Drain Pumping And Control Cabin DWG Block for AutoCAD

Drain Pumping And Control Cabin DWG Block for AutoCAD

Drain pumping and control cabin to avoid floos in urban areas

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

port, captaincy, Offices c.p., Esc: indicated, Notes:, key:, date:, Structural plane rainwater collector for carcamo, graphic scale:, scale:, Location, Street ursulo galvan, Benito juarez street, Solidarity market, C. V. Carranza, Commercial stalls, Houses under construction, hamlet, hamlet, Solidarity street, Street carrillo port, hamlet, Street veracruz, Hidalgo street, Street america, On the left side house wall Km., fields of, Tower of c. F. and., equality:, Street colima, Street of terraceria, Street fco I. log, Stopwatch of the rf side. Km., bathrooms, platform, retaining wall, sidewalk, access, steel pipe, Stalls, location, Located vertex mojonera, Swamp area, South playon, island, swamp, Virgilio uribe street, Street j. Azure, swamp, cabbage. Amp. South playon, C. J. Of the barrier, Merida street, Drew: ing. Adan ortiz chalá, Notes:, key:, date:, Esc: indicated, Structural plane carcamo pumping call channel, graphic scale:, scale:, Street america, Stalls, steel pipe, access, sidewalk, retaining wall, platform, bathrooms, Stopwatch of the rf side. Km., Hidalgo street, Street veracruz, hamlet, Street carrillo port, location, swamp, Merida street, Street fco I. log, Street of terraceria, C. J. Of the barrier, cabbage. Amp. South playon, Street colima, Street ursulo galvan, Solidarity market, equality:, Tower of c. F. and., Benito juarez street, fields of, On the left side house wall Km., Solidarity street, Street j. Azure, Virgilio uribe street, swamp, island, South playon, Swamp area, Located vertex mojonera, hamlet, hamlet, Houses under construction, Commercial stalls, C. V. Carranza, Location, Mts., Drew: ing. Adan ortiz chalá, graphic scale:, Notes:, Esc: indicated, key:, date:, Plumbing plan for carcamo, scale:, Location, location, Street fco I. log, Street ursulo galvan, Stalls, steel pipe, access, sidewalk, retaining wall, platform, bathrooms, Stopwatch of the rf side. Km., Street of terraceria, Street colima, equality:, Tower of c. F. and., fields of, On the left side house wall Km., Street america, Hidalgo street, Street veracruz, hamlet, Street carrillo port, Solidarity street, hamlet, hamlet, Houses under construction, Commercial stalls, C. V. Carranza, Solidarity market, Benito juarez street, swamp, island, South playon, Swamp area, Merida street, cabbage. Amp. South playon, Street j. Azure, Virgilio uribe street, Located vertex mojonera, C. J. Of the barrier, Drew: ing. Adan ortiz chalá, Pumping frame, Location plumbing scale, April street, C.c. do not., sidewalk, home, Tube ac, Front facade, Control house, scale, cross-section, Ips type beams, Brackets for irving type, Logitudinal cut, section, Esc, Continuous shoe, Rainwater pumping, cimentacion plant, Concrete tube, Shoe border, Esc, Rainwater collector for carcamo, Armed with esc, section, Cut cut, Longitudinal section of, Esc, Rainwater pumping, Scale detail, Esc, sidewalk, home, April street, Beam ips of, detail, Beam ips of, detail, bridge, C.c. do not., Street fco I. log, Captaincy, Continuous shoe, Concrete tube, Continuous shoe, Storm mouth, Cut cut, Cross-section