Treatment Plant Tecajetes DWG Section for AutoCAD

Treatment Plant Tecajetes DWG Section for AutoCAD

Plants – Sections – Details – Treatment plant

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, Plant set, scale, scale, graphic scale, tree, plot, tree, plot, Mr. Andres sanchez ramos, On stone, Well shore, manhole, Issuing axis, cut, Sav, Sav, Sav co, Sav cd, Sav ca, Sav cb, Sav et, Sav cf, Sav cmc, Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, Architectural plant sub station electric storage operation ceseta, scale, Sav, Sav, Sav co, Main facade sub station electric storage ceseta of operation, scale, N. T. N., Well shore, N. T. N., Foundation plant sub station electric storage operation ceseta, scale, bath, Excavation plant sub station electric storage operation ceseta, scale, Sav, Sav, Sav co, Roof plant sub station electric storage ceseta of operation, scale, Cm at the ends, Cm in rest, With tie bars with annealed wire, Detail of girder slab, High resistance, N. T. N., N. P. T., scale, graphic scale, Meters, Excavation section, Foundation section, Castles, enclosure, Detail prefabricated slab of viged vault, B.a., Electrical installation, scale, Sav, Sav, Sav co, bath, N. T. N., N. P. T., profile, Interior finish, chamfer, grout, Waterproofing, mortar, Concrete slab, eyebrow, filling, brick, Detail finished in slab, Structural roof plant sub station electric storage operation ceseta, scale, Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, Plant sifter, Of emitter axis, tube of, scale, tube of, rack, tube of, Of emitter axis, Pumping frame, gate valve, Well shore, Pumping frame, cut, Marine staircase, N. T. N., N. T., N. T., N. T., N. T., N. T., N. T., N. T., N. T., N. T., N. T. N., Well shore, Pumping frame, Marine staircase, Of emitter axis, Light grid, tube of, N. T., N. T., cut, Cut and, N. pending, scale, Cross-section sifter, scale, Longitudinal cutter, Meters, graphic scale, scale, Concrete ladder, Sieve detail, scale, In one direction, scale, Detail of concrete stairs, Reinforced concrete steps, Light grid, Tee, Elbow, gate valve, Light grid, Longitudinal cut structure, scale, P.v.c. from, Marine staircase, tube of, gate valve, Detail of shot in concrete slope, scale, Dentellon, welded Mesh, Concrete f ‘, Construction gasket, welded Mesh, Common red wall wall, N.t.n., Pumping frame, rack, Counter frame, hinge, On both sides, Hollow reinforcement detail, unscaled, Arq. Jorge cid rojas cel: city: puebla, Ceaspue, I love you, San antonio tecajetes, The nightclub, CD. Serdan, On both sides, Meters, graphic scale, scale, cut, Well shore, N. T. N., N. T., N.p.t., N. T., N. pending, N. T. N., Well shore, N. T., N. P.t., N. T., N. T. N., Shredder sieves, Concrete ladder, tube of, Optional cell, Concrete ladder, N. P.t., Carcamo pumping plant, scale, Longitudinal cut, scale, Pumping structural frame, scale, Var. Smooth, Cps, Pump support detail, Anchor hilti kwik bolt ii long., Angular wall fixing detail, Cps, After, Irving type grid, Cps, Mesh detail, On both sides, Hollow reinforcement detail, unscaled, Arq. Jorge cid rojas cel: city: puebla

