Sanitary Details DWG Detail for AutoCAD

Sanitary Details DWG Detail for AutoCAD

Wells of absorption and treatment metal plant

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

Cay, scale, Indicated, Carlos yup, F.g., Roesch project development, Angular, To clean it, Pvc, Drilling for, Water runoff, Solids evacuated, With rake, enters, comes out, rack, face, Building black, Comes from waters, comes out, Pvc, Electromalla, concrete base, Block of, treatment, tank of, concrete base, Electromalla, garden, level of, Quota, Dear, reinforcement, Electromalla, Angular, Angular, concrete base, Electromalla, Quota, comes out, Pvc, Quota, entry, Concrete cover, Electromalla, Electromalla, Concrete cover, removable, Concrete cover, Electromalla, concrete, Wall of, rack, Comes from waters, Black, Pvc, enters, comes out, Pvc, Pvc, comes out, Non-return, valve, Non-return, Rejistro, box of, Pvc, Det. Treatment plant, section, scale, Det. Treatment plant, plant, scale, Dear, level of, concrete base, column, do not., Rec., do not. its T., Rec., do not., sill, do not., do not. Esl., Rec., sill, sill, Rec., do not. Esl., do not., Block, do not., covering, sill, do not. Esl., Det. Soles, Columns, scale, tank of, treatment, Block of, Wall of, concrete, Electromalla, reinforcement, departure, Quota, Quota, entry, Quota, departure, Staircase, sailor, Fringe of, concrete, Street, center, projection, base, box of, concrete, rack, Metal, Det. Of grid, section, scale, concrete, Curb of, asphalt, Angular, Angular, contour, Angular, Det. From candelas, Union with general network, scale, Pvc, Black water, rainwater, Pvc, Black water, level of, Street, Pvc, rainwater, Black water, Pvc, Both, Black water house candela, rainwater, variable, platform, level of, Black water, Saddle for connecting, Domiciliary, Pvc standard pipe, variable, Candela domicile, Of water behind, Standard type pipe, For rainwater, Lot boundary, Det. Of grid, Absorption well, section, scale, Angular, Angular, Det. Of abosorcion well, plant, scale, concrete, Curb of, Auctioneer, Det. Of abosorcion well, section, scale, angular, Metal grille, box of, concrete, Cover with, Esl no, angular, Metal grille, tube of, concrete, Metal grille, Pvc indicated, concrete, box of, ground, natural, By stages in, Placed, Stone filling, Each tube length, Perforations, sewer system, Income of, Exit, sewer system, Street, level of, variable, concrete, box of, Metal grille, angular, Curb of, concrete, Grid box plant, storm drain, scale, Angular, contour, projection, center, Street, concrete, Fringe of, sewer system, Exit, Pvc indicated, variable, pending, Street, Esl no, Cover with, Auctioneer, Metal grille, Angular, angular, Street, pending, variable, Grid box plant, storm drain, scale, Concrete box, Plant location, Processing facilities, scale, security, Grille, box of, registry, absorption, Well of, absorption, plant of, treatment, existing, Surrounding wall, existing, Grille, box of, security, Limit of, ground

Raw text data extracted from CAD file:

1 1 1 CAY 1 ESCALA 1:100 INDICADA CARLOS YUP F.G. ROESCH DES RROLLO DE PROYECTOS \A1;0.025 \A1;1.820 \A1;2.000 \A1;0.150 \A1;0.696 \A1;0.504 \A1;0.150 \A1;1.500 \A1;0.080 \A1;2.60 x 1.425 \A1;1.636 \A1;0.230 \A1;0.200 \A1;0.100 \A1;0.100 \A1;1.300 \A1;1.500 \A1;0.150 \A1;0.150 \A1;0.600 \A1;0.900 \A1;1.636 \A1;0.150 \A1;0.600 \A1;0.150 \A1;0.150 \A1;0.600 \A1;0.150 \A1;0.900 \A1;0.900 \A1;0.150 \A1;0.800 \A1;0.150 \A1;1.100 \A1;0.150 \A1;1.200 \A1;0.150 \A1;1.500 \A1;0.100 \A1;1.500 \A1;0.100 \A1;1.500 \A1;1.500 \A1;0.100 \A1;1.300 \A1;0.100 \A1;2.500 \A1;4.136 \A1;0.150 \A1;0.150 \A1;0.150 \A1;0.200 \A1;0.100 \A1;0.150 \A1;0.075 \A1;0.075 \A1;0.085 \A1;0.115 \A1;0.200 \A1;0.150 \A1;0.140 \A1;0.190 \A1;0.335 \A1;0.139 \A1;0.180 \A1;0.070 \A1;0.050 \A1;0.300 \A1;VARIABLE \A1;VARIABLE \A1;1.000 \A1;0.123 x 0.614 \A1;0.087 \A1;VARIABLE \A1;VARIABLE \A1;VARIABLE \A1;0.150 \A1;0.700 \A1;0.050 \A1;0.050 \A1;0.600 \A1;1.000 \A1;1.000 \A1;0.050 \A1;0.900 \A1;0.050 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.087 \A1;0.075 \A1;0.050 \A1;0.050 \A1;0.900 \A1;1.000 \A1;0.150 \A1;0.050 \A1;0.050 \A1;1.000 \A1;0.600 \A1;0.050 \A1;0.050 \A1;0.700 \A1;0.150 \A1;0.150 \A1;1.000 \A1;0.900 \A1;0.050 \A1;0.050 \A1;0.196 \A1;1.000 \A1;VARIABLE \A1;VARIABLE \A1;3.664 \A1;2.867 \A1;1.102 \A1;3.448 \A1;2.485 \A1;1.015 \A1;1.580 \A1;0.099 \A1;1.510 \A1;1.357 \A1;5.200 ANGULAR DE 2"x2"x3/16" PARA LIMPIARLA PVC d8" PVC d8" PERFORACIONES DE d 1" PARA ESCURRIMIENTO DEL AGUA DE LOS SOLIDOS EVACUADOS CON RASTRILLO ENTRA SALE REJILLA METALICA, P = 0.5% @ 1 1/2 " A ROSTRO NEGRAS DE EDIFICIO VIENE DE AGUAS SALE PVC d 8" BY-PASS S-1 S-2 S-2 S-3 ELECTROMALLA 6 x 6 9/9 BASE DE CONCRETO 5 5 5 P = 2% BLOCK DE 0.14*0.19*0.39 5 5 5 5 5 5 TRATAMIENTO TANQUE DE 2.60 x <> BASE DE CONCRETO ELECTROMALLA 6 x 6 9/9 t=0.10 1.636 5 5 JARDIN NIVEL DE +99.52 COTA -INVERT 97.61 ESTIMADO (TERRENO NATURAL) REFUERZO ELECTROMALLA 6 x 6 9/9 5 5 5 5 ANGULAR DE 1 * "1/8" 1 1/2" * 3/16" ANGULAR DE 5 5 5 5 BASE DE CONCRETO ELECTROMALLA 6 x 6 9/9 97.61 COTA -INVERT P = 2% SALE PVC d8" COTA -INVERT ENTRADA +97.57 S-3 S-4 TAPA DE CONCRETO ELECTROMALLA 6 x 6 9/9 S-3 ELECTROMALLA 6 x 6 9/9 TAPA DE CONCRETO DESMONTABLE DESMONTABLE TAPA DE CONCRETO ELECTROMALLA 6 x 6 9/9 1.636 CONCRETO MURO DE REJILLA REJILLA 5 5 5 5 5 5 5 5 C-A C-A C-A C-A C-A C-A C-A C-A VIENE DE AGUAS NEGRAS PVC d8" ENTRA 5 5 5 5 5 5 5 5 SALE PVC d8" P = 2% P = 2% PVC d8" SALE ANTIRETORNO VALVULA VALVULA ANTIRETORNO REJISTRO CAJA DE 5 5 5 5 5 5 5 5 P = 2% PVC d8" 2 DC-1 DET. DE PLANTA DE TRATAMIENTO SECCION ESCALA 1:25 1 DC-1 DET. DE PLANTA DE TRATAMIENTO PLANTA ESCALA 1:25 5 ESTIMADO +95.384 NIVEL DE BASE DE CONCRETO 4.136 COLUMNA C-A 5 5 No. 3 @ 0.20 REC. 0.0254 4 No. 3 + EST. 4 No. 3 + EST. REC. 0.0254 No. 3 @ 0.20 5 5 SOLERA S-1 5 No. 2 @ 0.20 2 No. 3 + ESL. REC. 0.0254 SOLERA S-2 5 SOLERA S-3 REC. 0.0254 3 No. 3 + ESL. No. 2 @ 0.20 5 5 5 5 5 5 BLOCK "U" No. 2 @ 0.20 Recubrimiento 1" SOLERA S-4 2 No. 3 + esl. 5 5 