of, Fiberglass, Steel tube, Valve type suction valve, Mark myrs model for l.ps., List of special pipe fittings, Cve., Non-return valve check, section, Pumping frame, Elbow of fofo, description, With height of meters, Of flanged length at its ends, Submersible sewage pump, Steel tube, Esc, Irving type grid, Chrome yellow color, scale, Pumping frame, Plant plumbing, Esc, section, Logitudinal cut, Esc, cross-section, section, scale, Detail of marine staircase, Detail steps, Access control house, Esc, Isometrico of ladder, Sole of, After, Round iron, Control house, cimentacion plant, top floor, low level, Control house, Esc., Control house, Tabletops, Foundation slab, Armed detail, Foundation slab, Armed detail, Round iron, After, Esc., Amb. Sent., Vars do not. Cms., Castles, concrete wall, Sole of, Lock, Slab of mezzanine, Armed detail, Structural details, Amb. Sent., sidewalk, April street, Tabletops, C.c. do not., bridge, home, April street, section, Pumping frame, Esc, Screens, Fiberglass, Chrome yellow color, Irving type grid, detail, Isometric, Esc, Section A’, Trench cross-section, Irving grid, Garbage bin, detail, Vars do not. Cms., Vars Cms., section, Pumping frame, Vars Cms., Vars do not. Cms., section, Pumping frame, Vars Cms., Vars Cms., Esc, Beam ips, Vars Cms., Fiberglass, Chrome yellow color, Irving type grid, bulkhead, Vars Cms., Vars

Raw text data extracted from CAD file:

0+120. 0+100 0.23 0+080 V-11=0+727.953 0+710.99 0+694.20 0+540 0+520 0+500 0+480 0+460 0+320 0+440 0+420 0+400 0+340 0+380 0+360 0+300 0+280 0+260 0+220 0+200 0+180 0+240 0+160 0+140 0+120 0+060 0+040 0+100 PUERTO CAPITANIA 0+020 OFICINAS C.P. 0+755.68 ESC: INDICADA NOTAS: CLAVE: FECHA: PLANO ESTRUCTURAL COLECTOR PLUVIAL PARA CARCAMO ESCALA GRAFICA: ESCALA: UBICACIÒN X X CALLE URSULO GALVAN CALLE BENITO JUAREZ MERCADO SOLIDARIDAD X X X X X C. V. CARRANZA PUESTOS COMERCIALES CASAS EN CONSTRUCCION V-45=0+348.967 X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X V-46=0+604.911 X X X X X CALLE SOLIDARIDAD X X X X V-20=1+754.072 X X X X X X V-19=1+693.00 V-18=1+631.751 X X X X X X X X X X X X X X X X X X X X X X V-40=0+048.694 X X X X X V-42=0+194.071 X V-41=0+118.246 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-44=0+313.903 X X X X X X X X X X X X X X X X X X X X X X X CALLE CARRILLO PUERTO X X X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE VERACRUZ X X X X X X X X X X X X X CALLE HIDALGO X X X X X X X V-43=0+271.429 X X X X X X X X X X X X X X X X X X X X X X X CALLE AMERICA X S/Piedra en muro de casa . Lado Izq. km. 0+990 X CAMPOS DE FOOT-BALL V-14 X X X X X X TORRE DE C. F. E. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-15=1+264.958 IGUALDAD: V-15= 1+061.65 X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-13=0+978.993 BN-3=1.735 CALLE COLIMA V-12-B V-AUX-4 0.50 V-12-A CALLE DE TERRACERIA CALLE FCO. I. MADERO V-12-C X X BN-4=0.971 X X X X X X X S/Varilla Pararayos de acometida CFE Lado der. km. 1+500 V-17=1+488.251 X X X X X X X X X X X V-16=1+387.041 BAÑOS (ELEV. PROM=2.08) PLATAFORMA MURO DE CONTENCION BANQUETA BANQUETA ACCESO X X X TUBO DE ACERO TUBO DE ACERO BANCAS LOCALIZACION X X X BN-10=0.401 UBICADO S/ MOJONERA DEL VERTICE V-47 ZONA DE PANTANOS PLAYON SUR V-47=0+651.292=B.N-10 1.03 PST4 AUX-3 ISLA PST1 AUX-2 PST2 AUX-4 PST3 X X X PANTANO X X X