Raw text data extracted from CAD file:

\A1;137.76 \A1;94.15 \A1;126.89 \A1;13.45 \A1;27.52 \A1;63.45 CEASPUE \A1;3.00 \A1;9.00 A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN PLANTA DE CONJUNTO ESCALA 1 : 300 04 5 5 5 5 5 5 05 06 01 02 03 0 1.00 3.00 7.50 15.00 30.00 M. ESCALA 1 : 300 ESCALA GRAFICA 50.00 M. X = 1,000 X = 900 X = 800 Y = 1,000 Y = 1,100 X = 1,000 X = 900 X = 800 Y = 1,100 Y = 1,000 ARBOL PARCELA 14 ARBOL PARCELA 10 SR. ANDRES SANCHEZ RAMOS SR. ANDRES SANCHEZ RAMOS 99.00 100.00 100.491 B N - 02 SOBRE PIEDRA ORILLA DE POZO B N - 01 100.00 POZO DE VISITA POZO DE VISITA EJE EMISOR CORTE A CORTE B 3 2 1 3.00 9.00 SAV SE - 01 SAV A - 02 SAV CO - 03 4 5 SAV CD - 04 SAV CD - 05 8 6 SAV CA - 08 SAV CB - 06 SAV ET - 07 7 9 SAV CF - 09 SAV CMC - 10 10 99.00 100.00 100.00 N. 100 N. 96.50 Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.18 \A1;0.25 \A1;0.60 \A1;0.72 \A1;0.72 \A1;0.72 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.20 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.05 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;10.95 \A1;4.95 \A1;9.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.03 \A1;0.95 \A1;1.03 \A1;1.14 \A1;1.14 \A1;1.45 \A1;1.14 \A1;1.14 \A1;3.00 \A1;1.19 \A1;1.50 \A1;1.50 \A1;10.95 \A1;4.95 PLANTA ARQUITECTONICA SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 SAV SE - 01 1 SAV A - 02 2 3 SAV CO - 04 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B FACHADA PRINCIPAL SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 N. T. N. ORILLA DE POZO B N - 01 100.00 N. T. N. 100.00 PLANTA DE CIMENTACION SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 BAÑO PLANTA DE EXCAVACION SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 SAV SE - 01 1 SAV A - 02 2 3 SAV CO - 04 PLANTA DE AZOTEA SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 0.18 0.25 6 e @ 5 cm en los extremos 6 e @ 10 cm e @ 20 cm en el resto 6 e @ 10 cm 3d 1/2" 2d 3/8" con estribos de d 1/4 " amarres con alambre recocido 0.60 0.72 0.72 0.72 0.15 0.20 0.30 0.20 detalle de losa de vigueta y bovedilla k- 01 0.15 0.20 k - 02 4d 3/8" 6d 3/8" 4d 1/4" alta resistencia 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 N. T. N. 0.00 N. P. T. 0.175 N. P. T. 0.35 N. P. T. 0.35 N. P. T. 0.35 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 ESCALA 1 : 75 0.00 0.50 3.00 5.00 ESCALA GRAFICA 10.00 METROS 0.70 0.70 SECCION DE EXCAVACION 0.70 0.20 SECCION DE CIMENTACION CASTLLOS CERRAMIENTO DETALLE LOSA PREFABRICADA DE VIGUETA Y BOVEDILLA 0<> B.A.P. INSTALACION ELECTRICA SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 SAV SE - 01 1 SAV A - 02 2 3 SAV CO - 04 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B BAÑO 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 