. Tec. : Dibujo : Lugar : PANAO Departamento Ubicación: Provincia Distrito : : : PACHITEA PANAO HUANUCO Entidad : Proyecto : SECCIONAMIENTO DICIEMBRE 2002 SANEAMIENTO BASICO Especialidad : Plano : 1/250 Fecha : Lamina : S1 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.10 \A1;.05 \A1;.15 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.10 \A1;.05 \A1;.15 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.70 \A1;.70 \A1;.05 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.60 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.25 \A1;.15 \A1;.70 \A1;.60 \A1;.05 \A1;.05 \A1;.50 \A1;.30 \A1;.40 \A1;.20 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 \A1;.10 \A1;.10 \A1;1.00 \A1;.20 \A1;1.00 \A1;.10 \A1;.10 \A1;1.20 \A1;.20 \A1;1.20 \A1;1.00 \A1;.80 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;1.20 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;1.00 \A1;1.20 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;.25 \A1;.15 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.60 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;2.20 \A1;.25 \A1;3.00 \A1;.25 \A1;R1.50 \A1;R1.25 \A1;R1.10 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;R.30 \A1;R.35 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.40 \A1;.25 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.20 \A1;.20 \A1;.60 \A1;.10 \A1;.20 \A1;.60 \A1;.20 \A1;.10 \A1;.40 \A1;.30 \A1;.10 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.30 \A1;.10 \A1;.10 \A1;.70 \A1;.10 \A1;.30 \A1;.70 \A1;.10 \A1;45° \A1;45° \A1;1.20 \A1;.40 \A1;.40 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.60 \A1;.15 \A1;.25 \A1;.10 \A1;.40 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.80 \A1;.10 \A1;.20 \A1;.10 \A1;.25 \A1;.25 \A1;3.00 \A1;2.20 \A1;.15 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;R.35 \A1;R.30 \A1;R1.25 \A1;R1.10 \A1;3.00 \A1;2.20 \A1;3.00 \A1;1.70 \A1;2.65 \A1;.20 \A1;.30 \A1;.15 \A1;.25 \A1;1.15 \A1;.85 \A1;.15 \A1;.25 \A1;2.65 \A1;.20 \A1;.40 \A1;.15 \A1;.30 \A1;.25 \A1;.10 \A1;.05 \A1;.20 \A1;.60 \A1;.05 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.00 \A1;.15 \A1;.25 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 2.648472328667733 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86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 86.80334392970474 ACABADO FROTACHADO FINO CON ADITIVO IMPA N° 1 EN LA PROPORCION RECUBRIMIENTOS CIMIENTOS ACABADO FROTACHADO FINO MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. DE 0.500 kg POR BOLSA DE CEMENTO DE 42.500 kg. f’c = 4200 kg/cm2 f’c = 175 kg/cm2 f’c = 175 kg/cm2 MEZCLA C:H 1:10 f’c = 175 kg/cm2 ESPECIFICACIONES TECNICAS TARRAJEO EXTERIOR TARRAJEO INTERIOR CONCRETO TAPAS