X X CALLE VIRGILIO URIBE X CALLE J. AZUETA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PANTANO X X COL. AMP. PLAYON SUR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X C. J. DE LA BARRERA CALLE MERIDA V-12=0+834.543 V-11=0+727.953 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 0 0.1 0.25 0.5 1 2 3 DIBUJÓ: Ing. ADAN ORTIZ CHALÁ NOTAS: CLAVE: FECHA: ESC: INDICADA PLANO ESTRUCTURAL CANAL DE LLAMADA Y CARCAMO DE BOMBEO ESCALA GRAFICA: ESCALA: X CALLE AMERICA X X BANCAS TUBO DE ACERO TUBO DE ACERO X X X ACCESO BANQUETA BANQUETA MURO DE CONTENCION PLATAFORMA (ELEV. PROM=2.08) BAÑOS V-16=1+387.041 X X X X X X X X X X X V-17=1+488.251 S/Varilla Pararayos de acometida CFE Lado der. km. 1+500 X X X X X X X X X X X X X X X X X X X X X X BN-4=0.971 X X X X X X X X X X X X X V-43=0+271.429 X X X X X X X CALLE HIDALGO X X X X X X X X X X X X X CALLE VERACRUZ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X X X CALLE CARRILLO PUERTO X X X X X X X X X X X X X X X X X X X X X X X V-44=0+313.903 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-41=0+118.246 X V-42=0+194.071 X X X X X V-40=0+048.694 X X X X X X X X X X X X X X X X X X X X X X V-18=1+631.751 V-19=1+693.00 X X X X X X V-20=1+754.072 X X LOCALIZACION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PANTANO V-11=0+727.953 V-12-C V-12=0+834.543 CALLE MERIDA CALLE FCO. I. MADERO CALLE DE TERRACERIA V-12-A 0.50 V-AUX-4 V-12-B C. J. DE LA BARRERA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X COL. AMP. PLAYON SUR CALLE COLIMA BN-3=1.735 V-13=0+978.993 CALLE URSULO GALVAN MERCADO SOLIDARIDAD X X X X X X X X X X X X X X X X X X X X X X X X X X X X IGUALDAD: V-15= 1+061.65 V-15=1+264.958 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TORRE DE C. F. E. X X X X X X V-14 CALLE BENITO JUAREZ X X CAMPOS DE FOOT-BALL X S/Piedra en muro de casa . Lado Izq. km. 0+990 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE SOLIDARIDAD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE J. AZUETA X CALLE VIRGILIO URIBE X X X X X PANTANO X X X PST3 AUX-4 PST2 AUX-2 PST1 ISLA AUX-3 PST4 1.03 V-47=0+651.292=B.N-10 PLAYON SUR ZONA DE PANTANOS UBICADO S/ MOJONERA DEL VERTICE V-47 BN-10=0.401 V-46=0+604.911 X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X V-45=0+348.967 CASAS EN CONSTRUCCION PUESTOS COMERCIALES C. V. CARRANZA X X X UBICACIÒN MTS. 2 1 0.5 0.25 DIBUJÓ: Ing. ADAN ORTIZ CHALÁ 0.1 ESCALA GRAFICA: NOTAS: 0 0.25 ESC: INDICADA CLAVE: FECHA: PLANO DE FONTANERÌA PARA CARCAMO 0.5 1 2 ESCALA: 3 UBICACIÒN LOCALIZACION CALLE FCO. I. MADERO X X CALLE URSULO GALVAN BANCAS TUBO DE ACERO TUBO DE ACERO X X X ACCESO BANQUETA BANQUETA MURO DE CONTENCION PLATAFORMA (ELEV. PROM=2.08) BAÑOS V-16=1+387.041 X X X X X X X X X X X V-17=1+488.251 S/Varilla Pararayos de acometida CFE Lado der. km. 1+500 X X X X X X X BN-4=0.971 X X CALLE DE TERRACERIA CALLE COLIMA BN-3=1.735 V-13=0+978.993 X X X X X X X X X X X X X X X X X X X X X X X X X X X X IGUALDAD: V-15= 1+061.65 V-15=1+264.958 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TORRE DE C. F. E. X X X X X X V-14 CAMPOS DE FOOT-BALL X S/Piedra en muro de casa . Lado Izq. km. 0+990 X CALLE AMERICA X X X X X X X X X X X X X X X X X X X X X X X V-43=0+271.429 X X X X X X X CALLE HIDALGO X X X X X X X X X X X X X CALLE VERACRUZ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X