Treatment Plant Of Residual Waters DWG Detail for AutoCAD

Treatment plant with constructive details

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

Structural plant, Mt condensed, Nuñez gusman, be reborn, Ricardo fonque, Paul towers charry, Bo. Planning:, Left side facade, Plant distr. terrace, Area chart, cut, Nuñez gusman, be reborn, Ricardo fonque, Paul towers charry, Bo. Planning:, Left side facade, Plant distr. terrace, Area chart, cut, Nuñez gusman, be reborn, Ricardo fonque, Paul towers charry, Bo. Planning:, Left side facade, Plant distr. terrace, Area chart, cut, butt, A.s.d, Cll., Ave, Cll., Mt condensed, Map of the territory, Mt condensed breezes of the ax terr. Num., Mt condensed jose ricardo fonque o. Tel:, Delimitation area treatment, Wire strand, vegetable, Dominant wind, Scheme layout areas aislamineto, Insulation, Sanitary, Sanitary, specific, both senses, Drainage filters, Inspection box, Gutter, Ml., Sedimentation tank, Wall, tank, specific, Coated with geotextile type, General sedimentation tank, specific, distribution, Reinforcement wall, reinforcement, reinforcement, concrete, distribution, Concrete psi. Steel psi. Steel reinforcement coating maximum size added, Sedimentation cover, Inspection, Beams, Inspection, Beams, beam, beam, I support beams, Cover plate, Concrete psi. Steel psi., tank, Coated with geotextile type, Generala sedimentador, Geotextile, natural terrain, Settler, Sedimentation tank, Of anchorage geomenbrana overlap equal tank sedimentador, Concrete psi. Steel psi. Steel reinforcement coating maximum size added, distribution, Reinforcement wall, reinforcement, distribution, natural terrain, Geotextile, to. N., Sedimentation tank, do not. Geotextile anchor, Elbows pvc., Pvc., vent, Woven geotextile, natural terrain, flow, Batter, departure, arrived, Reinforcement wall, Of settler, Pvc. Perforated, Pvc. Perforated, Pvc. Perforated, Pawn, sand, gravel, Sanitary, Pvc sanitary, simple, Perforated, About filters, filter, Coated with geotextile type, Drainage filters, Inspection, Sanitary, Sanitary pipe, Of settler, Quota, Coated with geotextile type, Final sewage network, Of enmada, specific, Input, Of aeration, Receptota, Inspection, They are:, Final well, Cesar hernandez, Primary wastewater treatment, Primary wastewater treatment, Cesar hernandez

Raw text data extracted from CAD file:

\A1;12.00 \A1;3.10 PLANTA ESTRUCTURAL -161.140844777076 -161.140844777076 \fAbadi MT Condensed Light|b0|i0|c0|p34;E N T R A D A \fArial Narrow|b0|i0|c0|p34;EDGAR NUÑEZ GUSMAN \fArial Narrow|b1|i0|c0|p34;V I V I E N D A U N I F A M I L I A R \fArial Narrow|b0|i0|c0|p34;PROYECTO: \fArial Narrow|b0|i0|c0|p34;CORPORACIÓN RENACER \fArial Narrow|b0|i0|c0|p34;CONSTRUCTOR: \fArial Narrow|b0|i0|c0|p34;PROPIETARIO: \fArial Narrow|b0|i0|c0|p34;JOSE RICARDO FONQUE \fArial Narrow|b0|i0|c0|p34;JHON PAUL TORRES CHARRY \fArial Narrow|b0|i0|c0|p34;DISEÑO: \fArial Narrow|b0|i0|c0|p34;Vo. Bo. PLANEACIÓN: \fArial Narrow|b0|i0|c0|p34;- FACHADA LATERAL IZQUIERDA \fArial Narrow|b0|i0|c0|p34;- PLANTA DISTR. TERRAZA \fArial Narrow|b0|i0|c0|p34;- CUADRO DE AREAS \fArial Narrow|b0|i0|c0|p34;- CORTE A___A' \fArial Narrow|b0|i0|c0|p34;CONTIENE: \fArial Narrow|b0|i0|c0|p34;DIBUJO: \fArial Narrow|b0|i0|c0|p34;MARZO - 2001 \fArial Narrow|b0|i0|c0|p34;1:_______________50 \fArial Narrow|b0|i0|c0|p34;FECHA: \fArial Narrow|b0|i0|c0|p34;ESCALA: \fArial Narrow|b0|i0|c0|p34;EDGAR NUÑEZ GUSMAN \fArial Narrow|b1|i0|c0|p34;V I V I E N D A U N I F A M I L I A R \fArial Narrow|b0|i0|c0|p34;PROYECTO: \fArial Narrow|b0|i0|c0|p34;CORPORACIÓN RENACER \fArial Narrow|b0|i0|c0|p34;CONSTRUCTOR: \fArial Narrow|b0|i0|c0|p34;PROPIETARIO: \fArial Narrow|b0|i0|c0|p34;JOSE RICARDO FONQUE \fArial Narrow|b0|i0|c0|p34;JHON PAUL TORRES CHARRY \fArial Narrow|b0|i0|c0|p34;DISEÑO: \fArial Narrow|b0|i0|c0|p34;Vo. Bo. PLANEACIÓN: \fArial Narrow|b0|i0|c0|p34;- FACHADA LATERAL IZQUIERDA \fArial Narrow|b0|i0|c0|p34;- PLANTA DISTR. TERRAZA \fArial Narrow|b0|i0|c0|p34;- CUADRO DE AREAS \fArial Narrow|b0|i0|c0|p34;- CORTE A___A' \fArial Narrow|b0|i0|c0|p34;CONTIENE: \fArial Narrow|b0|i0|c0|p34;DIBUJO: \fArial Narrow|b0|i0|c0|p34;MARZO - 2001 \fArial Narrow|b0|i0|c0|p34;1:_______________50 \fArial Narrow|b0|i0|c0|p34;FECHA: \fArial Narrow|b0|i0|c0|p34;ESCALA: \fArial Narrow|b0|i0|c0|p34;EDGAR NUÑEZ GUSMAN \fArial Narrow|b1|i0|c0|p34;V I V I E N D A U N I F A M I L I A R \fArial Narrow|b0|i0|c0|p34;PROYECTO: \fArial Narrow|b0|i0|c0|p34;CORPORACIÓN RENACER \fArial Narrow|b0|i0|c0|p34;CONSTRUCTOR: \fArial Narrow|b0|i0|c0|p34;PROPIETARIO: \fArial Narrow|b0|i0|c0|p34;JOSE RICARDO FONQUE \fArial Narrow|b0|i0|c0|p34;JHON PAUL TORRES CHARRY \fArial Narrow|b0|i0|c0|p34;DISEÑO: \fArial Narrow|b0|i0|c0|p34;Vo. Bo. PLANEACIÓN: \fArial Narrow|b0|i0|c0|p34;- FACHADA LATERAL IZQUIERDA \fArial Narrow|b0|i0|c0|p34;- PLANTA DISTR. TERRAZA \fArial Narrow|b0|i0|c0|p34;- CUADRO DE AREAS \fArial Narrow|b0|i0|c0|p34;- CORTE A___A' \fArial Narrow|b0|i0|c0|p34;CONTIENE: \fArial Narrow|b0|i0|c0|p34;DIBUJO: \fArial Narrow|b0|i0|c0|p34;MARZO - 2001 \fArial Narrow|b0|i0|c0|p34;1:_______________50 \fArial Narrow|b0|i0|c0|p34;FECHA: \fArial Narrow|b0|i0|c0|p34;ESCALA: Culata A.S.D Cll. 28 Cll. 30 Cll. 29 Cra 3 Cll. 29A \A1;30.00 \A1;45.00 \A1;25.00 \A1;10.00 \A1;1.20 \A1;1.00 \A1;.10 \A1;1.00 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;.30 \A1;.50 \A1;.60 \A1;.20 \A1;1.00 \A1;10.00 \A1;1.00 \A1;.20 \A1;.08 \A1;2.44 \A1;.08 \A1;2.00 \A1;2.50 \A1;2.00 \A1;.20 \A1;12.00 \A1;.20 \A1;2.50 \A1;.30 \A1;.30 \A1;.35 \A1;.15 \A1;.20 \A1;.15 \A1;.85 \A1;1.70 \A1;.20 \A1;12.40 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.20 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;1.24 \A1;1.24 \A1;1.24 \A1;1.24 \A1;.50 \A1;.70 \A1;.20 \A1;.30 \A1;.40 \A1;.60 \A1;3.10 \A1;.15 \A1;.20 \A1;1.00 \A1;4.10 \A1;1.00 \A1;.20 \A1;6.50 \A1;1.50 \A1;2.00 \A1;1.50 \A1;5.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;1.20 \A1;1.50 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;.70 \A1;1.30 \A1;.25 \A1;.25 \A1;1.50 \A1;2.00 \A1;2.00 \A1;2.50 \A1;2.00 \A1;2.50 \A1;2.20 \A1;.25 \A1;.40 \A1;6.50 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.27 \A1;.40 \A1;2.50 \A1;.50 \A1;2.50 \A1;.50 \A1;3.00 \A1;3.00 \A1;2.50 \A1;.50 \A1;2.50 \A1;.50 \A1;3.10 \A1;.30 \A1;.30 \A1;2.50 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.30 \A1;6.50 \A1;.75 \A1;.75 \A1;.50 \A1;.20 \A1;5.00 \A1;.20 \A1;5.00 \A1;.20 \A1;.20 \A1;5.00 \A1;.20 \A1;5.00 \A1;.20 \A1;10.60 \A1;1.00 \A1;1.00 \A1;.03 \A1;.80 \A1;.03 \A1;.80 \A1;.03 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.40 \A1;.50 \A1;.40 \A1;.20 \A1;5.00 \A1;.20 \A1;10.60 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;2.50 \A1;2.00 \A1;6.50 \A1;12.00 \A1;5.00 \A1;6.00 \A1;35.00 \A1;1.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;1.50 \A1;2.50 \A1;2.20 \A1;4.00 \A1;1.00 \A1;20.00 \A1;25.00 \A1;.30 \A1;.70 \A1;6.50 \A1;.70 \A1;.30 \A1;12.00 \A1;35.00 \fAbadi MT Condensed Light|b0|i0|c0|p34;Cll. 29 A \fAbadi MT Condensed Light|b0|i0|c0|p34;Cll. 29 \fAbadi MT Condensed Light|b0|i0|c0|p34;Cll. 28 \fAbadi MT Condensed Light|b0|i0|c0|p34;Cra. 3 \fAbadi MT Condensed Light|b0|i0|c0|p34;Cll. 30 \fTw Cen MT|b0|i0|c0|p34;Tarjeta de mapa del territorio \fAbadi MT Condensed Light|b0|i0|c0|p34;Localidad: BRISAS DEL HACHA Terr. num. ( ) \fAbadi MT Condensed Light|b0|i0|c0|p34;Dibujo: JOSE RICARDO FONQUE O. Tel: 434 9149 \fVerdana|b0|i0|c0|p34;FILTRCION \fVerdana|b0|i0|c0|p34;SEDIMENTACION \fVerdana|b0|i0|c0|p34;SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;SEDIMENTADOR 2 \fVerdana|b0|i0|c0|p34;CERCO DELIMITACION AREA TRATAMIENTO \fVerdana|b0|i0|c0|p34;CERCO ALAMBRE PÚA 6 HILOS \fVerdana|b0|i0|c0|p34;BARRERA VEGETAL \fVerdana|b0|i0|c0|p34;EFLUENTE 30.00 45.00 \fVerdana|b0|i0|c0|p34;DIRECCION VIENTO DOMINANTE \fVerdana|b0|i0|c0|p34;L \fVerdana|b0|i0|c0|p34;K 25.00 10.00 \fVerdana|b0|i0|c0|p34;PLANTA ESQUEMA DISPOSICION AREAS AISLAMINETO \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 200 \fVerdana|b0|i0|c0|p34;AREA DE AISLAMIENTO \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA L=8.50 \fVerdana|b0|i0|c0|p34;279.90 \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA L=8.50 \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA L=11.50 \fVerdana|b0|i0|c0|p34;Ø 3" L=3.00 \fVerdana|b0|i0|c0|p34;Ø 3" L=3.00 \fVerdana|b0|i0|c0|p34;Ø 3" L=3.00 \fVerdana|b0|i0|c0|p34;Ø 3" L=3.00 \fVerdana|b0|i0|c0|p34;C. Ø 3" \fVerdana|b0|i0|c0|p34;C. Ø 3" \fVerdana|b0|i0|c0|p34;C. Ø 3" \fVerdana|b0|i0|c0|p34;C. Ø 3" \fVerdana|b0|i0|c0|p34;279.85 \fVerdana|b0|i0|c0|p34;C.I 1 X 1 \fVerdana|b0|i0|c0|p34;Ø 6" L=3.00 \fVerdana|b0|i0|c0|p34;280.05 \fVerdana|b0|i0|c0|p34;280.15 \fVerdana|b0|i0|c0|p34;280.20 \fVerdana|b0|i0|c0|p34;Ø 6" L=20.00 \fVerdana|b0|i0|c0|p34;269 5 5 5 5 5 \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;MURO EN CONCRETO E= .10 \fVerdana|b0|i0|c0|p34;Ø 3/8" c/15 AMBOS SENTIDOS 5 5 .10 .40 .10 .30 .50 .60 \fVerdana|b0|i0|c0|p34;RED DE DESAGUE FILTROS \fVerdana|b0|i0|c0|p34;DEATALLE CAJA INSPECCION \fVerdana|b0|i0|c0|p34;DEATALLE CUNETA EN CONCRETO \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 100 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 10 \fVerdana|b0|i0|c0|p34;SON: 12.00 ML. \fVerdana|b0|i0|c0|p34;.13 M³/ML. .20 1.00 10.00 1.00 .20 5 5 5 \fVerdana|b0|i0|c0|p34;Ø 12" \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;A TANQUE SEDIMENTADOR 2 2.00 2.50 2.00 \fVerdana|b0|i0|c0|p34;ZAPATA MURO \fVerdana|b0|i0|c0|p34;ZAPATA MURO \fVerdana|b0|i0|c0|p34;FONDO TANQUE \fVerdana|b0|i0|c0|p34;MURO EN CONCRETO \H0.052;M - 1 \fVerdana|b0|i0|c0|p34;TALUDES RECUBIERTOS CON GEOTEXTIL TIPO T-1700 \fVerdana|b0|i0|c0|p34;PLANTA GENERAL TANQUE SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 50 .20 12.00 .20 \fVerdana|b0|i0|c0|p34;A' \fVerdana|b0|i0|c0|p34;A \fVerdana|b0|i0|c0|p34;B \fVerdana|b0|i0|c0|p34;B' \fVerdana|b0|i0|c0|p34;C \fVerdana|b0|i0|c0|p34;C' \fVerdana|b0|i0|c0|p34;MURO EN CONCRETO \H0.052;M - 1 5 5 5 5 5 5 5 5 5 \fVerdana|b0|i0|c0|p34;1 # 3 c/.30 REPARTICION \fVerdana|b0|i0|c0|p34;1 # 3 c/.30 REPARTICION 5 \fVerdana|b0|i0|c0|p34;SECCION REFUERZO MURO M-1 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 20 \fVerdana|b0|i0|c0|p34;1 # 4 L=3.00 c/.75 2.70 \fVerdana|b0|i0|c0|p34;1 # 4 L=2.00 c/.75 1.70 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.50 c/.75 1.30 \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.50 c/.30 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.50 c/.30 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;DESPIECE REFUERZO \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;LLAVE \fVerdana|b0|i0|c0|p34;ZAPATA \fVerdana|b0|i0|c0|p34;VASTAGO \fVerdana|b0|i0|c0|p34;HIERRO \fVerdana|b0|i0|c0|p34;PESO (Kg) \fVerdana|b0|i0|c0|p34;Ø \fVerdana|b0|i0|c0|p34;L \fVerdana|b0|i0|c0|p34;CANT/. \fVerdana|b0|i0|c0|p34;TOTAL \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;# 4 \fVerdana|b0|i0|c0|p34;# 4 \fVerdana|b0|i0|c0|p34;# 4 \fVerdana|b0|i0|c0|p34;# 4 \fVerdana|b0|i0|c0|p34;# 4 \fVerdana|b0|i0|c0|p34;# 3 \fVerdana|b0|i0|c0|p34;3.00 \fVerdana|b0|i0|c0|p34;2.00 \fVerdana|b0|i0|c0|p34;1.50 \fVerdana|b0|i0|c0|p34;1.50 \fVerdana|b0|i0|c0|p34;1.50 \fVerdana|b0|i0|c0|p34;9 \fVerdana|b0|i0|c0|p34;12 \fVerdana|b0|i0|c0|p34;12 \fVerdana|b0|i0|c0|p34;12 \fVerdana|b0|i0|c0|p34;29 \fVerdana|b0|i0|c0|p34;29 \fVerdana|b0|i0|c0|p34;25 \fVerdana|b0|i0|c0|p34;36 \fVerdana|b0|i0|c0|p34;24 \fVerdana|b0|i0|c0|p34;18 \fVerdana|b0|i0|c0|p34;44 \fVerdana|b0|i0|c0|p34;44 \fVerdana|b0|i0|c0|p34;125 \fVerdana|b0|i0|c0|p34;291 \fVerdana|b0|i0|c0|p34;CANTIDAD REFUERZO (POR MURO) \fVerdana|b0|i0|c0|p34;CANTIDAD CONCRETO (POR MURO) \fVerdana|b0|i0|c0|p34;VOLUMEN M³ \fVerdana|b0|i0|c0|p34;LLAVE \fVerdana|b0|i0|c0|p34;ZAPATA \fVerdana|b0|i0|c0|p34;VASTAGO \fVerdana|b0|i0|c0|p34;.90 \fVerdana|b0|i0|c0|p34;4.35 \fVerdana|b0|i0|c0|p34;4.25 \fVerdana|b0|i0|c0|p34;9.50 \fVerdana|b0|i0|c0|p34;1 # 3 REPARTICION c/.30 \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;- CONCRETO fe= 3000 PSI. - ACERO fy= 60000 PSI. - RECUBRIMIENTO POR ACERO DE REFUERZO = 5cms. - TAMAÑO MAXIMO AGREGADO 1" \fVerdana|b0|i0|c0|p34;NOTA: \fVerdana|b0|i0|c0|p34;PLANTA CUBIERTA SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 50 12.40 .60 .60 .60 .60 .60 .60 .60 .60 .60 .30 1.00 1.00 1.00 1.00 \fVerdana|b0|i0|c0|p34;VIGA - 01 (.25 X .35) \fVerdana|b0|i0|c0|p34;VIGA - 01 (.25 X .35) \fVerdana|b0|i0|c0|p34;VIGA - 01 (.25 X .35) \fVerdana|b0|i0|c0|p34;RESPIRADEROS Ø 4" \fVerdana|b0|i0|c0|p34;RESPIRADEROS Ø 4" .20 .25 .25 .25 .20 \fVerdana|b0|i0|c0|p34;TAPA DE INSPECCION \fVerdana|b0|i0|c0|p34;TAPA DE INSPECCION \fVerdana|b0|i0|c0|p34;MURO M - 1 \fVerdana|b0|i0|c0|p34;MURO M - 1 \fVerdana|b0|i0|c0|p34;APOYO VIGAS (.60 X .60) \fVerdana|b0|i0|c0|p34;TAPA DE INSPECCION \fVerdana|b0|i0|c0|p34;APOYO VIGAS (.60 X .60) 5 5 5 5 \fVerdana|b0|i0|c0|p34;EJE VIGA 5 5 .20 .30 \fVerdana|b0|i0|c0|p34;SECCION 1 - 1 \fVerdana|b0|i0|c0|p34;E # 312 (# 3 L= 1.20) \fVerdana|b0|i0|c0|p34;2 # 5 3 # 7 \fVerdana|b0|i0|c0|p34;REFUERZO VIGA V - 01 \fVerdana|b0|i0|c0|p34;ESC. 1 : ________ 10 .40 .60 \fVerdana|b0|i0|c0|p34;VIGA \fVerdana|b0|i0|c0|p34;DADO APOYO VIGAS 5 5 \fVerdana|b0|i0|c0|p34;1 # 4 c/.25 \fVerdana|b0|i0|c0|p34;1 # 3 c/.25 \fVerdana|b0|i0|c0|p34;REFUERZO PLACA CUBIERTA \fVerdana|b0|i0|c0|p34;VIGA V-01 \fVerdana|b0|i0|c0|p34;NOTA: \fVerdana|b0|i0|c0|p34;- CONCRETO fe= 3000 PSI. - ACERO fy= 60000 