Drain Rainwater Drainage DWG Block for AutoCAD

Drain Rainwater Drainage DWG Block for AutoCAD

Sump for rainwater drainage

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

date:, scale:, Plane no:, Sheet no:, plane of:, draft:, review:, firm:, approved:, firm:, Bolivarian Republic of Venezuela, Popular power ministry to, Bolivariana of ports s.a., Seeks construction of the expansion, approved:, reviser:, firm:, first name:, Ing. Walmore rosales, C.i.v .:, firm:, S.a. Technical management, draft:, drawing:, reviser:, approved:, draft:, firm:, review, date, modification, firm, contractor, firm, Plc technical management, Air transport, Modernization of the port of la guaira west sector, Ten, Edmar saucers, Viewnumber, Sheetnumber, Tagnumber, For steel see flat, note:, Details, Sink mouths, Storm drainage system, Execution project, Minimum strength of concrete compression f’c, concrete, Maximum ratio water cement by weight, Minimal coatings, Nominal elastic limit fy, Steel bars, reinforcing steel, Pieces emptied on the ground, Permanently in contact with it, Note: commercial steel bars are used in this, Project range from the, Parson’s gut, Pogson’s gut, Asbuilt dog kennel, Stone pile, Dirt pile, Train track, Plant, transformer, Atlhantic ocean, The standard dimensions, variable, pavement, Dn tube, Min., Sewage system, Natural surface, Exterior, Dn tube, for, Support for collectors, Final filler, Initial fill, Support bed, selected, of the, Geotextile, At the joints, curb, Armed beam, sidewalk, Detail of the, plant, Section aa, concrete, Grille lid, class, rack, Esc., Top view, Scale, Curb in the passage area, Min, Horizontal direction, Vertical direction, Bars, Section, Scale, Section, Scale, Min, Section, Scale, Min, Horizontal direction, Vertical direction, Min, Bars, Top view, Scale, Min, Horizontal direction, Vertical direction, Min, Min, Section, Scale, Min, Bars, Top view, Scale, Bars, Bars, Min, Bars, Bars, Configuration sump manhole on the roads. Cover cast iron, Configuration sump manhole on the roads .cover cast iron, Section, Scale, Section, Scale, Bars, Designers, yam, File no., Description, Date, Approved, Version nº, Design and hydraulic calculation, Eng. Raudel moreno, may, Feets, Project management, Raul garcia b., North, Sump manholes configuration in the roads according to the existing cover cast iron., Sump manholes on the roads., Beaumont park, Saint kitts and east caribean, Eng. Raudel moreno, Files, Note: it is necessary to make a hydraulic evaluation of the stream related to flooding according to rainfalls of different return periods due to increase of impervious area and reduction of water infiltration.