X X CALLE CARRILLO PUERTO X X X X X X X X X X X X X X X X X X X X X X X V-44=0+313.903 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-41=0+118.246 X V-42=0+194.071 X X X X X V-40=0+048.694 X X X X X X X X X X X X X X X X X X X X X X V-18=1+631.751 V-19=1+693.00 X X X X X X V-20=1+754.072 X X X X CALLE SOLIDARIDAD X X X V-46=0+604.911 X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X V-45=0+348.967 CASAS EN CONSTRUCCION PUESTOS COMERCIALES C. V. CARRANZA X X X X X MERCADO SOLIDARIDAD CALLE BENITO JUAREZ V-12-C V-12-A 0.50 V-AUX-4 V-12-B V-47=0+651.292=B.N-10 PANTANO PANTANO PST3 AUX-4 PST2 AUX-2 PST1 ISLA AUX-3 PST4 1.03 PLAYON SUR ZONA DE PANTANOS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-12=0+834.543 CALLE MERIDA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X COL. AMP. PLAYON SUR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE J. AZUETA X CALLE VIRGILIO URIBE X X X X X X X X UBICADO S/ MOJONERA DEL VERTICE V-47 BN-10=0.401 X X X X X V-11=0+727.953 C. J. DE LA BARRERA DIBUJÓ: Ing. ADAN ORTIZ CHALÁ DIBUJÓ: Ing. ADAN ORTIZ CHALÁ Carcamo de bombeo LOCALIZACION FONTANERÌA Escala 1 : 300 CALLE 26 DE ABRIL C.C.M. No. 1A BANQUETA CASA TUBO AC 36"Ø D FACHADA FRONTAL Caseta de control Escala 1:35 CORTE TRANSVERSAL Vigas tipo IPS 4" SOPORTES PARA REJILLA TIPO IRVING CORTE LOGITUDINAL Seccion Y - Y` Esc 1 : 25 ZAPATA CONTINUA (Colector pluvial Carcamo de bombeo ) PLANTA DE CIMENTACIÒN X TUBO DE CONCRETO ZAPATA LINDERO X` Y` Esc 1 : 25 COLECTOR PLUVIAL PARA CARCAMO Armado de muro Esc 1 : 25 Seccion X - X` X X` X Corte E-E` Esc 1 : 25 SECCION LONGITUDINAL (Boca de tormenta) Esc 1 :25 (Colector pluvial Carcamo de bombeo ) DETALLE "A" (Zapata corrida) Escala 1 : 20 X` Esc 1 : 25 Banqueta Casa CALLE 26 DE ABRIL CALLE 26 DE ABRIL Viga IPS de 4" DETALLE "B" Viga IPS de 4" DETALLE "B" PUENTE C.C.M. No. 1 CALLE FCO. I. MADERO CAPITANIA DEL PUERTO ZAPATA CONTINUA TUBO DE CONCRETO TUBO DE CONCRETO ZAPATA CONTINUA Y E` D D` E BOCA DE TORMENTA Corte D-D` Esc 1 : 25 SECCION TRANSVERSAL (Boca de tormenta) de fibra de vidrio TUBO DE ACERO COD-40 DE 300mm. (12")Ø VALVULA DE SUCCIONAMIENTO TIPO COMPUERTA DE MARCA MYRS MODELO 12 VL750M6-43 PARA 300 L.PS. LISTA DE TUBERIAS Y PIEZAS ESPECIALES 3 4 5 6 1 CVE. 2 VALVULA DE NO RETORNO CHECK DE 300mm. (12")Ø Secciòn X - X` CARCAMO DE BOMBEO CODO DE Fo.Fo DE 90° X 300mm. (12")Ø 300mm. (12")Ø DESCRIPCION CON ALTURA DE 15 MTS DE 75H.P DE LONGUITUD BRIDADO EN SUS EXTREMOS MOTOBOMBA SUMERGIBLE PARA AGUAS NEGRAS TUBO DE ACERO COD-40 DE 300mm. (12")Ø x 1.00 M Esc 1 : 25 1 3 5 2 6 X Rejilla tipo Irving color amarillo cromo Escala 1:25 B Carcamo de bombeo PLANTA FONTANERIA 1 C 5 2 6 3 2 6 Y` 1 1 5 3 6 5 3 2 Y Esc 1 : 35 Seccion X-X` CORTE LOGITUDINAL Esc 1 : 35 CORTE TRANSVERSAL Seccion Y-Y` Escala 1 : 35 DETALLE DE ESCALERA MARINA DETALLE ESCALONES Acceso a caseta de control Esc 1 : 35 ISOMETRICO DE ESCALERA SOLERA DE 11/2"X1/4" SOLERA DE 11/2"X1/4" APS 1 1/2"X1/4" APS 11/2"X1/4" FIERRO REDONDO DE 3/4" Caseta de control PLANTA DE CIMENTACION 3 4 A 2 1 B C PLANTA ALTA (Arquitectonica) X` X X PLANTA BAJA (Arquitectonica) Caseta de control 5 Y` 5 3 Esc. 1 : 35 3 1 3 5 Caseta de control Y` A B Y 1 A C B Tablaestacas 1 Y A` B A X` Losa de cimentación Caseta de control DETALLE DE ARMADO A` A Losa de