Sewage Wastewater DWG Block for AutoCAD

Wastewater small edification

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

Architecture, Arq. Martinez, Amps., switch, Poles, fuse, Earth connection, minimum, Minimum depth mts, There design, detail, access, Load download, kitchen, Hydropneumatic, gas, departure, Mezz, access, Load download, gas, departure, Mezz, Mezz, access, Load download, gas, departure, Office, Office, Office, Office, Office, Office, Office, Office, Office, Office, Office, Ban, Lm sv, Ban, Ban, Ban, go, Ban, Lm sv, go, Lmo, Down, trash, Tc cm, Tanquilla, Tc cm, Tanquilla, Lm sv, Jose antonio paez university, Mall professional, Sanitary facilities black water, Project arq. Angel d. A., student:, scale:, date:, March, sheet, legend, Black waters go down, Dd drain floor, Lm washbasin, Wash hands, registry, Sv up ventilation, Tc concrete pipe, Black water comes, Toilet, To the collector, Embedded detail, sanitary, Ladies mezzanine, sanitary, Gentlemen mezz., minimum, Plot boundary, Tube without hood, Variable length, Fixed seat, Asphalt seal, Opening made in, Manufactures in the third, Lower with machine, In the work, Tarred hemp, Prefabricated seat, sidewalk, curb, Minimum depth mts, Tube cm without hood, concrete, Emptied on site, Mortar of, cement, To the collector, Minimum slope, cut, sanitary, Ladies bp, sanitary, Gentlemen p.b., pending, Waterproofing, Mark on site, cut, Andreyna benavides ci:

Raw text data extracted from CAD file:

0.20 0.20 ARQUITECTURA + DISEÑO ARQ. MARTINEZ INT-NAV 30 Amps. 30 Amps. 2×30 Amps. INTERRUPTOR POLOS : FUSIBLE : CONECCION A TIERRA 2×38 2×74 1.00 1.00 5.50 6.00 1.20 7.55 7.50 7.50 7.50 1.20 1.00 1.00 5.50 6.00 1.20 7.55 7.50 7.50 7.50 7.50 7.50 7.55 5.50 1.00 2.05 R2.00 R12.50 7.50 1.00 1.00 5.50 6.00 7.50 7.50 7.50 7.50 7.50 7.55 5.50 1.00 2.05 R2.00 R12.50 7.50 2.18 .15 5.48 .15 5.49 3.98 R1.86 R1.96 R2.00 R2.00 85°0’0″ 90°0’0″ 85°0’0″ 2.50 c/u 5.50 5.50 R2.00 R6.15 R6.45 R6.75 7.50 7.50 7.50 7.55 6.00 5.50 1.00 2.00 85°0’0″ 90°0’0″ 85°0’0″ 2.50 c/u 5.50 5.50 2.00 2.35 R2.00 R2.00 45°0’0″ 4.18 85°0’0″ 90°0’0″ 85°0’0″ 2.50 c/u 5.50 5.50 R2.00 R2.00 5.48 .15 135°0’0″ .10 .40 .10 .10 .40 .10 MINIMO 0.60 .03 .05 .05 .15 .23 .05 PROFUNDIDAD MINIMA 0.80 MTS .45 .28 .50 .10 .40 .10 .10 .40 .10 .05 .80 .10 7.425 ALI DESIGN R 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 DETALLE 2 ESC= 1.10 2 0.20 0.20 PB 04 51.9278 MT2 56.6250 MT2 56.4363 MT2 PB 05 PB 06 N + 0.30 56.4363 MT2 PB 01 56.6250 MT2 PB 02 PB 03 51.9278 MT2 N + 0.30 N + 0.15 N 0.00 ACCESO CARGA Y DESCARGA COCINA N + 0.30 146.4355 MT2 PB 07 N + 0.30 HIDRONEUMATICO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 N + 0.15 N 0.00 5 5 R2.00 5 N + 0.15 N 0.00 85°0’0″ 5 85°0’0″ GAS 5 2.50 c/u 5 5 N + 0.75 5 5 5 5 5 5 5 1.20 5 5 5 5 5 5 5 5 1.20 5 5 5 A B C D E 1 2 3 4 5 SALIDA A B A B 5 MEZZ 04 52.8964 MT2 57.7500 MT2 58.7125 MT2 N + 0.30 52.8984 MT2 N 0.00 ACCESO CARGA Y DESCARGA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 N + 0.15 N 0.00 85°0’0″ 5 85°0’0″ GAS 5 2.50 c/u 5 5 N + 0.75 5 5 5 1.20 5 5 5 5 5 5 5 5 5 A B C D E 1 2 3 4 5 SALIDA 5 MEZZ 05 MEZZ 06 MEZZ 03 MEZZ 02 MEZZ 01 57.7500 MT2 58.7125 MT2 5 N + 0.15 MEZZ 07 MEZZ 08 46.2820 MT2 46.2820 MT2 2.35 5 R2.00 5 N + 0.30 R12.50 5 45°0’0″ 135°0’0″ 4.18 N 0.00 ACCESO CARGA Y DESCARGA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 N + 0.15 N 0.00 85°0’0″ 5 85°0’0″ GAS 5 2.50 c/u 5 5 N + 0.75 5 5 5 5 5 5 5 5 5 5 5 A B C D E 1 2 3 4 5 SALIDA 5 N + 0.15 N + 7.10 5 R2.00 5 N + 0.30 R12.50 5 2.18 45°0’0″ 5 5.48 5 5.48 5 5.49 135°0’0″ S4 S4 S4 S4 3.98 4″ S2 45.5237 MT2 OFIC 01 43.2162 MT2 OFIC 02 43.2162 MT2 OFIC 03 38.7416 MT2 OFIC 04 38.7416 MT2 OFIC 05 43.2162 MT2 OFIC 06 43.2162 MT2 OFIC 07 45.5237 MT2 OFIC 08 40.6155 MT2 OFIC 09 53.8328 MT2 OFIC 11 40.6155 MT2 OFIC 10 B B 2″ BAN 4″ LM WC 7.55 1.20 LM / SV 2″ WC DP DP BAN 4″ A A BAN 4″ LM LM LM WC WC WC WC DP R 2″ 2″ 2″ DP 4″ 4″ BAN 4″ VAN 4″ SV 2″ WC WC U U U BAN 4″ LM / SV 2″ DP R LM LM LM LM LM LM DP R DP R WC WC WC WC WC DP F 2″ 2″ VAN 4″ R 2″ 4″ 4″ LMo SV 2″ Ø 15 MT BAJANTE BASURA TC Ø 15 CM TANQUILLA 0.80 x 0.80 DP R TC Ø 15 CM TANQUILLA 0.80 x 0.80 LM LM LM LM / SV 2″ WC WC U U U U 2″ 2″ 2″ SV 2″ 4″ DP 4″ 4″ B B 7.425 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 UNIVERSIDAD JOSE ANTONIO PAEZ CENTRO COMERCIAL Y PROFESIONAL INSTALACIONES SANITARIAS Y AGUAS NEGRAS PROYECTO = ARQ. ANGEL D. NAZAR A. C.I.V.= 30.308 – C.A.V.= 3.339 – C.E.I.D.E.C.= 27.36 ALUMNO: ESCALA: 1:50 – 1:25 FECHA: MARZO – 2014 N° LAMINA IS 1 A 3 LEYENDA BAN BAJAN AGUAS NEGRAS DD DREN PISO LM LAVAMANOS LMo LAVAMOPAS R REGISTRO SV SUBE VENTILACION TC TUBERIA CONCRETO VAN VIENEN AGUAS NEGRAS WC EXCUSADO 5 C AL COLECTOR 5 5 5 5 5 5 Ø 15 CM Ø 15 CM DETALLE EMPOTRAMIENTO A 3 SANITARIO DAMAS MEZZANINA C 5 SANITARIO CABALLEROS MEZZ. MINIMO 0.60 5 5 5 LIMITE DE PARCELA TUBO SIN CAMPANA DE LONGITUD VARIABLE ASIENTO FIJO JUNTA ASFALTICA ABERTURA REALIZADA EN FABRICA O EN EL TERCIO INFERIOR O CON MAQUINA EN LA OBRA .15 .23 .05 CAÑAMO ALQUITRANADO ASIENTO PREFABRICADO ACERA BROCAL PROFUNDIDAD MINIMA 0.80 MTS TUBO Ø 15 CM SIN CAMPANA CONCRETO “B” VACIADO EN EL SITIO MORTERO DE CEMENTO 1:3 AL COLECTOR PENDIENTE MINIMA 2% .45 .28 .50 CORTE A – A A SANITARIO DAMAS PB C SANITARIO CABALLEROS P.B. 5 5 5 5 5 5 Ø 15 CM Ø 15 CM PENDIENTE 3% PENDIENTE 3% IMPERMEABILIZACION MARCA EN SITIO 5 .80 5 CORTE B – B ANDREYNA BENAVIDES . CI: 20.199.770