Raw text data extracted from CAD file:

A FECHA: ESCALA: PLANO No: HOJA No: PLANO DE: PROYECTO: REVISION: FIRMA: APROBADO: FIRMA: REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DEL PODER POPULAR PARA BOLIVARIANA DE PUERTOS - BOLIPUERTOS, S.A. PROCURA Y CONSTRUCIÓN DE LA AMPLIACIÓN Y APROBADO: REVISOR: FIRMA: NOMBRE: NOMBRE: Ing. Walmore Rosales C.I.V.: 10441 FIRMA: BOLIPUERTOS, S.A. / GERENCIA TÉCNICA PROYECTO: DIBUJO: REVISOR: APROBADO: PROYECTO: FIRMA: FIRMA: FIRMA: FIRMA: REVISIÓN FECHA MODIFICACIÓN FIRMA CONTRATISTA FIRMA PLC / GERENCIA TÉCNICA TRANSPORTES ACUÁTICOS Y AEREOS MODERNIZACIÓN DEL PUERTO DE LA GUAIRA SECTOR OESTE DEZ 2011 Edmar Pires VIEWNUMBER SHEETNUMBER TAGNUMBER TAGNUMBER O.1319.03_PE_F_DR_005_0 5.1.19 - PARA ACEROS VER PLANO O.1319.03_PE_F_DR_010 NOTA: DETALLES BOCAS DE VISITA, SUMIDEROS SISTEMA DE ALCANTARILLADO PLUVIAL 1:50 1:20 1:5 S/E PROYECTO DE EJECUCIÓN (NUEVOS REQUERIMIENTOS) - MÍNIMA RESISTENCIA DEL CONCRETO A COMPRESIÓN : f'c = 300 Kgf/cm2 CONCRETO (COVENIN 1753 - 2006) - MÁXIMA RELACIÓN AGUA / CEMENTO POR PESO : a/c = 0.45 RECUBRIMIENTOS MÍNIMOS - LIMITE ELÁSTICO NOMINAL : fy = 4200 Kg/cm2 - BARRAS : ACERO TIPO S - 60 (COVENIN 316) - 4.5 cm ACERO DE REFUERZO (COVENIN 1753 - 2006) - PIEZAS VACIADAS SOBRE EL TERRENO Y PERMANENTEMENTE EN CONTACTO CON EL MISMO 7.5cm NOTA: LAS BARRAS DE ACERO COMERCIALES A SER UTILIZADAS EN ESTE PROYECTO VAN DESDE LA Nº3 HASTA LA Nº11. Parson's Gut Parson's Gut Pogson's Gut ASBUILT DOG KENNEL STONE PILE DIRT PILE DIRT PILE TRAIN TRACK PLANT TRANSFORMER Atlhantic Ocean \A2;3'-7" \A2;3'-7" \A2;3'-2" \A2;3'-7" \A2;3'-7" \A2;5" \A2;5" \A2;2'-9" \A2;5" \A2;3'-10" \A2;10" \A2;5" \A2;2' \A2;5" \A2;5' \A2;9" \A2;5" \A2;5' \A2;3'-10" \A2;5" \A2;5'-5" \A2;7" \A2;7" \A2;3'-1" \A2;2'-8" \A2;4'-5" \A2;5" \A2;3'-10" \A2;9" \A2;5" \A2;5' \A2;7" \A2;10" \A2;10" \A2;5'-5" \A2;3'-3" \A2;2'-7" \A2;2'-7" \A2;1'-7" \A2;9" \A2;1'-7" \A2;5" \A2;10" \A2;10" \A2;1'-4" \A2;1'-2" \A2;1'-2" \A2;1'-4" \A2;5" \A2;4'-8" \A2;5" \A2;9" \A2;1'-7" \A2;1'-7" \A2;5" \A2;2'-9" \A2;5" \A2;1'-5" \A2;1'-5" \A2;5" \A2;2'-4" \A2;5" \A2;1'-7" \A2;1'-2" \A2;1'-1" \A2;1'-7" \A2;1'-7" \A2;1'-7" \A2;1'-9" \A2;1'-9" \A2;1'-4" \A2;1'-4" \A2;2'-8" \A2;1'-4" \A2;1'-4" \A2;4'-6" \A2;5" \A2;1'-10" \A2;5" O.1319.03_PE_F_DR_005_0 \A2;11" \A2;11" AS DIMENSÕES NORMALIZADAS Variable PAVIMENTO DN TUBO 0.20 Min. 1.00m DE ALCANTARILLADO SUPERFICIE NATURAL h 0.25 0.25 Ø EXTERIOR DN TUBO h=0.10 PARA d200 a d600 h=0.15 PARA d800 a d1200 (S/E) APOYO PARA COLECTORES RELLENO FINAL RELLENO INICIAL LECHO DE APOYO (MATERIAL SELECCIONADO DE LA EXCAVACIÓN) GEOTEXTIL EN LAS JUNTAS 0.12 0.64 0.12 0.40 #d6M@0.10 0.10 1.05 0.90 0.15 BORDILLO 0.30 0.12 5d6M d6M@0.10 0.15 A A VIGA ARMADA 0.15 0.10 ACERA DETALLE SUMIDEROS S1 (ZONA DE LAS PORTERIAS) Planta SECCIÓN AA Concreto d300 REJILLA Y TAPA (640 X 300) Clase D400, EN124 REJILLA Esc. 1/20 Esc. 1/20 TOP VIEW Scale: 3/4" : 1'-0" 0.15 0.12 (SIN BORDILLO EN LA ZONA DEL PASO ELEVADO) 42.50360392448056 42.50360392448056 2% min 2% min 2% min 2% min 2% min 7" 7" L= 2'-6" 