cimentación Caseta de control DETALLE DE ARMADO FIERRO REDONDO DE 3/4" APS 1 1/2"X1/4" Esc. 1 : 35 amb. sent. Vars. No. 4 @20 cms. 3 4 K-2 K-1 CASTILLOS B MURO DE CONCRETO SOLERA DE 11/2"X1/4" TRABE TR CT-1 Losa de entrepiso Caseta de control DETALLE DE ARMADO DETALLES ESTRUCTURALES amb. sent. 1 2 Banqueta CALLE 26 DE ABRIL Tablaestacas C C.C.M. No. 1A PUENTE Casa CALLE 26 DE ABRIL Secciòn Y - Y` CARCAMO DE BOMBEO 4 3 Esc 1 : 25 3 3 1 1 1 MAMPARAS de fibra de vidrio color amarillo cromo Rejilla tipo Irving DETALLE "A" Isometrico 4 4 4 4 1 X` 4 4 Esc 1 : 25 4 Secciòn A - A' CORTE TRANSVERSAL ( Trinchera ) REJILLA IRVING TRAMPA PARA BASURA DETALLE "B" Vars. No. 4@ 30 cms. Vars. No.4 @ 30 cms. Vars. No.4 @ 15 cms. Secciòn A-A` CARCAMO DE BOMBEO Vars. No.4 @ 30 cms. Vars. No.4 @ 30 cms. Vars. No.4 @ 15 cms. Vars. No.3 @ 30 cms. Vars. No. 4@ 30 cms. Secciòn B-B` CARCAMO DE BOMBEO Vars. No.3 @ 30 cms. 1 Vars. No.4 @ 30 cms. Esc 1 : 20 Viga IPS 4" Vars. No.4 @ 30 cms. de fibra de vidrio color amarillo cromo Rejilla tipo Irving MAMPARA Vars. No.4 @ 30 cms. 2 Vars. No. 5 DETALLE "B" 2 Vars. No. 5 Vars. No.4 @ 15 cms. Vars. No.4 @ 30 cms. Secciòn C-C` CALLE 26 DE ABRIL Casa Banqueta CALLE 26 DE ABRIL CAPITANIA DEL PUERTO C.C.M. No. 1 PUENTE CALLE FCO. I. MADERO CANAL DE LLAMADA DETALLES ESTRUCTURALES Escala 1 : 10 DIAMETRO 19.1 15.9 12.7 FIERRO DE REFUERZO (GANCHOS, ESCUADRAS Y EMPALMES) mm N° 2 6.4 9.5 3 5 6 4 2.5 7.9 Esc 1 : 20 Cm 30 Cm 10 D E 30 15 46 38 31 20 25 15 30 15 PULG 1/4 Cm Cm 2 12 A B 3/8 5/8 3/4 1/2 15 6 10 21 11 25 8 18 5/16 5 15 6 9 10 8 Cm 6 6 C Vars. No. 4 @30 cms. Rfzo. vars. No. 4 @ 50 cms. Rfzo. vars. No. 4 @ 50 cms. Vars. No. 4 @30 cms. Vars. No. 4 @30 cms. Carcamo de bombeo PLANTA ESTRUCTURAL MAMPARAS Esc 1 : 20 B Anclas COLD ROLE Vars. No. 4@ 30 cms. Vars. No. 4@ 30 cms. Vars. No. 4@ 30 cms. D C Vars. No. 4 @15 cms. Vars. No. 4@ 15 cms. Vars. No. 4 @30 cms. A 4 Rejilla tipo Irving color amarillo cromo de fibra de vidrio 4 Vars. No. 4@ 15 cms. C Tablaestacas Vars. No. 4@ 15 cms. 1 E#2@20 cms Castillo (K-1) Esc 1 : 20 Vars. No. 4 @15 cms. Vars. No. 4 @30 cms. Vars. de No.4 @15 cms Vars. No. 3@30 cms. B` Vars. No. 4@ 15 cms. Vars. No. 3@30 cms. Vars. No. 3@30 cms. Vars. No. 3@30 cms. K-1 CASTILLOS Castillo (K-1) Castillo (K-1) Muro de tabique A` Castillo (K-1) C` B Rfzo. vars. No. 4 @ 50 cms. C B D Castillo (K-1) CAPITANIA DEL PUERTO CALLE FCO. I. MADERO CALLE 26 DE ABRIL TUBO AC 36"Ø PUENTE TUBO AC 36"Ø TRINCHERA Acceso vehicular a refinerìa Acceso peatonal TRINCHERA C.C.M. No. 1 TRINCHERA a refinerìa de control Estructura RIO MURO DE CARCAMO DE BOMBEO MURO DE CARCAMO DE BOMBEO MURO DE CARCAMO DE BOMBEO CARCAMO DE BOMBEO No. 1-A MAMPARA MURO DE CARCAMO DE BOMBEO TR. TR. TR. MURO DE CARCAMO DE BOMBEO TR. 30 30 30 30 30 30 40 30 Var. # 2 @20 cms. Ver detalle de escalones Block hueco de 10x20x40 cms. Var. # 3 @10 cms. Relleno con revestimiento MAMPARA MURO DE CARCAMO DE BOMBEO JUNTA DE NEOPRENO BASE PARA PLANTA DE EMERGENCIA CARCAMO DE BOMBEO No. 1-A Escalera marina K-1 CT - 1 K-2 K-1 K-2 Escalera marina K-1 N +_ 0.00 N _ 1.15 N _ 0.95 N _ 0.75 N _ 0.55 N _ 0.15 N _ 0.35 K-2 K-2 K-1 MURO BARANDAL N _ 0.15 N +_ 0.00 ESCALERA MARINA N _ 0.55 N _ 0.75 N _ 0.95 N _ 1.15 1.20 1.20 10 4 20 15 N _ 0.35 K-1 K-1 Escalera marina K-2 K-1 ESCALERA MARINA BASE PARA PLANTA DE EMERGENCIA JUNTA DE NEOPRENO REVESTIMIENTO 0.25 DESARENADOR BANQUETA REVESTIMIENTO NIVEL DE TERRENO BASE PLANTA DE EMERGENCIA Vars. No.4@20 cms. Ambos sentidos. Vars. No.4@20 cms. Ambos sentidos. MAMPARA Escalera marina MURO DE CARCAMO DE BOMBEO K-1 K-2 4.00 Vars. No.4@20 cms. Ambos sentidos. RELLENO DE REVESTIMIENTO Vars. No.3@20 cms. Ambos sentidos. Vars. No.4@20 cms. Ambos sentidos. Junta de Neopreno Vars. No.4@20 cms. Ambos sentidos. 