Plant Treatment Tecajetes DWG Section for AutoCAD

Plant Treatment Tecajetes DWG Section for AutoCAD

Plant anaerobic cell – Medical cell – Plants – Sections

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

Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, Anaerobic cell plant, detail, cut, cut, scale, scale, Reinforced concrete wall detail, graphic scale, scale, Meters, Anaerobic cross-sectional cell, scale, Detail manifold head manifold head, scale, Detail manifold head manifold head, unscaled, Detail of slab joints, tube of, detail, N.t.n, tube of, Of pumping truck, tube of, Of pumping truck, tube of, Separation between wall distributor cm., Shoe projection, Separation between wall collector cm., detail, expansion meeting, Contraction joint, Construction gasket, blind flange, tube of, blind flange, tube of, Distributors m., anchor, Optional cell, Spindle head, Bast. Alternates, Optional cell, N.t.n, N.t.n, N.t.n, Distributor head, Reinforced concrete supports, Steel brackets, unscaled, Detail of joints in wall, unscaled, Detail of soil improvement in slab slab, Var. Smooth, slab, template, Improved flooring with bench material, natural terrain, See physical characteristics that the layer of improvement in subsection in the report of soil mechanics must fulfill., Cm long, Aerolastic similar, P.v.c. from, Contraction joint, Aerolastic similar, Aerolastic similar type, Fexpan similar, P.v.c. from, expansion meeting, Construction gasket, P.v.c. from, Fexpan similar, Contraction joint, expansion meeting, unscaled, Reinforcement detail in hollows, On both sides, Construction gasket, chamfer, P.v.c. from, Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, Anaerobic cell plant, detail, cut, cut, scale, scale, Reinforced concrete wall detail, graphic scale, scale, Meters, Anaerobic cross-sectional cell, scale, Detail manifold head manifold head, scale, Detail manifold head manifold head, unscaled, Detail of slab joints, tube of, detail, N.t.n, tube of, Of pumping truck, tube of, Of pumping truck, tube of, Separation between wall distributor cm., Shoe projection, Separation between wall collector cm., detail, expansion meeting, Contraction joint, Construction gasket, blind flange, tube of, blind flange, tube of, Distributors m., anchor, Optional cell, Spindle head, Bast. Alternates, Optional cell, N.t.n, N.t.n, N.t.n, Distributor head, Reinforced concrete supports, Steel brackets, unscaled, Detail of joints in wall, unscaled, Detail of soil improvement in slab slab, Var. Smooth, slab, template, Improved flooring with bench material, natural