Septic Tank And Well Percolator DWG Detail for AutoCAD

Septic tank and well percolator – Details

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

special Proyect, scale:, Septic tank plant, Concrete lids, Comes from network, Drain tub Pvc, Go percolation well, your B. Pvc, Comes from network, Drain tub Pvc, Go percolation well, your B. Pvc, scale:, section, Ground level, Pvc sanitary tee, F’c concrete walls, Concrete bottom slab f’c, Concrete lids, scale:, Detail of concrete lid, prefabricated, Iron handle, Concrete cover, Fc, Pvc pipe, Comes from the septic tank, Pvc tube, Brick stones, Leave the joints, Vertical without, gravel, scale:, Percolation well plant, Ground level, Comes from the septic tank, Pvc tube, scale:, section, Concrete ring, Fc, Concrete ring, Fc, gravel, design:, camp, scale:, Cad .:, General of the cross, flat, work, geology:, flat, Special sans of studies, Regional ancash, topography:, Construction channel integrator santa san bartolo km. To km., reviewed:, approved:, date, January, Septic tank percolator, Ing. C. Peeps, Ing. Edgardo tie

Raw text data extracted from CAD file:

\A1;2.80 \A1;0.15 \A1;2.50 \A1;0.15 \A1;0.15 \A1;1.50 \A1;0.15 \A1;1.80 \A1;0.35 \A1;0.30 \A1;0.15 \A1;1.55 \A1;0.50 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.08 \A1;0.07 \A1;0.15 \A1;0.08 \A1;0.07 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.20 \A1;0.35 \A1;0.20 \A1;0.30 \A1;2.10 \A1;0.50 \A1;0.15 \A1;1.80 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;2.50 \A1;0.15 \A1;0.15 PROYECTO ESPECIAL \A1; 5 5 5 5 5 5 5 5 ESCALA: 1/20 TANQUE SEPTICO – PLANTA Tapas de Concreto (Prefabricadas) Viene de Red de Desague Tub. PVC 6″ ø Va a Pozo de Percolación Tub. PVC 4″ ø A A 5 5 5 5 5 5 Viene de Red de Desague Tub. PVC 6″ ø Va a Pozo de Percolación Tub. PVC 4″ ø ESCALA: 1/20 SECCION A-A Nivel del Terreno \A1;Min. 2 % Tee Sanitaria PVC 4″ ø Muros de Concreto f’c = 140 Kg./cm ² Losa de Fondo de Concreto f’c = 140 Kg./cm ² Tapas de Concreto (Prefabricadas) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA: 1/10 DETALLE DE LA TAPA DE CONCRETO PREFABRICADO Asa de Fierro de 3/8″ ø Tapa de Concreto f’c = 140 Kg./cm ² Tubo de PVC de 1/2″ ø Viene del Tanque Séptico Tubo PVC 4″ ø B B 5 5 5 5 5 Ladrillo ó Piedras (Se Dejarán las Juntas Verticales sin Mortero) Grava ESCALA: 1/20 POZO DE PERCOLACION – PLANTA Nivel del Terreno Viene del Tanque Séptico Tubo PVC 4″ ø 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA: 1/20 SECCION B-B \A1;Min. Anillo de Concreto f’c = 110 Kg./cm ² Anillo de Concreto f’c = 110 Kg./cm ² Grava 5 DISEÑO: CAMPAMENTO ESCALA: CAD.: GERAL DE LA CRUZ PLANO : OBRA : GEOLOGIA: PLANO N° : \C96;\c32768;PROYECTO ESPECIAL CHINECAS\fComic Sans MS|b0|i0|c0|p66; \fArial|b1|i0|c0|p34;\H0.7057x;\C3;DIRECCION DE ESTUDIOS \C2;GOBIERNO REGIONAL DE ANCASH TOPOGRAFIA: 01/01 CONSTRUCCION CANAL INTEGRADOR SANTA SAN BARTOLO Km. 2+102.61 Al Km. 13+303.00 REVISADO: APROBADO: FECHA : ENERO 2010 \C96;\c32768;TANQUE SEPTICO Y POZO PERCOLADOR ING. C. PELAEZ S. ING. EDGARDO LAZO