Detail Absorbing Well DWG Detail for AutoCAD

Detail Absorbing Well DWG Detail for AutoCAD

Absorbing well black waters to 4 sanitary services in rural area

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

Pvc tube pvc, water level, Brick work lofted, Reinforced concrete with ho-grate cm both directions on emplantillado of stone quarter, Stone quarry, hole, Reinforced Concrete with Ho Grille both diameter cm, Of location of sump cylinder of concrete cm, Outline stirrup cm, Of clay type trench trench will be kept spinning under the pvc tube., Pvc of, Fourth play, river, Ditch: concrete reinforcement with smooth rod of cm both width of sidewalk changes according to location in architectural plan, sidewalk, ditch, Intermedium of concrete capping var of ho stirrup, Of concrete pit ho stapes, Pvc tube pvc, Concrete cover slab thickness cm reinforced with ho grill cm both directions, Registration hole, Registration cover, Registration hole, Concrete cover slab thickness cm reinforced with ho grill cm both directions, Of concrete contour reinforcement ho stirrup cm, Psi pvc, Of repellent work, Of corrugated ho-angled with center reinforcement, Kgf, From ho in both directions, Of foundation walls of concrete hall var ho stirrup, Of foundation concrete septic tank var of ho stirrup, Intermediate crowning hearth on salon walls solera block cm rod horizontal reinforcement, Reinforced Concrete with Ho Grille both diameter cm, Of concrete contour reinforcement ho stirrup cm, Floor cover detail, scale, Well cover section, scale, Section sill contour well cover, scale, Detail section of absorption well, scale, Foundation plant septic tank, scale, section, scale, section, scale

Raw text data extracted from CAD file:

1.80 1.20 3.00 1.20 1.23 0.15 1.00 0.50 0.20 0.20 1.60 0.10 0.10 0.10 0.10 1.40 1.00 0.15 0.15 0.15 0.15 0.45 0.70 0.10 0.45 0.20 0.15 0.30 0.10 1.40 1.60 0.44 1.80 5.00 1.00 0.30 0.30 0.10 0.10 0.50 0.80 0.60 1.50 0.30 1.40 0.10 0.10 0.15 0.35 0.10 2.06 2.06 1.52 1.30 1.40 0.80 1.30 1.00 0.15 0.15 0.15 0.15 0.80 1.00 0.25 0.20 0.20 1.40 1.00 0.30 0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5.00 5 5 5 5 5 5 5 5 SF2 SF2 SF2 5 5 5 TUBO PVC DE 4" CON CODO PVC DE 4" NIVEL DE AGUA NIVEL DE AGUA LADRILLO DE OBRA PUESTO DE LAZO CONCRETO DE 210 KGF/CM² REFORZADO CON PARRILLA DE HO \A1;3 @ 25 CM AMBOS SENTIDOS SOBRE EMPLANTILLADO DE PIEDRA CUARTA \A1;EMPLANTILLADO DE PIEDRA CUARTA SF2 SF2 0.10 0.10 0.10 0.10 5 HUECO 5 SF2 SF2 SF2 SF2 SF2 SF2 SF2 2 2 1 1 \A1;TAPADERA DE CONCRETO 210KGF/CM2 REFORZADO CON PARRILLA DE Ho # 3 @ 12CM AMBOS SENTIDOS, DIAMETRO 1.40m ESPESOR DE 8 CM \A1;SEÑAL DE UBICACION DE POZO RESUMIDERO CILINDRO DE CONCRETO 10 X 20 CM \A1;SOLERA DE CONTORNO 3 # 3 ESTRIBO # 2 @ 15 CM \A1;LADRILLO DE BARRO TIPO CALAVERA PUESTO DE TRINCHERA SE CONSERVARAN 2 HILADAS BAJO EL TUBO PVC. \A1;TUBO PVC DE 4" \A1;PIEDRA CUARTA PLAYADA \A1;GRAVA # 5 \A1;ARENA DE RIO 0.09 5 5 5 \A1;ACERA Y CUNETA: CONCRETO 210 kgf/cm2 REFUERZO CON VARILLA LISA DE \S1/4; " @ 25 CM AMBOS SENTIDOS, ANCHO DE ACERA CAMBIA SEGUN UBICACION EN PLANTA ARQUITECTONICA 0.11 ACERA CUNETA 5 5 5 SC2 SC2 SC2 SI2 5 5 SC2-SI2 \A1;SOLERA INTERMEDIA Y DE CORONAMIENTO DE FOSA SEPTICA, CONCRETO 210KGF/CM2, 4 VAR DE HO # 3, ESTRIBO #2 @ 15CM 5 5 COL1 \A1;COLUMNA DE FOSA SEPTICA, CONCRETO 210KGF/CM2, 4 VAR DE HO # 3, ESTRIBO #2 @ 15CM COL1 COL1 COL1 COL1 COL1 COL1 SC2 SC2 TUBO PVC DE 4" CON CODO PVC DE 4" LOSA Y TAPADERA DE CONCRETO ESPESOR DE 12 CM 210 KGF/CM² REFORZADO CON PARRILLA DE HO \A1;# \A1;3 @ 10 CM AMBOS SENTIDOS 0.12 HUECO DE REGISTRO TAPADERA DE REGISTRO HUECO DE REGISTRO 5 0.12 LOSA Y TAPADERA DE CONCRETO ESPESOR DE 12 CM 210 KGF/CM² REFORZADO CON PARRILLA DE HO \A1;# \A1;3 @ 10 CM AMBOS SENTIDOS 5 5 0.08 \A1;SOLERA DE CONTORNO CONCRETO 210 KGF/ CM2 REFUERZO DE HO 3 # 3 ESTRIBO # 2 @ 15 CM 5 0.12 5 5 5 5 5 5 5 5 5 \A1;TUBO PVC DE 6" 65 PSI \A1;LADRILLO DE OBRA REPELLADO \A1;PARRILLA DE ANGULO DE 2" X \S1/8;" Ho DE \S1/2;" CORRUGADO CON REFUERZO AL CENTRO \A1;CONCRETO 210 KGF CM2 \A1;PARRILLA DE Ho \S3/8;" @ 10 CM AMBOS SENTIDOS 5 5 5 5 5 SF1 SF2 \A1;SOLERA DE FUNDACION PAREDES DE SALON CONCRETO 210KGF/CM2 6 VAR HO # 4, ESTRIBO #2 @ 15CM \A1;SOLERA DE FUNDACION FOSA SEPTICA CONCRETO 210KGF/CM2 4 VAR DE HO # 3 ESTRIBO #2 @ 15CM 5 5 SC1-SI1 SOLERA DE CORONAMIENTO E INTERMEDIA EN PAREDES DE SALON BLOQUE SOLERA 15X20X40 CM BASTON @ 60 Y REFUERZO HORIZONTAL #4 5 5 5 5 5 5 5 0.08 \A1;TAPADERA DE CONCRETO 210KGF/CM2 REFORZADO CON PARRILLA DE Ho # 3 @ 12CM AMBOS SENTIDOS, DIAMETRO 1.40m ESPESOR DE 8 CM \A1;SOLERA DE CONTORNO CONCRETO 210 KGF/ CM2 REFUERZO DE HO 3 # 3 ESTRIBO # 2 @ 15 CM DETALLE PLANTA TAPADERA DE POZO ESCALA 1:25 SECCION TAPADERA DE POZO ESCALA 1:25 SECCION SOLERA DE CONTORNO TAPADERA DE POZO ESCALA 1:25 DETALLE SECCION POZO DE ABSORCION ESCALA 1:25 PLANTA DE FUNDACIONES FOSA SEPTICA ESCALA 1:25 SECCION 1-1 ESCALA 1:25 SECCION 2-2 ESCALA 1:25

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	absorbing, area, autocad, Black, DETAIL, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, rural, Sanitary, Services, wasser bestimmung, water, waters