terrain, See physical characteristics that the layer of improvement in subsection in the report of soil mechanics must fulfill., Cm long, Aerolastic similar, P.v.c. from, Contraction joint, Aerolastic similar, Aerolastic similar type, Fexpan similar, P.v.c. from, expansion meeting, Construction gasket, P.v.c. from, Fexpan similar, Contraction joint, expansion meeting, unscaled, Reinforcement detail in hollows, On both sides, Construction gasket, chamfer, P.v.c. from, Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, cut, Faluctive cell, Cut x ‘, Cut and, cut, Geomembrane of mls. High density polyethylene, Geotextile type typar, River bed gravel size, Sand bed, Pzas galvanized pipe, Anchor for geotextile geomembrane mts., Slope compacted to the selected material product of the excavation, see detail, N.t.n., graphic scale, scale, Meters, Optional cell, scale, N.t.n., Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, Plant transitional structure, scale, Of pumping truck, Anaerobic cell, tube of, tube of, Of pumping truck, Anaerobic cell, scale, Longitudinal cut, Longitudinal section chlorine mixing channel, tube of, Plant chlorine mixing channel, Of optional cell, tube of, scale, graphic scale, scale, Meters, Of optional cell, tube of, tube of, P.v.c. from, N.t.n, N.t.n, N.t.n, N.t.n, Anaerobic cell, Of optional cell, tube of, tube of, N.t.n, Arq. Jorge cid rojas cel: city: puebla

Raw text data extracted from CAD file:

\A1;4.40 \A1;2.49 \A1;1.60 \A1;15.796 \A1;0.45 \A1;0.30 \A1;1.60 \A1;1.80 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.45 \A1;1.33 \A1;1.00 \A1;1.33 \A1;8.05 \A1;16.44 \A1;16.496 \A1;15.796 \A1;0.35 \A1;8.05 \A1;7.90 \A1;0.35 \A1;2.1 \A1;0.35 \A1;0.50 \A1;2.1 \A1;0.35 \A1;4.82 \A1;2.50 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.35 \A1;0.30 \A1;1.00 \A1;0.45 \A1;0.30 \A1;0.35 \A1;0.07 \A1;0.60 \A1;0.40 \A1;2.00 \A1;0.25 \A1;6.55 \A1;1.30 \A1;6.55 \A1;2.00 \A1;2.00 \A1;2.38 \A1;2.38 \A1;0.35 \A1;0.07 \A1;0.50 \A1;0.35 \A1;0.10 \A1;d + 0.15 \A1;0.10 \A1;0.10 <>0 5 1.60 15.796 0.45 0.30 <>0 <>0 0.30 0<>0 0.30 0.45 5 <>.00 5 5 5 16.496 15.796 PLANTA CELDA ANAEROBIA J DETALLE 03 9 0.35 CORTE X I 5 9 7.90 CORTE X´ J 0.35 ESCALA 1 : 100 10 5 0.35 ESCALA 1 : 50 DETALLE 04 MURO DE CONCRETO ARMADO 0.50 5 0.35 I 10 5 <>0 1.00 ESCALA GRAFICA 7.00 3.00 ESCALA 1 : 100 0.00 15.00 METROS CORTE TRANSVERSAL CELDA ANAEROBIA ESCALA 1 : 100 ESCALA 1 : 100 DETALLE 03 CABEZAL COLECTOR CABEZAL DISTRIBUIDOR ESCALA 1 : 50 DETALLE 03 CABEZAL COLECTOR CABEZAL DISTRIBUIDOR SIN ESCALA DETALLE DE JUNTAS EN LOSA N. 97.50 0.50 