6.06 Vars. No.3@20 cms. Ambos sentidos. RELLENO DE REVESTIMIENTO 0.33 Vars. No.4@20 cms. Vars. No.4@20 cms. Ambos sentidos. PENDIENTE = 2.00 % CAJA DE VALVULAS BASE PARA PLANTA DE EMERGENCIA 7.10 Vars. No.4@20 cms. Ambos sentidos. Vars. No.4@20 cms. Ambos sentidos. Junta de Neopreno Vars. No.4@20 cms. Ambos sentidos. 0.05 0.33 Vars. No. 4 @20 cms. K-1 MAMPARA MURO DE CARCAMO DE BOMBEO CARCAMO DE BOMBEO No. 1-A TR. TR. TR. CASETA DE CONTROL MURO DE CARCAMO DE BOMBEO TR. MURO DE CARCAMO DE BOMBEO MAMPARA CARCAMO DE BOMBEO No. 1-A CANAL DE LLAMADA 0.15 K-2 K-1 CT - 1 0.10 K-2 0.15 CAJA DE VALVULAS K-1 INT. ALUM. INT. SECO INT. TRANSF. CANAL DE LLAMADA CONTROL DE BOMBAS INT. TR. TRANSF. INT. TRANF. 300 KVA K-2 0.15 K-1 CAJA DE VALVULAS 1/4 L 6 Vars. de 3/8" E # 2 @ 20 cms. E # 3 @10 CMS. E # 3 @ 10, 20 Y 10 cms. 8 Vars. de 1/2" 0.50 0.25 MAMPARA CARCAMO DE BOMBEO No. 1-A MURO DE CARCAMO DE BOMBEO CAJA DE VALVULAS K-2 0.15 4 Vars. de 3/8" E # 2 @ 20 cms. 1/4 L E # 3 @ 10, 20 Y 10 cms. 8 Vars. de 1/2" E # 3 @10 CMS. 0.25 0.50 E # 3 @20 CMS. 1/2 L 0.21 0.29 0.29 0.29 2.14 2.86 1.36 0.43 0.29 0.43 0.43 0.21 0.29 0.29 0.21 3.93 0.14 3.93 0.14 0.25 0.32 5.71 0.43 0.43 0.36 0.47 0.36 1.43 0.29 0.21 1.29 2.86 10.14 4.86 2.14 0.29 9.79 1.64 0.29 0.14 3.93 0.14 0.14 3.71 3.93 3.64 0.43 0.29 0.21 0.29 0.29 1.14 0.29 0.14 0.57 0.21 1.64 0.21 0.14 0.36 0.43 0.36 0.43 0.43 2.00 0.21 0.21 0.57 0.43 0.21 0.83 2.03 0.36 0.21 2.14 1.97 0.29 5.79 6.21 7.83 0.22 1.64 0.53 0.91 0.21 1.57 0.90 2.03 0.36 2.26 0.21 0.21 5.14 0.36 5.01 0.36 1.64 0.21 1.86 0.43 3.21 0.43 0.14 0.64 8.93 0.36 0.43 0.36 6.14 0.43 0.07 0.29 0.21 0.21 1.43 0.79 0.22 1.86 0.36 0.07 1.29 0.07 1.36 1.64 8.14 0.21 0.36 0.21 1.86 0.21 0.29 0.14 0.21 0.43 1.57 1.64 0.21 0.36 0.21 0.22 5.72 1.86 0.21 0.36 0.57 0.21 0.36 1.43 0.21 0.35 0.07 0.21 0.21 0.79 1.00 0.07 0.21 2.03 0.36 0.21 0.36 4.71 0.22 5.15 0.36 0.36 0.21 0.21 0.29 0.21 1.29 0.07 0.14 0.36 0.21 0.21 0.36 0.21 0.36 5.00 0.36 0.47 0.36 3.29 1.00 0.36 3.71 4.86 8.66 0.47 3.36 0.47 0.36 1.29 5.00 0.36 2.03 0.22 0.21 2.71 0.21 0.29 2.00 0.47 1.29 3.71 3.36 1.14 8.66 2.02 1.71 3.29 0.47 2.03 0.22 0.36 2.79 0.21 0.21 0.14 2.00 3.29 0.36 0.21 1.29 5.00 1.29 8.66 7.23 2.02 1.71 0.22 0.29 0.36 2.03 0.22 0.36 0.22 3.71 3.36 0.47 3.29 0.21 0.22 0.47 7.23 2.02 (Contratrabe) Esc. 1 : 35 Plantilla de concreto simple f`c=100 kg/cm² Boca de tormenta Colector pluvial Carcamo de bombeo Caja de valvulas Canal de llamada Vars. #3 @ 20 cms. ambos sentidos Vars. #3 @ 10 cms. Vars. #3 @ 10 cms. Nivel de terminaciòn de carcamo de bombeo a d b e c DETALLE DE ANGULO Perfil angular de fibra de vidrio de 3"x3"x1/4" Vars. #3 @ 10 cms. Vars. #3 @ 10 cms. Angulo de fibra de vidrio de 3"x3"x1/4" Var # 4 3 Vars # 4 3 Vars # 4 Anclas de solera de 38x3.2x200 mm @ 1.00 metros. DETALLE "B" DETALLE "A" Angulo de fibra de vidrio de 3"x3"x1/4" Anclas de solera de 38x3.2x200 