N. T. N. 0.00 N. P. T. 0.175 N. P. T. 0.35 N. P. T. 0.35 N. P. T. 0.35 perfil acabado interior chaflan lechada impermeabilizante mortero losa de concreto ceja relleno ladrillo DETALLE ACABADO EN LOSA 5 5 PLANTA ESTRUCTURAL DE AZOTEA SUB ESTACION ELECTRICA ALMACEN CESETA DE OPERACION ESCALA 1 : 50 1 <>.00 <>.00 <>.00 <>.00 2 3 4 A B 3' 2' A' B' 5 5 5 5 5 5 5 5 <>.00 5 <>0 <>0 5 5 k - 02 k - 02 k - 02 k - 02 k - 02 k - 02 k - 02 k - 01 k - 01 k - 01 k - 01 k - 01 k - 01 k - 01 k - 01 Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;1.00 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.20 \A1;0.20 \A1;1.65 \A1;3.50 \A1;1.50 \A1;1.00 \A1;2.20 \A1;0.20 \A1;1.65 \A1;3.50 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;0.19 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.20 \A1;1.50 \A1;0.25 \A1;0.25 \A1;1.35 \A1;0.30 \A1;.25 \A1;0.25 \A1;0.12 \A1;0.40 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.40 \A1;0.12 \A1;0.28 \A1;0.19 (TIPO) \A1;0.30 \A1;0.25 (TIPO) \A1;0.25 (TIPO) \A1;0.12 \A1;0.19 (TIPO) \A1;0.12 \A1;1.65 \A1;2.20 \A1;0.20 \A1;1.00 \A1;1.50 \A1;0.20 \A1;0.30 (TIPO) \A1;0.68 \A1;.25 \A1;1.50 \A1;.25 \A1;0.30 \A1;0.25 \A1;1.20 \A1;0.11 \A1;0.20 \A1;0.05 \A1;0.15 \A1;0.15 \A1;0.11 \A1;3.20 \A1;0.70 \A1;0.15 \A1;0.10 \A1;d + 0.15 \A1;0.10 \A1;0.10 \A1;.25 PLANTA CRIBAS Y DESARENADOR DE EJE EMISOR TUBO DE 12 " ESCALA 1 : 50 TUBO DE 12 " <>.00 <>.00 <>0 REJILLA TUBO DE 12 " DE EJE EMISOR A CARCAMO DE BOMBEO VALVULA DE COMPUERTA <>.00 <>0 <>0 0<>0 5 <>0 B N - 01 100.00 ORILLA DE POZO A CARCAMO DE BOMBEO 5 6 C F CORTE X CORTE X 5 6 ESCALERA MARINA N. T. N. 100.00 N. T. 99.50 96.50 N. T. 99.00 N. T. 98.50 N. T. 98.00 N. T. 97.50 N. T. 97.00 N. T. 97.00 97.50 98.00 98.50 99.00 100.00 N. T. N. T. N. T. N. T. N. T. 99.50 96.50 N. T. N. T. N. T. N. N. T. N. B N - 01 100.00 ORILLA DE POZO 5 <>0 A CARCAMO DE BOMBEO 0<>0 <>.00 <>0 ESCALERA MARINA <>0 DE EJE EMISOR REJILLA 02 CON CLAROS 2cm. REJILLA 01 CON CLAROS 5cm. TUBO DE 12 " TUBO DE 12 " 97.00 97.50 98.00 98.50 99.00 N. T. N. T. N. T. N. T. N. T. 99.50 96.50 N. T. N. T. CORTE Y CORTE Y' N. 96.500 - 2 % PENDIENTE N. 95.628 3 2 1 17 16 15 14 13 12 11 10 9 8 7 6 5 4 ESCALA 1 : 50 CORTE TRANSVERSAL CRIBAS Y DESARENADOR ESCALA 1 : 50 CORTE LONGITUDINAL CRIBAS Y DESARENADOR F C 7.50 METROS 0.50 1.00 ESCALA GRAFICA ESCALA 1 : 50 3.00 0.00 ESCALERA DE CONCRETO ESCALERA DE CONCRETO DETALLE DE CRIBAS ESCALA 1 : 25 EN UN SOLO SENTIDO 0.19 0.30 ESCALA 1 : 25 DETALLE DE ESCALERAS DE CONCRETO 0<> 0<> 0<>0 <>0 0<> 0<> D E D E 5 0<>0 5 N. 94.278 ESCALONES DE CONCRETO ARMADO REJILLA 01 CON CLAROS 5cm. REJILLA 02 CON CLAROS 2cm. 0.25 N. 96.478 TEE DE 12 " CODO DE 90° DE 12 " VALVULA DE COMPUERTA REJILLA 01 CON CLAROS 5cm. REJILLA 02 CON CLAROS 2cm. N. 96.478 N. 94.278 N. 95.628 0.12 0.40 0.20 0.50 0.20 0.50 0.40 0.12 0.28 0.19 (TIPO) 0.30 0.25 (TIPO) E # 3 @ 15 4 # 4 0.25 (TIPO) # 3 @ 15 # 3 @ 15 0.12 1 # 