0.50 0<>0 TUBO DE 12 " DETALLE 04 9 10 N.T.N 100.00 TUBO DE 6 " DE CARCAMO DE BOMBEO TUBO DE 6 " DE CARCAMO DE BOMBEO TUBO DE 12 " SEPARACION ENTRE MURO Y DISTRIBUIDOR 50 CM. PROYECCION DE ZAPATA SEPARACION ENTRE MURO Y COLECTOR 50 CM. DETALLE 04 JUNTA DE EXPANSION JUNTA DE EXPANSION JUNTA DE CONTRACCIÓN JUNTA DE CONTRACCIÓN JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION BRIDA CIEGA BRIDA CIEGA TUBO DE 12 " d TUBO DE 12 " d BRIDA CIEGA BRIDA CIEGA 1 , 1/2 " d TUBO DE 12 " d DISTRIBUIDORES @ 1.30 M. ANCLA 1 , 1/2 " X 1/4 A CELDA FACULTATIVA CABEZAL CLECTOR 12 " d N. 97.50 BAST. # 6 @ 30 ALTERNADOS A CELDA FACULTATIVA A CELDA FACULTATIVA 0.50 0.35 0.30 1.00 0.45 0.30 0.35 0.07 # 6 @ 15 # 6 @ 15 # 6 @ 15 # 4 @ 30 3 # 4 # 5 @ 25 # 6 @ 50 # 4 @ 20 N.T.N 100.00 N.T.N 100.00 N. 101.70 N. 97.08 N. 100.844 N.T.N 100.00 N. 98.00 N. 102.20 N. 101.344 N.97.80 N. 97.70 0.60 0.40 CABEZAL DISTRIBUIDOR 12 " d <>.00 0<> N. 101.80 N. 101.70 5 <>0 5 <>.00 <>.00 SOPORTES DE CONCRETO ARMADO 5 5 SOPORTES DE ACERO SIN ESCALA DETALLE DE JUNTAS EN MURO SIN ESCALA DETALLE DE MEJORAMIENTO DE SUELO EN LOSA DE DESPLANTE 0.35 0.07 0.50 VAR. LISA DEL # 6 @ 30 ( LOSA ) ( PLANTILLA ) ( SUELO MEJORADO CON MATERIAL DE BANCO ) TERRENO NATURAL VER CARACTERISTICAS FISICAS QUE DEBE DE CUMPLIR LA CAPA DE MEJORAMIENTO EN INCISO V.1.2 EN EL REPORTE DE MECANICA DE SUELO. 60 CM LONGITUD AEROLASTIC O SIMILAR TAPAJUNTA DE P.V.C. DE 8 " JUNTA DE CONTRACCION 0.35 AEROLASTIC O SIMILAR AEROLASTIC O SIMILAR ( TIPO ) AEROLASTIC O SIMILAR ( TIPO ) FEXPAN O SIMILAR TAPAJUNTA DE P.V.C. DE 8 " TAPAJUNTA DE P.V.C. DE 8 " JUNTA DE EXPANSION JUNTA DE CONSTRUCCION TAPAJUNTA DE P.V.C. DE 8 " TAPAJUNTA DE P.V.C. DE 8 " FEXPAN O SIMILAR JUNTA DE CONTRACCION JUNTA DE EXPANSION SIN ESCALA DETALLE DE REFUERZO EN HUECOS 2 # 4 EN AMBAS CARAS 0.10 d + 0.15 0.10 0.10 JUNTA DE CONSTRUCCION CHAFLAN 0.30 X 0.30 BANDA OJILLADA DE P.V.C. DE 15 " Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;4.40 \A1;2.49 \A1;1.60 \A1;15.796 \A1;0.45 \A1;0.30 \A1;1.60 \A1;1.80 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.45 \A1;1.33 \A1;1.00 \A1;1.33 \A1;8.05 \A1;16.44 \A1;16.496 \A1;15.796 \A1;0.35 \A1;8.05 \A1;7.90 \A1;0.35 \A1;2.1 \A1;0.35 \A1;0.50 \A1;2.1 \A1;0.35 \A1;4.82 \A1;2.50 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.35 \A1;0.30 \A1;1.00 \A1;0.45 \A1;0.30 \A1;0.35 \A1;0.07 \A1;0.60 \A1;0.40 \A1;2.00 \A1;0.25 \A1;6.55 \A1;1.30 \A1;6.55 \A1;2.00 \A1;2.00 \A1;2.38 \A1;2.38 \A1;0.35 \A1;0.07 \A1;0.50 \A1;0.35 \A1;0.10 \A1;d + 0.15 \A1;0.10 \A1;0.10 <>0 5 1.60 15.796 0.45 0.30 <>0 <>0 0.30 