mm @ 1.00 metros. Vars. de No.4 @ 30 cms E # 2 @ 20 cms. 4 Vars. de 3/8" CAJA DE VALVULAS 0.15 CARCAMO DE BOMBEO No. 1-A Escalera marina Escalera marina CARCAMO DE BOMBEO No. 1-A CANAL DE LLAMADA Firme de concreto Muro de tabique Losa de concreto reforzada con malla electrosoldada 66-10/10 Cadena de cerramiento Plantilla de concreto simple f`c=100 kg/cm² NIVEL DE TERRENO PEND. 2.00 % Plantilla de concreto simple f`c=100 kg/cm² Escalera marina Plantilla de concreto simple f`c=100 kg/cm² NIVEL DE BANQUETA 0.15 1.40 0.25 0.25 2.35 0.25 0.65 0.25 1.30 0.20 0.20 1.50 0.05 0.10 0.20 1.70 2.10 0.15 0.15 0.35 5.35 0.35 4.10 4.35 0.25 0.25 0.25 2.02 2.30 0.33 0.25 0.25 1.12 0.15 0.15 0.25 0.25 0.33 0.25 0.25 3.00 5.40 2.80 2.30 4.35 2.98 3.40 5.06 0.25 0.25 1.42 0.15 1.41 0.15 5.40 2.25 5.06 1.42 0.25 2.25 1.85 0.25 1.00 0.33 0.25 2.02 0.25 2.35 2.60 0.33 3.15 2.00 2.30 0.15 0.15 4.76 1.42 5.06 1.42 0.15 1.41 0.15 0.25 0.25 VIGA IPS 4" Muro de concreto armado Inclinaciòn pronunciada hasta llegar a la boca del carcamo de bombeo VER DETALLE "A" ZAPATA CORRIDA Zapata corrida VIGA IPS 4" Plantilla Tubo de concreto Rejilla dentada tipo Irving de 1 1/2" x 1/4" galvanizada VIGA IPS 4" Tubo de concreto Zapata corrida Muro de concreto armado Muro de concreto armado Muro de concreto armado Muro de concreto armado Muro de concreto armado Muro de concreto armado Viga IPS 4" Nivel de banqueta Muro de concreto armado VIGA IPS 4" Tubo de concreto Zapata de lindero Viga IPS 4" Viga IPS 4" 0.10 Prom. = 0.59 Prom. = 0.65 Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. Nivel de banqueta Rejilla dentada tipo Irving de 1 1/2" x 1/4" galvanizada Losa de cimentaciòn Plantilla Cimentaciòn Muro de concreto armado Rejilla dentada tipo Irving de 1 1/2" x 1/4" galvanizada Vars # 4 @ 20 cms. Muro de concreto armado VIGA IPS 4" Plantilla Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. Vars # 4 @ 20 cms. VER DETALLE "B" Muro de concreto armado Muro de concreto armado Viga IPS 4" Viga IPS 4" Viga IPS 4" Viga IPS 4" Caja de valvulas Carcamo de bombeo Canal de llamada Colector pluvial Boca de tormenta Muro de concreto armado Viga IPS 4" Muro de concreto armado Viga IPS 4" Viga IPS 4" Viga IPS 4" Viga IPS 4" Muro de concreto armado 7.33 1.00 1.00 0.60 0.20 0.71 0.20 0.51 0.20 0.05 1.67 1.50 2.05 3.05 2.85 3.05 0.60 0.40 0.20 1.10 0.25 1.07 0.26 3.11 3.61 9.75 0.25 0.20 3.50 0.25 0.40 2.50 0.35 3.60 9.63 9.63 1.50 0.40 0.20 0.40 0.60 0.41 1.08 0.20 0.40 0.20 0.40 1.60 0.75 0.25 2.98 0.20 2.75 0.25 2.98 4.00 2.05 1.00 3.57 0.35 9.75 9.75 0.45 0.20 0.07 7.80 9.50 0.25 0.20 0.05 0.07 0.07 0.0050 0.0700 0.90 3.60 1.65 1.10 0.60 1.06 0.25 0.25 0.20 1.10 0.20 0.05 1.65 0.0700 0.1000 0.0325 0.0050 0.0325 0.0150 0.0150 0.0700 0.0700 0.0050 0.20 0.65 0.20 0.10 0.25 0.20 0.05 0.40 0.25 0.75 0.75 0.60 0.41 1.20 0.73 0.25 0.73 0.25 0.57 0.25 0.07 0.07 0.07 0.57 0.25 0.73 0.25 0.75 1.60 0.77 0.10 4.00 1.67 0.25 0.73 0.25 0.73 0.25 0.73 0.25 0.57 0.25 4.00 0.25 4.00 0.25 0.25 0.73 0.25 0.73 0.20 0.20 0.05 1.78 0.25 0.25 0.73 0.25 0.07 0.20 0.20 0.05 1.00 6.81 7.08 7.80 0.50 0.20 0.50 0.07 1.00 6.30 0.20 3.33 1.78 0.25 2.33 BARDA DE PEMEX CANAL AGUAS NEGRAS CANAL AGUAS NEGRAS Tubo AC Ced.40 3"Ø total = 6 Pzas x 4.40 mts. de long. Tubo AC Ced.40 3"Ø total = 6 Pzas x 4.40 mts. de long. Escalera marina 0.15 Tuberìa