PSI. \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;1' \fVerdana|b0|i0|c0|p34;SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;FONDO TANQUE \fVerdana|b0|i0|c0|p34;TALUDES RECUBIERTOS CON GEOTEXTIL TIPO T-1700 \fVerdana|b0|i0|c0|p34;MURO \H0.052;M - 2 \fVerdana|b0|i0|c0|p34;MURO \H0.052;M - 2 \fVerdana|b0|i0|c0|p34;PLANTA GENERALA SEDIMENTADOR 2 .20 1.00 4.10 1.00 .20 6.50 1.50 2.00 1.50 5.00 \fVerdana|b0|i0|c0|p34;ESC. 1 : ________ 10 1.50 2.00 1.50 1.20 1.50 \fVerdana|b0|i0|c0|p34; GEOTEXTIL TERRENO TIPO T-1700 \fVerdana|b0|i0|c0|p34;TALUD TERRENO NATURAL \fVerdana|b0|i0|c0|p34;DE SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;SECCION 1___1' TANQUE SEDIMENTADOR 2 \fVerdana|b0|i0|c0|p34;NOTA: \fVerdana|b0|i0|c0|p34;DETALLES DE ANCLAJE GEOMENBRANA Y TRASLAPO IGUAL A TANQUE SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;MURO \H0.052;M - 1 \fVerdana|b0|i0|c0|p34;ESC. 1 : _____________________ 50 \fVerdana|b0|i0|c0|p34;ESC. 1 : _____________________ 50 \fVerdana|b0|i0|c0|p34;NOTA: \fVerdana|b0|i0|c0|p34;- CONCRETO fe= 3000 PSI. - ACERO fy= 60000 PSI. - RECUBRIMIENTO POR ACERO DE REFUERZO = 5cms. - TAMAÑO MAXIMO AGREGADO 1" \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.20 c/.30 1.10 \fVerdana|b0|i0|c0|p34;10 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.20 c/.75 1.05 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.50 c/.75 1.25 \fVerdana|b0|i0|c0|p34;ZAPATA \fVerdana|b0|i0|c0|p34;LLAVE \fVerdana|b0|i0|c0|p34;3 \fVerdana|b0|i0|c0|p34;VASTAGO \fVerdana|b0|i0|c0|p34;2 \fVerdana|b0|i0|c0|p34;1 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.90 c/.75 2.70 \fVerdana|b0|i0|c0|p34;1 # 3 c/.30 REPARTICION \fVerdana|b0|i0|c0|p34;5 \fVerdana|b0|i0|c0|p34;4 \fVerdana|b0|i0|c0|p34;1 # 4 L=1.20 c/.30 1.10 5 5 5 5 5 5 5 5 5 5 5 \fVerdana|b0|i0|c0|p34;SECCION REFUERZO MURO M-2 \fVerdana|b0|i0|c0|p34;ESC. 1 : _____________________ 20 \fVerdana|b0|i0|c0|p34;DESPIECE REFUERZO \fVerdana|b0|i0|c0|p34;6 \fVerdana|b0|i0|c0|p34;1 # 3 REPARTICION c/.30 \fVerdana|b0|i0|c0|p34;TALUD TERRENO NATURAL \fVerdana|b0|i0|c0|p34; GEOTEXTIL TERRENO TIPO T-1700 \fVerdana|b0|i0|c0|p34;NIVEL A. N. \fVerdana|b0|i0|c0|p34;NIVEL A. N. \fVerdana|b0|i0|c0|p34;CORTE A____A' TANQUE SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 50 2.00 2.50 2.00 2.50 2.20 .25 .40 6.50 .40 .25 \fVerdana|b0|i0|c0|p34;ESC. 1 : ________ 25 \fVerdana|b0|i0|c0|p34;DETALLE No. 1 ANCLAJE GEOTEXTIL 5 5 5 \fVerdana|b0|i0|c0|p34;RELLENO \fVerdana|b0|i0|c0|p34;DOS CODOS Ø4" PVC. 5 \fVerdana|b0|i0|c0|p34;TUBO PVC. Ø4" \fVerdana|b0|i0|c0|p34;TAPA \fVerdana|b0|i0|c0|p34;DETALLE RESPIRADERO 2.50 .50 2.50 .50 3.00 3.00 .50 2.50 .50 2.50 \fVerdana|b0|i0|c0|p34; GEOTEXTIL TEJIDO