37.958219018421 3'-2" 4'-10" L= 8'-7" 3'-10" 2" 6" 2" 6" horizontal direction vertical direction 2" 6" 6" 2" 4'-10" 4'-10" 3'-2" L= 14'-2" 42.75980313899709 42.50958754529438 4.531546800006709 4.531546800009892 33.44649394525413 4.531546800007163 45.93954089664931 9.907303766196492 4.984701480038439 23.95659949110996 4.505192974137117 60.37839146285296 1 4 #3 bars L= 2'-6" L= 3'-3" A S-01 A S-01 B S-01 B S-01 Section A-A Scale: 3/4" : 1'-0" Section B-B Scale: 3/4" : 1'-0" 65.08141226398948 4.531546800007163 46.375571323234 9.471273339611798 4.984701480038439 60.37839146285296 A S-01 2% min Section B-B Scale: 3/4" : 1'-0" 2" 6" 6" 2" 4'-10" 4'-10" 5'-1" L= 16'-0" 7.129946001034114 6.883470920889522 37.43323241613325 2% min 2% min 2'-10" 4'-10" L= 8'-5" 2" 6" horizontal direction vertical direction A S-01 B S-01 7" 7" L= 2'-6" 2% min 1 8 #3 bars L= 2'-3" TOP VIEW Scale: 3/4" : 1'-0" 31.73353893918284 2% min 2% min 2'-3" 4'-10" L= 8'-0" 2" 6" horizontal direction vertical direction 7" 7" L= 2'-6" 2% min 53.18020997394751 4.531546800007163 46.375571323234 9.471273339611798 4.984701480038439 60.37839146285296 2% min Section B-B Scale: 3/4" : 1'-0" 2" 6" 6" 2" 4'-10" 4'-10" 4'-1" L= 15'-0" 6.883470920889522 2% min A S-01 A S-01 S-01 B 1 4 #3 bars L= 1'-9" TOP VIEW Scale: 3/4" : 1'-0" 9.516248280026957 5 2 8 #3 bars L= 3'-0" 3 8 #3 bars L= 5'-3" 65.05010339736009 38.66067353504559 30.68021259547231 30.77157528666385 18.88622798276265 8.761951865093579 18.88622798276265 4.505192974137117 9.516248280027412 5 16.49853683082392 13.98662372408444 14.4326288786765 15.92182506975951 S-01 B 2% min 4.531546800006709 56.02430228476351 4.525563179219262 9.321199012356374 7" 7" L= 2'-6" L= 2'-6" 7" 7" 7" 7" 7" 7" L= 2'-6" 18.81486452443733 19.22759309104731 4.531546800007163 33.44649394525413 4.525563179219262 L= 2'-6" 16.67648871441224 16.68238686820496 4.531546800007163 28.37612243690683 4.525563179219262 18.71258896702807 13.67077974602262 13.46865359058802 19.21373552703585 19.39530976804281 19.26536376700278 21.38032040344524 21.37948273555185 2 8 #3 bars L= 2'-6" 3 8 #3 bars L= 4'-4" 16.15165677967798 15.88847774273336 32.04013452241134 16.02171077863954 16.00605634533372 54.0711370501424 S-01 B 4.531546800007163 22.42919131727831 4.772800821897363 7" 7" L= 2'-6" 7" 7" L= 2'-6" 7" 7" L= 2'-6" 3'-10" 2" 6" 3'-10" 2" 6" CONFIGURATION SUMP MANHOLE ON THE ROADS. COVER CAST IRON d=24" CONFIGURATION SUMP MANHOLE ON THE ROADS. COVER CAST IRON d=18" CONFIGURATION SUMP MANHOLE ON THE ROADS .COVER CAST IRON d=12" Section A-A Scale: 3/4" : 1'-0" Section A-A Scale: 3/4" : 1'-0" 2 8 #3 bars L= 3'-3" 11.02953799529678 11.01388356199095 \c16777215;CAPTION \c16777215;PROYECT DESIGNERS \c16777215;DESCRIPTION \c16777215;DATE \c16777215;UNIT \c16777215;SCALE \c16777215;PLAN NAME FILE Nº DESCRIPTION \c16777215;REVIEWS DATE APROVED VERSION Nº DESIGN AND HYDRAULIC CALCULATION \W0.80952; ENG. RAUDEL MORENO MAY 2.015 Feets 1'':30' PROJECT MANAGEMENT \c3881787;ARCH. RAUL GARCIA B. \c16777215;NOTES \c16777215;LOCATION NORTH Sump manholes