3 DC-1 DET. SOLERAS Y COLUMNAS ESCALA 1:10 5 5 TANQUE DE TRATAMIENTO S-4 0.14*0.19*0.39 BLOCK DE MURO DE CONCRETO 6 x 6 9/9 ELECTROMALLA REFUERZO SALIDA +97.52 COTA -INVERT 2 dc-1 97.61 COTA -INVERT COTA -INVERT 97.61 ENTRADA +97.57 COTA -INVERT COTA -INVERT SALIDA +97.52 5 5 ESCALERA DE No.5 @ 0.25 MARINERO 4 dc-1 FRANJA DE CONCRETO CALLE CENTRO DE PROYECCION BASE 5 5 5 5 CAJA DE CONCRETO REJILLA METALICA 4 DC-2 DET. DE REJILLA SECCION ESCALA 1:05 CONCRETO BORDILLO DE ASFALTO d1%%183'' * 3/16" ANGULAR DE 2 dc-2 5 5 5 5 5 5 5 5 5 5 5 5 ANGULAR DE 2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONTORNO ANGULAR DE 2" 7 DC-2 DET. DE CANDELAS UNION CON RED GENERAL ESCALA 1:50 PVC d 4", P= 1% AGUA NEGRA AGUA PLUVIAL PVC d 6", P= 1% AGUAS NEGRAS NIVEL DE CALLE PVC d 6", P= 1% AGUA PLUVIAL AGUA NEGRA PVC d 4", P= 1% d 16" AMBAS CANDELA DOMICILIAR DE AGUA NEGRA AGUA PLUVIAL VARIABLE VARIABLE PLATAFORMA NIVEL DE AGUA NEGRA SILLETA PARA CONEXION DE DOMICILIARES TUBERIA DE PVC NORMA 3034 VARIABLE CANDELA DOMICILIAR DE AGUA PLUVIAL, ATRAS TUBERIA TIPO NORMA 3034 O NOVALOC, PARA AGUA PLUVIAL LIMITE DE LOTE LIMITE DE LOTE 3 DC-2 DET. DE REJILLA POZO DE ABSORCION SECCION ESCALA 1:05 5 ANGULAR DE d1%%183'' * 3/16" 2" * 3/16" ANGULAR DE 1 DC-2 DET. DE POZO DE ABOSORCION PLANTA ESCALA 1:20 CONCRETO BORDILLO DE SOLERA DE REMATE 2 DC-2 DET. DE POZO DE ABOSORCION SECCION ESCALA 1:20 <> x 0.614 ANGULAR DEd1%%183''@ d1%%183'' REJILLA METALICA <> CAJA DE CONCRETO 1.00 * 1.00 DE TAPADERA CON 3 No.3 + ESL No. 2 @ 0.15 ANGULAR DEd1%%183''@ d1%%183'' REJILLA METALICA TUBO DE CONCRETO d 36" REJILLA METALICA No.8 @ 0.20 PVC d INDICADO PVC d INDICADO 1.00 X 1.00 CONCRETO CAJA DE TERRENO NATURAL POR ETAPAS EN 3/4", COLOCADO RELLENO DE PIEDRIN CADA TRAMO DE TUBO PERFORACIONES DE d 1" @ 0.20 DRENAJE INGRESO DE SALIDA DE DRENAJE CALLE NIVEL DE VARIABLE VARIABLE 1.00 * 1.00 CONCRETO CAJA DE REJILLA METALICA ANGULAR DEd1%%183''@ d1%%183'' BORDILLO DE CONCRETO 5 DC-2 PLANTA DE CAJA REJILLA DRENAJE PLUVIAL ESCALA 1:20 ANGULAR DE 2" CONTORNO 5 5 5 5 5 5 5 5 5 5 5 6 dc-2 PROYECCION CENTRO DE CALLE CONCRETO FRANJA DE 4 dc-2 DRENAJE SALIDA DE PVC d INDICADO 5 5 VARIABLE VARIABLE VARIABLE PENDIENTE DE CALLE 3 No.3 + ESL No. 2 @ 0.15 DE TAPADERA CON SOLERA DE REMATE REJILLA METALICA ANGULAR DE d1%%183''@ d1%%183'' ANGULAR DE 2" DE CALLE PENDIENTE VARIABLE 6 DC-2 PLANTA DE CAJA REJILLA DRENAJE PLUVIAL ESCALA 1:20 DE 1.00 x 1.00 x 1.00 CAJA DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 Z1 Z2 Z3 Z4 Z5 Z1 Z2 Z3 Z4 Z5 4 DC-1 PLANTA DE UBICACION PLANTA DE TRATAMIENTO ESCALA 1:50 SEGURIDAD REJILLA DE CAJA DE CAJA DE REGISTRO ABSORCION POZO DE POZO DE ABSORCION PLANTA DE TRATAMIENTO EXISTENTE MURO COLINDANTE MURO COLINDANTE EXISTENTE REJILLA DE CAJA DE SEGURIDAD LIMITE DE TERRENO A R E A D E C A L L E

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	absorption, autocad, DETAIL, details, DWG, kläranlage, metal, plant, Sanitary, treatment, treatment plant, wells