T-1700 \fVerdana|b0|i0|c0|p34; TERRENO NATURAL \fVerdana|b0|i0|c0|p34;SENTIDO FLUJO 3.10 .30 .30 2.50 .25 .25 .25 .25 .25 .30 .30 6.50 \fVerdana|b0|i0|c0|p34;VASTAGO \fVerdana|b0|i0|c0|p34;ZAPATA \fVerdana|b0|i0|c0|p34;LLAVE \fVerdana|b0|i0|c0|p34;1 # 3 \fVerdana|b0|i0|c0|p34;1 # 3 \fVerdana|b0|i0|c0|p34;1 # 3 \fVerdana|b0|i0|c0|p34;1 # 4 \fVerdana|b0|i0|c0|p34;1 # 4 \fVerdana|b0|i0|c0|p34;1 # 4 \fVerdana|b0|i0|c0|p34;1 # 4 \fVerdana|b0|i0|c0|p34;1 # 4 \fVerdana|b0|i0|c0|p34;1 # 4 .75 .75 .50 \fVerdana|b0|i0|c0|p34;PROYECCION TALUD \fVerdana|b0|i0|c0|p34;TUBERIAS SALIDA \fVerdana|b0|i0|c0|p34;TUBERIAS LLEGADO \fVerdana|b0|i0|c0|p34;CORTE B___B MURO M-1 DISPOSICION DEL REFUERZO \fVerdana|b0|i0|c0|p34;ESC. 1 : ____________________________ 25 .20 5.00 .20 5.00 .20 .20 5.00 .20 5.00 .20 10.60 \fVerdana|b0|i0|c0|p34;EFLUENTE DE SEDIMENTADOR Ø 6" \fVerdana|b0|i0|c0|p34;TAPON \fVerdana|b0|i0|c0|p34;TAPON \fVerdana|b0|i0|c0|p34;TAPON \fVerdana|b0|i0|c0|p34;TAPON \fVerdana|b0|i0|c0|p34;Ø 3" L= 10.50 \fVerdana|b0|i0|c0|p34;TUBERIA PVC. PERFORADA \fVerdana|b0|i0|c0|p34;TUBERIA PVC. PERFORADA \fVerdana|b0|i0|c0|p34;Ø 3" L= 10.50 \fVerdana|b0|i0|c0|p34;Ø 3" L= 10.50 \fVerdana|b0|i0|c0|p34;TUBERIA PVC. PERFORADA \fVerdana|b0|i0|c0|p34;Ø 3" L= 10.50 \fVerdana|b0|i0|c0|p34;TUBERIA PVC. PERFORADA \fVerdana|b0|i0|c0|p34;A' \fVerdana|b0|i0|c0|p34;A 1.00 1.00 5 5 5 5 5 .20 .20 .20 .20 .40 .50 .40 \fVerdana|b0|i0|c0|p34;MURO PAÑETADO \fVerdana|b0|i0|c0|p34;CAPA ARENA \fVerdana|b0|i0|c0|p34;CAPA GRAVA (3/4") \fVerdana|b0|i0|c0|p34;CAPA GRAVA (1 ¹/2") \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA L=8.50 \fVerdana|b0|i0|c0|p34;TUBERIA PVC SANITARIA Ø 3" \fVerdana|b0|i0|c0|p34;CONCRETO SIMPLE E= .10 \fVerdana|b0|i0|c0|p34;TERRENO .20 5.00 .20 \fVerdana|b0|i0|c0|p34;TUBERIA PERFORADA 10.60 \fVerdana|b0|i0|c0|p34;TUBERIAEFLUENTE SOBRE FILTROS \fVerdana|b0|i0|c0|p34;CORTE A___A' \fVerdana|b0|i0|c0|p34;ESC. 1 : ______ 100 \fVerdana|b0|i0|c0|p34;DETALLE FILTRO \fVerdana|b0|i0|c0|p34;ESC. 1 : ______ 25 \fVerdana|b0|i0|c0|p34;TALUDES RECUBIERTOS CON GEOTEXTIL TIPO T-1700 \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 100 \fVerdana|b0|i0|c0|p34;RED DE DESAGUE FILTROS \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;C.I 1 X 1 \fVerdana|b0|i0|c0|p34;CAJA DE INSPECCION \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;PVC. Ø 3" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA \fVerdana|b0|i0|c0|p34;PVC. Ø 3" SANITARIA \fVerdana|b0|i0|c0|p34;Ø 6" TUBERIA SANITARIA \fVerdana|b0|i0|c0|p34;EFLUENTE DE SEDIMENTADOR Ø 6" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;FONDO \fVerdana|b0|i0|c0|p34;MURO M-2 \fVerdana|b0|i0|c0|p34;FONDO COTA 279.50 \fVerdana|b0|i0|c0|p34;TALUDES RECUBIERTOS CON GEOTEXTIL TIPO T-1700 \fVerdana|b0|i0|c0|p34;MURO M-1 1.50 2.00 1.50 2.00 2.50 2.00 6.50 \fVerdana|b0|i0|c0|p34;MURO M-1 \fVerdana|b0|i0|c0|p34;FILTROS 12.00 5.00 6.00 \fVerdana|b0|i0|c0|p34;Ø 12"00000 L=35.00 P. 14 % \fVerdana|b0|i0|c0|p34;POZO FINAL RED ALCANTARILLADO \fVerdana|b0|i0|c0|p34;COTA DE ENMADA 282 \fVerdana|b0|i0|c0|p34;CUNETA EN CONCRETO \fVerdana|b0|i0|c0|p34;289 287 35.00 \fVerdana|b0|i0|c0|p34;VIA 1.00 \fVerdana|b0|i0|c0|p34;TUBERIA DE ENTRADA 1.50 1.50 2.00 1.50 2.50 2.20 \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;281 \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;Ø 3" \fVerdana|b0|i0|c0|p34;SEDIMENTADOR 1 \fVerdana|b0|i0|c0|p34;SEDIMENTADOR 2 \fVerdana|b0|i0|c0|p34;FILTRO \fVerdana|b0|i0|c0|p34;279.85 \fVerdana|b0|i0|c0|p34;278.95 \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;Ø 6" \fVerdana|b0|i0|c0|p34;GRADAS DE AIREACION (S/ TERRENO) \fVerdana|b0|i0|c0|p34;269 \fVerdana|b0|i0|c0|p34;280.20 4.00 1.00 20.00 25.00 \fVerdana|b0|i0|c0|p34;FUENTE RECEPTOTA \fVerdana|b0|i0|c0|p34;265 \fVerdana|b0|i0|c0|p34;FILTRO \fVerdana|b0|i0|c0|p34;CAJA DE INSPECCION \fVerdana|b0|i0|c0|p34;ESC. 1 : __________________ 100 \fVerdana|b0|i0|c0|p34;2 #5 L= 6.00 \fVerdana|b0|i0|c0|p34;2 #7 L= 6.00 \fVerdana|b0|i0|c0|p34;1 #7 L= 4.00 \fVerdana|b0|i0|c0|p34;2 #5 L= 3.50 \fVerdana|b0|i0|c0|p34;2 #7 L= 3.50 \fVerdana|b0|i0|c0|p34;VIGA V - 01 (.25 X .35) SON: 3 \fVerdana|b0|i0|c0|p34;E # 3 \fVerdana|b0|i0|c0|p34;10 c/ 8 \fVerdana|b0|i0|c0|p34;5 c/16 \fVerdana|b0|i0|c0|p34;17 c/20 \fVerdana|b0|i0|c0|p34;5 c/16 \fVerdana|b0|i0|c0|p34;10 c/ 8 \fVerdana|b0|i0|c0|p34;APOYO \fVerdana|b0|i0|c0|p34;APOYO \fVerdana|b0|i0|c0|p34;1' \fVerdana|b0|i0|c0|p34;1 .30 .70 6.50 .70 .30 \fVerdana|b0|i0|c0|p34;281.70 \fVerdana|b0|i0|c0|p34;282 \fVerdana|b0|i0|c0|p34;287 12.00 35.00 \fVerdana|b0|i0|c0|p34;EJE POZO FINAL \fVerdana|b0|i0|c0|p34;C. I. \fVerdana|b0|i0|c0|p34;10 DE 11 \fVerdana|b0|i0|c0|p34;PROYECTO: \fVerdana|b0|i0|c0|p34;DISEÑÓ: \fVerdana|b0|i0|c0|p34;PLANO: \fVerdana|b0|i0|c0|p34;JULIO CESAR HERNANDEZ S.\Ftxt.shx; \fVerdana|b0|i0|c0|p34;SISTEMA PRIMARIO TRATAMIENTO AGUAS RESIDUALES \fVerdana|b0|i0|c0|p34;11 DE 11 \fVerdana|b0|i0|c0|p34;SISTEMA PRIMARIO TRATAMIENTO AGUAS RESIDUALES \fVerdana|b0|i0|c0|p34;JULIO CESAR HERNANDEZ S.\Ftxt.shx; \fVerdana|b0|i0|c0|p34;PLANO: \fVerdana|b0|i0|c0|p34;DISEÑÓ: \fVerdana|b0|i0|c0|p34;PROYECTO: \fVerdana|b0|i0|c0|p34;Ing. \fVerdana|b0|i0|c0|p34;Ing.

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, constructive, DETAIL, details, DWG, kläranlage, plant, residual, treatment, treatment plant, waters

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