configuration in the roads according to the existing cover cast iron. Sump Manholes on the Roads. Beaumont Park Saint Kitts and Nevis, East Caribean \W0.80952; ENG. RAUDEL MORENO \c16777215;REFERENCE FILES S-01 \W6.27835; NOTE: IT'S NECESSARY MAKE AN \W6.27835; HYDRAULIC EVALUATION OF THE STREAM \W6.27835; CAPACITY, RELATED TO FLOODING ACCORDING \W6.27835; WITH RAINFALLS OF DIFFERENT RETURN \W6.27835; PERIODS DUE TO INCREASE OF IMPERVIOUS \W6.27835; AREA AND REDUCTION OF WATER \W6.27835; INFILTRATION.

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

date:, scale:, Plane no:, Sheet no:, plane of:, draft:, review:, firm:, approved:, firm:, Bolivarian Republic of Venezuela, Popular power ministry to, Bolivariana of ports s.a., Seeks construction of the expansion, approved:, reviser:, firm:, first name:, Ing. Walmore rosales, C.i.v .:, firm:, S.a. Technical management, draft:, drawing:, reviser:, approved:, draft:, firm:, review, date, modification, firm, contractor, firm, Plc technical management, Air transport, Modernization of the port of la guaira west sector, Ten, Edmar saucers, Viewnumber, Sheetnumber, Tagnumber, For steels see plan, note:, Details, Sink mouths, Storm drainage system, Execution project, Minimum strength of concrete compression f’c, concrete, Maximum ratio water cement by weight, Minimal coatings, Nominal elastic limit fy, Steel bars type, reinforcing steel, Parts emptied on the ground, Permanently in contact with it, Note: commercial steel bars are used in this, Project range from the, Parson’s gut, Pogson’s gut, Asbuilt dog kennel, Stone pile, Dirt pile, Train track, Plant, transformer, Atlhantic ocean, The standard dimensions, variable, pavement, Dn tube, Min., Sewage system, Natural surface, Exterior, Dn tube, for, Support for collectors, Final filler, Initial fill, Support bed, selected, of the, Geotextile, At the joints, curb, Armed beam, sidewalk, Details of the, plant, Section aa, concrete, Grille lid, class, rack, Esc., Top view, Scale, Curb in the passage area, Min, Horizontal direction, Vertical direction, Bars, Section, Scale, Section, Scale, Min, Section, Scale, Min, Horizontal direction, Vertical direction, Min, Bars, Top view, Scale, Min, Horizontal direction, Vertical direction, Min, Min, Section, Scale, Min, Bars, Top view, Scale, Bars, Bars, Min, Bars, Bars, Configuration sump manhole on the roads. Cover cast iron, Configuration sump manhole on the roads .cover cast iron, Section, Scale, Section, Scale, Bars, Designers, yam, File no., Description, Date, Approved, Version nº, Design and hydraulic calculation, Eng. Raudel moreno, may, Feets, Project management, Raul garcia b., North, Sump manholes configuration in the roads according to the existing cover cast iron., Sump manholes on the roads., Beaumont park, Saint kitts and east caribean, Eng. Raudel moreno, Files, Note: it is necessary to make a hydraulic evaluation of the stream related to flooding according to rainfalls of different return periods due to increase of impervious area and reduction of water infiltration.