0<>0 0.30 0.45 5 <>.00 5 5 5 16.496 15.796 PLANTA CELDA ANAEROBIA J DETALLE 03 9 0.35 CORTE X I 5 9 7.90 CORTE X´ J 0.35 ESCALA 1 : 100 10 5 0.35 ESCALA 1 : 50 DETALLE 04 MURO DE CONCRETO ARMADO 0.50 5 0.35 I 10 5 <>0 1.00 ESCALA GRAFICA 7.00 3.00 ESCALA 1 : 100 0.00 15.00 METROS CORTE TRANSVERSAL CELDA ANAEROBIA ESCALA 1 : 100 ESCALA 1 : 100 DETALLE 03 CABEZAL COLECTOR CABEZAL DISTRIBUIDOR ESCALA 1 : 50 DETALLE 03 CABEZAL COLECTOR CABEZAL DISTRIBUIDOR SIN ESCALA DETALLE DE JUNTAS EN LOSA N. 97.50 0.50 0.50 0<>0 TUBO DE 12 " DETALLE 04 9 10 N.T.N 100.00 TUBO DE 6 " DE CARCAMO DE BOMBEO TUBO DE 6 " DE CARCAMO DE BOMBEO TUBO DE 12 " SEPARACION ENTRE MURO Y DISTRIBUIDOR 50 CM. PROYECCION DE ZAPATA SEPARACION ENTRE MURO Y COLECTOR 50 CM. DETALLE 04 JUNTA DE EXPANSION JUNTA DE EXPANSION JUNTA DE CONTRACCIÓN JUNTA DE CONTRACCIÓN JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION BRIDA CIEGA BRIDA CIEGA TUBO DE 12 " d TUBO DE 12 " d BRIDA CIEGA BRIDA CIEGA 1 , 1/2 " d TUBO DE 12 " d DISTRIBUIDORES @ 1.30 M. ANCLA 1 , 1/2 " X 1/4 A CELDA FACULTATIVA CABEZAL CLECTOR 12 " d N. 97.50 BAST. # 6 @ 30 ALTERNADOS A CELDA FACULTATIVA A CELDA FACULTATIVA 0.50 0.35 0.30 1.00 0.45 0.30 0.35 0.07 # 6 @ 15 # 6 @ 15 # 6 @ 15 # 4 @ 30 3 # 4 # 5 @ 25 # 6 @ 50 # 4 @ 20 N.T.N 100.00 N.T.N 100.00 N. 101.70 N. 97.08 N. 100.844 N.T.N 100.00 N. 98.00 N. 102.20 N. 101.344 N.97.80 N. 97.70 0.60 0.40 CABEZAL DISTRIBUIDOR 12 " d <>.00 0<> N. 101.80 N. 101.70 5 <>0 5 <>.00 <>.00 SOPORTES DE CONCRETO ARMADO 5 5 SOPORTES DE ACERO SIN ESCALA DETALLE DE JUNTAS EN MURO SIN ESCALA DETALLE DE MEJORAMIENTO DE SUELO EN LOSA DE DESPLANTE 0.35 0.07 0.50 VAR. LISA DEL # 6 @ 30 ( LOSA ) ( PLANTILLA ) ( SUELO MEJORADO CON MATERIAL DE BANCO ) TERRENO NATURAL VER CARACTERISTICAS FISICAS QUE DEBE DE CUMPLIR LA CAPA DE MEJORAMIENTO EN INCISO V.1.2 EN EL REPORTE DE MECANICA DE SUELO. 60 CM LONGITUD AEROLASTIC O SIMILAR TAPAJUNTA DE P.V.C. DE 8 " JUNTA DE CONTRACCION 0.35 AEROLASTIC O SIMILAR AEROLASTIC O SIMILAR ( TIPO ) AEROLASTIC O SIMILAR ( TIPO ) FEXPAN O SIMILAR TAPAJUNTA DE P.V.C. DE 8 " TAPAJUNTA DE P.V.C. DE 8 " JUNTA DE EXPANSION JUNTA DE CONSTRUCCION TAPAJUNTA DE P.V.C. DE 8 " TAPAJUNTA DE P.V.C. DE 8 " FEXPAN O SIMILAR JUNTA DE CONTRACCION JUNTA DE EXPANSION SIN ESCALA DETALLE DE REFUERZO EN HUECOS 2 # 4 EN AMBAS CARAS 0.10 d + 0.15 0.10 0.10 JUNTA DE CONSTRUCCION CHAFLAN 0.30 X 0.30 BANDA OJILLADA DE P.V.C. DE 15 " Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;108.00 \A1;1.00 \A1;100.00 \A1;38.00 \A1;36.00 \A1;30.00 \A1;1.00 \A1;1.80 \A1;2.05 \A1;38.00 \A1;36.00 \A1;30.00 \A1;2.10 \A1;99.77 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.80 \A1;0.30 \A1;0.60 \A1;0.10 \A1;0.05 \A1;1.50 \A1;2.05 CORTE X CELDA FALCUTATIVA <>.00 1.00 <>.00 <>.00 <>.00 <>.00 1.00 CORTE X' CORTE Y' CORTE Y 1.80 2.05 <>.00 <>.00 <>.00 2.10 5 GEOMEMBRANA DE 2.2 MLS. DE POLIETILENO ALTA DENSIDAD GEOTEXTIL TIPO TYPAR CAMA DE GRAVA RODADA DE RIO TAMAÑO DE 1.5 " A 2 " CAMA DE ARENA 3 PZAS. TUBO GALVANIZADO 1 1/2 " ANCLA PARA GEOTEXTIL Y GEOMEMBRANA 1 @ 2.00 MTS. TALUD COMPACTADO AL 90 % CON MATERIAL SELECCIONADO PRODUCTO DE LA EXCAVACION 11 11 K L 12 12 K L 11 12 K L VER DETALLE 01 N.T.N. 100.00 N.T.N. ESCALA GRAFICA 1.00 3.00 7.50 0.00 ESCALA 1 : 200 15.00 30.00 METROS CELDA FACULTATIVA ESCALA 1 : 200 N.T.N. 100.498 N.T.N. 99.15 N.T.N. 100.00 N.T.N. 100.498 N.T.N. 99.15 0.80 0.30 0.60 0.10 0.05 1.50 2.05 Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;1.50 \A1;1.00 \A1;1.50 \A1;1.00 \A1;.80 \A1;1.10 \A1;0.60 \A1;0.20 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;.90 \A1;.15 \A1;.12 \A1;2.00 \A1;2.10 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.30 \A1;2.00 \A1;2.10 \A1;0.25 \A1;1.00 \A1;.90 \A1;.12 \A1;.15 \A1;.90 \A1;.60 \A1;5.28 \A1;4.98 \A1;.90 \A1;.15 \A1;.12 \A1;0.80 \A1;0.95 \A1;.12 \A1;.90 \A1;.90 \A1;.15 \A1;.50 \A1;5.28 \A1;4.98 \A1;.95 \A1;5.13 \A1;2.10 \A1;2.10 \A1;.30 \A1;.30 PLANTA ESTRUCTURA DE TRANSICION ESCALA 1 : 50 M 13 14 N DE CARCAMO DE BOMBEO A CELDA ANAEROBIA TUBO DE 12 " TUBO DE 6 " <>0 <>.00 <>0 <>.00 TUBO DE 12 " TUBO DE 6 " DE CARCAMO DE BOMBEO A CELDA ANAEROBIA ESCALA 1 : 50 CORTE LONGITUDINAL ESTRUCTURA DE TRANSICION CORTE LONGITUDINAL CANAL DE MEZCLADO DE CLORO TUBO DE 12 " <>0 <>0 PLANTA CANAL DE MEZCLADO DE CLORO Ñ DE CELDA FACULTATIVA O 0<>0 0<>0 TUBO DE 12 " 15 16 ESCALA 1 : 50 ESCALA 1 : 50 ESCALA GRAFICA ESCALA 1 : 50 3.00 0.50 1.00 7.50 METROS 0.00 13 14 O Ñ 0.25 0.25 0.25 0.25 <>0 <> 5 DE CELDA FACULTATIVA O O Ñ 15 TUBO DE 12 " 16 Ñ TUBO DE 12 " 15 16 # 3 @ 20 # 3 @ 20 # 3 @ 20 <>.00 <>0 0<> # 4 @ 15 # 4 @ 15 <>.00 BANDA OJILLADA DE P.V.C. DE 6" (TIPO) # 3 @ 25 # 4 @ 15 N.97.80 N. 101.80 0<>0 0<> 0<> 0<>0 0<> 0<>0 <>.00 <>0 0<> 0<>0 0<> <>.00 N.T.N 100.00 N.T.N 100.00 N.97.80 N.T.N 100.00 N.T.N 100.00 A CELDA ANAEROBIA N.97.80 N.97.80 14 13 5 <>0 <>0 5 <>0 5 5 0<> 0<>0 DE CELDA FACULTATIVA <>0 5 5 O O <>0 <>0 Ñ 15 <> TUBO DE 12 " <>0 5 5 Ñ 16 5 TUBO DE 12 " N 100.298 100.00 N.T.N 100.050 5 5 <>0 <>0 <>0 <>0 Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	anaerobic, autocad, cell, DWG, kläranlage, medical, plant, plants, section, sections, treatment, treatment plant