3 # 3 @ 15 0.19 (TIPO) 0.12 # 3 @ 15 # 3 @ 15 1 # 3 E # 3 @ 15 <>0 5 CORTE LONGITUDINAL ESTRUCTURA 0<>0 E D C F <>0 <>.00 ESCALA 1 : 50 # 4 @ 15 # 3 @ 15 BANDA OJILLADA DE P.V.C. DE 6" (TIPO) # 4 @ 15 # 3 @ 15 # 4 @ 15 0.20 ESCALERA MARINA # 3 @ 25 0.30 (TIPO) 0<> 5 <>0 5 TUBO DE 12 " VALVULA DE COMPUERTA 18 19 20 20 19 18 3 2 1 16 15 18 17 11 12 13 14 8 9 10 7 6 5 4 0.30 0<> # 3 @ 15 # 4 @ 15 20 19 17 18 9 2 3 4 5 6 7 8 15 16 10 14 13 12 11 1.20 1 DETALLE DE REMATE EN TALUD CONCRETO ESCALA 1 : 25 # 3 @ 15 0.11 # 3 @ 15 4 # 3 DENTELLON MALLA ELECTROSOLDADA 6 X 6 - 6 X 6 0.20 0.05 0.15 0.15 E # 2.5 @ 30 CONCRETO F' C = 100 kg./cm2 JUNTA DE CONSTRUCCION MALLA ELECTROSOLDADA 6 X 6 - 6 X 6 0.11 <>0 0.70 0.15 MURO DE TABIQUE ROJO COMUN N.T.N. 100.00 A CARCAMO DE BOMBEO REJILLA CONTRAMARCO BISAGRA 2 # 4 EN AMBAS CARAS 0.10 d + 0.15 0.10 0.10 DETALLE DE REFUERZO DE HUECOS SIN ESCALA 5 Arq. Jorge Cid Rojas e-mail: jorgecidr@hotmail.com cel: 22 24 42 69 62 Ciudad: Puebla \A1;3.36 \A1;2.50 \A1;0.4 \A1;3.20 \A1;0.35 \A1;2.50 \A1;0.35 \A1;2.50 \A1;0.35 CEASPUE A TECAMACHALCO San Antonio Tecajetes El Veladero A CD. SERDAN \A1;3.20 \A1;2.50 \A1;0.25 \A1;2.50 \A1;0.35 \A1;3.36 \A1;0.40 \A1;0.35 \A1;.35 \A1;0.12 \A1;0.09 \A1;@ 0.30 \A1;0.045 \A1;0.10 \A1;d + 0.15 \A1;0.10 \A1;0.10 2 # 4 EN AMBAS CARAS 78.9778448801569 78.9778448801569 78.9778448801569 78.9778448801569 \A1;0.10 \A1;0.10 \A1;d + 0.15 \A1;0.10 5 <>0 0<> <>0 0<> <>0 0<> <>0 0<> 7.50 METROS 0.50 1.00 ESCALA GRAFICA ESCALA 1 : 50 3.00 0.00 <>0 <>0 0<> 5 0<> <>0 0<>0 # 4 @ 15 # 6 @ 15 # 6 @ 15 # 6 @ 15 0<> 7 8 G H CORTE X CORTE X ' ORILLA DE POZO 100.00 B N - 01 11 12 13 14 8 9 10 7 6 5 4 3 2 1 N. T. N. N. T. N.P.T. 96.50 99.50 N. T. N. T. N. T. N. T. N. T. 100.00 99.00 98.50 98.00 97.50 97.00 16 15 18 17 N. 94.278 100.00 N. 96.500 - 2 % PENDIENTE N. T. N. B N - 01 ORILLA DE POZO N. 96.478 4 5 6 7 10 9 8 14 13 12 11 17 18 15 16 1 2 3 N. 95.628 18 19 20 19 20 97.00 97.50 98.00 98.50 99.00 96.50 99.50 100.00 N. T. N. T. N. T. N. T. N. T. N. P.T. N. T. N. T. N. CRIBAS Y DESARENADOR ESCALERA DE CONCRETO N. 93.128 7 8 8 7 5 # 6 @ 15 # 4 @ 15 TUBO DE 12 " A CELDA FACULTATIVA A CELDA FACULTATIVA ESCALERA DE CONCRETO N. P.T. 96.50 PLANTA CARCAMO DE BOMBEO ESCALA 1 : 50 CORTE LONGITUDINAL X - X ' ESCALA 1 : 50 CORTE ESTRUCTURAL CARCAMO DE BOMBEO ESCALA 1 : 50 0.12 0.09 2 VAR. LISAS d 1/2 " R 8 X 0.12 X 0.08 CPS 3 " X 8.4 kg./m SV DETALLE DE SOPORTE PARA BOMBA @ 0.30 ANCLA K HILTI KWIK BOLT II d 5/8" X 4" LONG. DETALLE DE FIJACION DE ANGULO A MURO 0.045 CPS 4 " X 8 kg/ml. APS 3 " X 10.7kg/ml. APS 3 " X 10.7kg/ml. REJILLA TIPO IRVING 1 " CPS 4 " X 8 kg/ml. DETALLE DE MALLA 0.10 0.10 d + 0.15 0.10 2 # 4 EN AMBAS CARAS DETALLE DE REFUERZO DE HUECOS SIN ESCALA 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
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, details, DWG, kläranlage, plant, plants, section, sections, treatment, treatment plant