Raw text data extracted from CAD file:

A FECHA: ESCALA: PLANO No: HOJA No: PLANO DE: PROYECTO: REVISION: FIRMA: APROBADO: FIRMA: REPUBLICA BOLIVARIANA DE VENEZUELA MINISTERIO DEL PODER POPULAR PARA BOLIVARIANA DE PUERTOS - BOLIPUERTOS, S.A. PROCURA Y CONSTRUCIÓN DE LA AMPLIACIÓN Y APROBADO: REVISOR: FIRMA: NOMBRE: NOMBRE: Ing. Walmore Rosales C.I.V.: 10441 FIRMA: BOLIPUERTOS, S.A. / GERENCIA TÉCNICA PROYECTO: DIBUJO: REVISOR: APROBADO: PROYECTO: FIRMA: FIRMA: FIRMA: FIRMA: REVISIÓN FECHA MODIFICACIÓN FIRMA CONTRATISTA FIRMA PLC / GERENCIA TÉCNICA TRANSPORTES ACUÁTICOS Y AEREOS MODERNIZACIÓN DEL PUERTO DE LA GUAIRA SECTOR OESTE DEZ 2011 Edmar Pires VIEWNUMBER SHEETNUMBER TAGNUMBER TAGNUMBER O.1319.03_PE_F_DR_005_0 5.1.19 - PARA ACEROS VER PLANO O.1319.03_PE_F_DR_010 NOTA: DETALLES BOCAS DE VISITA, SUMIDEROS SISTEMA DE ALCANTARILLADO PLUVIAL 1:50 1:20 1:5 S/E PROYECTO DE EJECUCIÓN (NUEVOS REQUERIMIENTOS) - MÍNIMA RESISTENCIA DEL CONCRETO A COMPRESIÓN : f'c = 300 Kgf/cm2 CONCRETO (COVENIN 1753 - 2006) - MÁXIMA RELACIÓN AGUA / CEMENTO POR PESO : a/c = 0.45 RECUBRIMIENTOS MÍNIMOS - LIMITE ELÁSTICO NOMINAL : fy = 4200 Kg/cm2 - BARRAS : ACERO TIPO S - 60 (COVENIN 316) - 4.5 cm ACERO DE REFUERZO (COVENIN 1753 - 2006) - PIEZAS VACIADAS SOBRE EL TERRENO Y PERMANENTEMENTE EN CONTACTO CON EL MISMO 7.5cm NOTA: LAS BARRAS DE ACERO COMERCIALES A SER UTILIZADAS EN ESTE PROYECTO VAN DESDE LA Nº3 HASTA LA Nº11. Parson's Gut Parson's Gut Pogson's Gut ASBUILT DOG KENNEL STONE PILE DIRT PILE DIRT PILE TRAIN TRACK PLANT TRANSFORMER Atlhantic Ocean \A2;3'-7" \A2;3'-7" \A2;3'-2" \A2;3'-7" \A2;3'-7" \A2;5" \A2;5" \A2;2'-9" \A2;5" \A2;3'-10" \A2;10" \A2;5" \A2;2' \A2;5" \A2;5' \A2;9" \A2;5" \A2;5' \A2;3'-10" \A2;5" \A2;5'-5" \A2;7" \A2;7" \A2;3'-1" \A2;2'-8" \A2;4'-5" \A2;5" \A2;3'-10" \A2;9" \A2;5" \A2;5' \A2;7" \A2;10" \A2;10" \A2;5'-5" \A2;3'-3" \A2;2'-7" \A2;2'-7" \A2;1'-7" \A2;9" \A2;1'-7" \A2;5" \A2;10" \A2;10" \A2;1'-4" \A2;1'-2" \A2;1'-2" \A2;1'-4" \A2;5" \A2;4'-8" \A2;5" \A2;9" \A2;1'-7" \A2;1'-7" \A2;5" \A2;2'-9" \A2;5" \A2;1'-5" \A2;1'-5" \A2;5" \A2;2'-4" \A2;5" \A2;1'-7" \A2;1'-2" \A2;1'-1" \A2;1'-7" \A2;1'-7" \A2;1'-7" \A2;1'-9" \A2;1'-9" \A2;1'-4" \A2;1'-4" \A2;2'-8" \A2;1'-4" \A2;1'-4" \A2;4'-6" \A2;5" \A2;1'-10" \A2;5" O.1319.03_PE_F_DR_005_0 \A2;11" \A2;11" AS DIMENSÕES NORMALIZADAS Variable PAVIMENTO DN TUBO 0.20 Min. 1.00m DE ALCANTARILLADO SUPERFICIE NATURAL h 0.25 0.25 Ø EXTERIOR DN TUBO h=0.10 PARA d200 a d600 h=0.15 PARA d800 a d1200 (S/E) APOYO PARA COLECTORES RELLENO FINAL RELLENO INICIAL LECHO DE APOYO (MATERIAL SELECCIONADO DE LA EXCAVACIÓN) GEOTEXTIL EN LAS JUNTAS 0.12 0.64 0.12 0.40 #d6M@0.10 0.10 1.05 0.90 0.15 BORDILLO 0.30 0.12 5d6M d6M@0.10 0.15 A A VIGA ARMADA 0.15 0.10 ACERA DETALLE SUMIDEROS S1 (ZONA DE LAS PORTERIAS) Planta SECCIÓN AA Concreto d300 REJILLA Y TAPA (640 X 300) Clase D400, EN124 REJILLA Esc. 1/20 Esc. 1/20 TOP VIEW Scale: 3/4" : 1'-0" 0.15 0.12 (SIN BORDILLO EN LA ZONA DEL PASO ELEVADO) 42.50360392448056 42.50360392448056 2% min 2% min 2% min 2% min 2% min 7" 7" L= 2'-6" 37.958219018421 3'-2" 4'-10" L= 8'-7" 3'-10" 2" 6" 2" 6" horizontal direction vertical direction 2" 6" 6" 2" 4'-10" 4'-10" 3'-2" L= 14'-2" 42.75980313899709 42.50958754529438 4.531546800006709 4.531546800009892 33.44649394525413 4.531546800007163 45.93954089664931 9.907303766196492 4.984701480038439 23.95659949110996 4.505192974137117 60.37839146285296 1 4 #3 bars L= 2'-6" L= 3'-3" A S-01 A S-01 B S-01 B S-01 Section A-A Scale: 3/4" : 1'-0" Section B-B Scale: 3/4" : 1'-0" 65.08141226398948 4.531546800007163 46.375571323234 9.471273339611798 4.984701480038439 60.37839146285296 A S-01 2% min Section B-B Scale: 3/4" : 1'-0" 2" 6" 6" 2" 4'-10" 4'-10" 5'-1" L= 16'-0" 7.129946001034114 6.883470920889522 37.43323241613325 2% min 2% min 2'-10" 4'-10" L= 8'-5" 2" 6" horizontal direction vertical direction A S-01 B S-01 7" 7" L= 2'-6" 2% min 1 8 #3 bars L= 2'-3" TOP VIEW Scale: 3/4" : 1'-0" 31.73353893918284 2% min 2% min 2'-3" 4'-10" L= 8'-0" 2" 6" horizontal direction vertical direction 7" 7" L= 2'-6" 2% min 53.18020997394751 4.531546800007163 46.375571323234 9.471273339611798 4.984701480038439 60.37839146285296 2% min Section B-B Scale: 3/4" : 1'-0" 2" 6" 6" 2" 4'-10" 4'-10" 4'-1" L= 15'-0" 6.883470920889522 2% min A S-01 A S-01 S-01 B 1 4 #3 bars L= 1'-9" TOP VIEW Scale: 3/4" : 1'-0" 9.516248280026957 5 2 8 #3 bars