CONCRETO LOSAS CONCRETO COLUMNAS SOLADO ACERO MUROS LOSAS 2.50 cm. 2.50 cm. 4.00 cm. 2.50 cm. COLUMNAS TUBERIA PVC-SAL Ø6″ y Ø4″ DE UNION FLEXIBLE CONCRETO CIMIENTOS f’c = 175 kg/cm2 CONCRETO MUROS f’c = 175 kg/cm2 PLANTA (Escala : 1/25) CAJA DE DISTRIBUCIÓN SECCION H-H (Escala : 1/25) SECCION G-G (Escala : 1/25) SECCION F-F (Escala : 1/25) ARMADURA SECCION F-F (Escala : 1/25) ARMADURA SECCION G-G (Escala : 1/25) SECCION I-I (Escala : 1/10) ARMADURA TAPA DE CONCRETO (Escala : 1/10) ARMADURA TAPA DE CONCRETO (Escala : 1/10) SECCION L-L (Escala : 1/10) SECCION K-K (Escala : 1/10) ARMADURA CIMIENTO (Escala : 1/25) (Escala : 1/25) PLANTA ARMADURA LOSA DE TECHO (Escala : 1/25) SECCION J-J (Escala : 1/25) H H G F F J J K K I I L L POZO DE PERCOLACIÓN Ø3/8″ @.10 Ø3/8″ @.10 ASA Ø1/2″ 6 Ø1/2″ 6 Ø1/2″ 4 Ø1/2″ 2 Ø1/2″ 4 Ø1/2″ Ø1/4″ @.15 10 Ø1/2″ 2 Ø1/2″ Estribos Ø1/4 @.15 típico SECCION L-L Ø3/8″ @.10 Ø3/8″ @.10 (Escala : 1/10) Ø1/2″ ASA LADRILLO FABRICADO EN OBRA COLOCADO DE CABEZA, SIN MORTERO LLEGA TUBERÍA DE LA CAJA DE DISTRIBUCIÓN PVC-SAL Ø4″ TEE PVC-SAL Ø4″ PVC-SAL Ø4″ LLEGA TUBERÍA DE LA CAJA DE DISTRIBUCIÓN Estribos Ø1/4 Ø.15 4 Ø1/2″ TAPA: COTA DE 2615.00 COTA DE 2614.00 TUBERÍA: Ø1″ a Ø1 1/2″ GRAVA SELECCIONADA C – 1 C – 1 C – 1 C – 1 PVC-SAL Ø6″ LLEGA TUBERÍA DEL TANQUE SÉPTICO PVC-SAL Ø4″ SALE TUBERÍA AL POZO DE PERCOLACIÓN POZO DE PERCOLACIÓN PVC-SAL Ø4″ SALE TUBERÍA AL POZO DE PERCOLACIÓN PVC-SAL Ø4″ SALE TUBERÍA AL POZO DE PERCOLACIÓN PVC-SAL Ø4″ SALE TUBERÍA AL SOLADO C:H 1:10 C:H 1:10 SOLADO C:H 1:10 SOLADO C:H 1:10 SOLADO C:H 1:10 SOLADO LLEGA TUBERÍA DEL TANQUE SÉPTICO PVC-SAL Ø6″ POZO DE PERCOLACIÓN SALE TUBERÍA AL PVC-SAL Ø4″ TAPA: 2615.60 COTA DE 2615.10 COTA DE TUBERÍA: 2614.70 TUBERÍA: COTA DE Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.10 TEE PVC-SAL Ø4″ LOSA DE TECHO – PLANTA (Escala : 1/25) ARMADURA LOSA DE TECHO (Escala : 1/25) SECCION C-C (Escala : 1/25) ARMADURA SECCION C-C (Escala : 1/25) SECCION D-D y E-E (Escala : 1/25) ARMADURA SECCION D-D (Escala : 1/25) SECCION E-E (Escala : 1/25) DE REFUERZOS EN MUROS DETALLE DE DISTRIBUCION (Escala : 1/25) ARMADURA LOSA DE FONDO (Escala : 1/25) ARMADURA TAPA DE CONCRETO (Escala : 1/10) (Escala : 1/25) ARMADURA PANTALLAS 1 y 2 D D C E E C E D E D C C Ø3/8″ @.15 Ø3/8″ @.15 LLEGA TUBERIA DEL EMISOR PVC-SAL Ø6″ TAPA DE INSPECCION (Ver detalle) (Ver detalle) INSPECCION TAPA DE PVC-SAL Ø6″ SALE TUBERIA A LA CAJA DE DISTRIBUCION LLEGA TUBERIA PVC-SAL Ø6″ DEL EMISOR COTA DE 2618.00 TAPA: TUBERIA: COTA DE 2617.55 PVC-SAL Ø6″ SALE TUBERIA A LA CAJA DE DISTRIBUCION PANTALLA 1 PANTALLA 2 SOLADO C:H 1:10 C:H 1:10 SOLADO C:H 1:10 SOLADO CIERRE HERMETICO 1 Ø3/8″ Ø3/8 @.20 Ø3/8 @.20 1 Ø3/8″ Ø3/8″ @.15 Ø3/8″ @.15 