de AC de 36" Ø Muro de concreto armado Plantilla de concreto simple f`c=100 kg/cm² Mocheta de 15x30x40 cms para tubo de 36" Ø Tuberìa de 36" Ø VER DETALLE "A" PLACA AC CED. 40 DE 1/4" ESP. Y CONEXIÒN DE TUBERÌAS NIVEL DE TERRENO Muro de concreto armado Escalera marina Placa AC Ced. 40 de 1/4" esp. Tuberìa de 36" Ø Plaaca AC Ced. 40 espesor 1/4" Mocheta base de 15x30x40 cms para tuberìa de 36" Ø 0.15 Tuberìa AC de 36" Ø Tuberìa AC Ced. 40 diam 12" Mocheta de 15x30x40 cms base para tuberìa de 36"Ø Viga IPS 4" Rejilla tipo Irving galvanizada 1.65 m Promedio 0.25 1.40 0.25 0.25 0.25 2.35 0.65 2.00 2.30 0.25 0.25 0.33 0.25 0.25 2.80 2.30 0.25 2.02 2.35 5.40 2.60 0.25 0.16 0.54 0.35 2.25 0.25 0.33 0.25 0.25 2.30 5.40 2.02 3.40 0.15 1.42 0.25 1.42 0.25 0.15 4.76 5.06 1.41 5.06 0.25 1.00 5.35 2.25 1.85 0.35 0.15 0.25 0.15 0.49 0.61 0.40 0.25 0.15 0.70 0.30 4.35 1.12 2.98 0.25 1.41 0.15 0.15 0.15 0.15 0.25 1.42 4.10 4.35 0.25 1.25 1.30 1.35 1.10 1.68 1.00 0.95 2.00 1.60 0.15 5.06 1.42 0.15 0.35 0.40 0.35 0.15 1.10 1.40 0.15 0.15 1.44 A` A TUBO AC 36"Ø TUBO AC 36"Ø TUBO AC 36"Ø NOTAS: CLAVE: FECHA: ESC:INDICADA CASETA DE CONTROL-CARCAMO DE BOMBEO ESCALA GRAFICA: ESCALA: X CALLE AMERICA X X BANCAS TUBO DE ACERO TUBO DE ACERO X X X ACCESO BANQUETA BANQUETA MURO DE CONTENCION PLATAFORMA (ELEV. PROM=2.08) BAÑOS V-16=1+387.041 X X X X X X X X X X X V-17=1+488.251 S/Varilla Pararayos de acometida CFE Lado der. km. 1+500 X X X X X X X X X X X X X X X X X X X X X X BN-4=0.971 X X X X X X X X X X X X X V-43=0+271.429 X X X X X X X CALLE HIDALGO X X X X X X X X X X X X X CALLE VERACRUZ X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X X X CALLE CARRILLO PUERTO X X X X X X X X X X X X X X X X X X X X X X X V-44=0+313.903 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V-41=0+118.246 X V-42=0+194.071 X X X X X V-40=0+048.694 X X X X X X X X X X X X X X X X X X X X X X V-18=1+631.751 V-19=1+693.00 X X X X X X V-20=1+754.072 X X LOCALIZACION X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PANTANO V-11=0+727.953 V-12-C V-12=0+834.543 CALLE MERIDA CALLE FCO. I. MADERO CALLE DE TERRACERIA V-12-A 0.50 V-AUX-4 V-12-B C. J. DE LA BARRERA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X COL. AMP. PLAYON SUR CALLE COLIMA BN-3=1.735 V-13=0+978.993 CALLE URSULO GALVAN MERCADO SOLIDARIDAD X X X X X X X X X X X X X X X X X X X X X X X X X X X X IGUALDAD: V-15= 1+061.65 V-15=1+264.958 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TORRE DE C. F. E. X X X X X X V-14 CALLE BENITO JUAREZ X X CAMPOS DE FOOT-BALL X S/Piedra en muro de casa . Lado Izq. km. 0+990 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE SOLIDARIDAD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X CALLE J. AZUETA X CALLE VIRGILIO URIBE X X X X X PANTANO X X X PST3 AUX-4 PST2 AUX-2 PST1 ISLA AUX-3 PST4 1.03 V-47=0+651.292=B.N-10 PLAYON SUR ZONA DE PANTANOS UBICADO S/ MOJONERA DEL VERTICE V-47 BN-10=0.401 V-46=0+604.911 X X X X X X X X X X X X X X CASERIO X X X X X X X X X X X X X X X X X X X X CASERIO X X X X X X X V-45=0+348.967 CASAS EN CONSTRUCCION PUESTOS COMERCIALES C. V. CARRANZA X X X 2.5 5 1 0 MTS. UBICACION DIBUJÓ: Ing. ADAN ORTIZ CHALÁ

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	areas, autocad, avoid, block, cabin, control, drain, DWG, kläranlage, pumping, treatment plant, urban