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.10 Ø3/8 @.15 C:H 1:10 SOLADO C:H 1:10 SOLADO Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 1 Ø3/8″ 1 Ø3/8″ 1 Ø3/8″ 1 Ø3/8″ 1 Ø3/8″ 1 Ø3/8″ Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.15 Ø3/8 @.15 Ø3/8 @.10 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 Ø3/8 @.20 Ø3/8 @.15 ESPECIFICACIONES TECNICAS TUBERIA CONCRETO CIMIENTOS CONCRETO LOSAS CONCRETO MUROS ACERO SOLADO PVC-SAL Ø6″ DE UNION FLEXIBLE f’c = 175 kg/cm2 MEZCLA C:H 1:10 f’c = 175 kg/cm2 f’c = 175 kg/cm2 f’c = 4200 kg/cm2 LOSAS MUROS CIMIENTOS RECUBRIMIENTOS 4.00 cm. 2.50 cm. 2.50 cm. TARRAJEO INTERIOR TARRAJEO EXTERIOR DE 0.500 kg POR BOLSA DE CEMENTO DE 42.500 kg. ACABADO FROTACHADO FINO CON ADITIVO IMPA N° 1 EN LA PROPORCION MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. ACABADO FROTACHADO FINO TANQUE SÉPTICO SANEAMIENTO BASICO POZO SEPTICO SOLADO ACERO TUBERIA CONCRETO MUROS CONCRETO LOSAS f’c = 4200 kg/cm2 f’c = 140 kg/cm2 f’c = 175 kg/cm2 MEZCLA C:H 1:10 f’c = 175 kg/cm2 PVC-SAL Ø6″ ESPECIFICACIONES TECNICAS 2.50 cm. 2.50 cm. MUROS LOSAS RECUBRIMIENTOS LAS SUPERFICIES INTERIORES DE LOSAS Y MUROS SERÁN REVESTIDAS EN: 1. LA PRIMERA CAPA (e = 1.50 cm) CON MEZCLA C:A 1:5, CON REVESTIMIENTO INTERIOR ACABADO RAYADO. MARCO TAPA Y MARCO ESCALINES FIERRO FUNDIDO 55 kg. C°A°, f’c = 210 kg/cm2 3 Ø5/8″ (0.30 x 0.20) @.30 RELLENO DE CONCRETO 2. LA SEGUNDA CAPA, 24 HORAS DESPUES (e = 0.50 cm) CON MEZCLA C:A 1:5, CON ACABADO PULIDO. DE 0.500 kg POR BOLSA DE CEMENTO DE 42.500 kg. ACABADO FROTACHADO FINO CON ADITIVO IMPA N° 1 EN LA PROPORCION MEZCLA CEMENTO: ARENA FINA EN PROPORCION 1:2. e = 2.00 cm. SI SE OBSERVARA LA ARMADURA DE ACERO EN ALGUNA PARTE, SE DEBERÁ REVESTIR EL INTEGRO DEL INTERIOR DE LA LOSA, DE LA MANERA INDICADA PARA LAS SUPREFICIES INTERIORES. CUADRO DE BUZONES N° BUZÓN COTA TERRENO FONDO COTA BUZÓN 01 BUZÓN 02 BUZÓN 03 BUZÓN 04 BUZÓN 05 2644.00 2642.00 2634.00 2624.00 2620.00 2642.45 2640.45 2618.45 2622.45 2632.45 PVC-SAL Ø6″ RED COLECTORA RED COLECTORA PVC-SAL Ø6″ A A B B COTA DE TERRENO: FONDO: COTA DE TERRENO NATURAL NATURAL TERRENO SOLADO C:H 1:10 C:H 1:10 SOLADO C:H 1:10 SOLADO C:H 1:10 SOLADO RED COLECTORA PVC-SAL Ø6″ RED COLECTORA PVC-SAL Ø6″ PVC-SAL Ø6″ RED COLECTORA RELLENO DE CONCRETO f’c = 140 Kg/cm2 Ø3/8″ Ø3/8″ Ø3/8 @.20 Ø3/8 @.30 Ø3/8 @.30 Ø3/8 @.20 Ø3/8 @.30 Ø3/8 @.20 Ø3/8 @.20 Ø3/8 @.30 Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø3/8″ Ø3/8″ 3 Ø1/2″ PLANTA (Escala : 1/25) MALLA INFERIOR (Escala : 1/25) SECCION B-B (Escala : 1/25) SECCION A-A (Escala : 1/25) ARMADURA SECCION A-A (Escala : 1/25) ARMADURA SECCION B-B (Escala : 1/25) f’c = 140 Kg/cm2 RELLENO DE CONCRETO TAPA DE CONCRETO BUZONES TÍPICOS