L= 3'-0" 3 8 #3 bars L= 5'-3" 65.05010339736009 38.66067353504559 30.68021259547231 30.77157528666385 18.88622798276265 8.761951865093579 18.88622798276265 4.505192974137117 9.516248280027412 5 16.49853683082392 13.98662372408444 14.4326288786765 15.92182506975951 S-01 B 2% min 4.531546800006709 56.02430228476351 4.525563179219262 9.321199012356374 7" 7" L= 2'-6" L= 2'-6" 7" 7" 7" 7" 7" 7" L= 2'-6" 18.81486452443733 19.22759309104731 4.531546800007163 33.44649394525413 4.525563179219262 L= 2'-6" 16.67648871441224 16.68238686820496 4.531546800007163 28.37612243690683 4.525563179219262 18.71258896702807 13.67077974602262 13.46865359058802 19.21373552703585 19.39530976804281 19.26536376700278 21.38032040344524 21.37948273555185 2 8 #3 bars L= 2'-6" 3 8 #3 bars L= 4'-4" 16.15165677967798 15.88847774273336 32.04013452241134 16.02171077863954 16.00605634533372 54.0711370501424 S-01 B 4.531546800007163 22.42919131727831 4.772800821897363 7" 7" L= 2'-6" 7" 7" L= 2'-6" 7" 7" L= 2'-6" 3'-10" 2" 6" 3'-10" 2" 6" CONFIGURATION SUMP MANHOLE ON THE ROADS. COVER CAST IRON d=24" CONFIGURATION SUMP MANHOLE ON THE ROADS. COVER CAST IRON d=18" CONFIGURATION SUMP MANHOLE ON THE ROADS .COVER CAST IRON d=12" Section A-A Scale: 3/4" : 1'-0" Section A-A Scale: 3/4" : 1'-0" 2 8 #3 bars L= 3'-3" 11.02953799529678 11.01388356199095 \c16777215;CAPTION \c16777215;PROYECT DESIGNERS \c16777215;DESCRIPTION \c16777215;DATE \c16777215;UNIT \c16777215;SCALE \c16777215;PLAN NAME FILE Nº DESCRIPTION \c16777215;REVIEWS DATE APROVED VERSION Nº DESIGN AND HYDRAULIC CALCULATION \W0.80952; ENG. RAUDEL MORENO MAY 2.015 Feets 1'':30' PROJECT MANAGEMENT \c3881787;ARCH. RAUL GARCIA B. \c16777215;NOTES \c16777215;LOCATION NORTH Sump manholes configuration in the roads according to the existing cover cast iron. Sump Manholes on the Roads. Beaumont Park Saint Kitts and Nevis, East Caribean \W0.80952; ENG. RAUDEL MORENO \c16777215;REFERENCE FILES S-01 \W6.27835; NOTE: IT'S NECESSARY MAKE AN \W6.27835; HYDRAULIC EVALUATION OF THE STREAM \W6.27835; CAPACITY, RELATED TO FLOODING ACCORDING \W6.27835; WITH RAINFALLS OF DIFFERENT RETURN \W6.27835; PERIODS DUE TO INCREASE OF IMPERVIOUS \W6.27835; AREA AND REDUCTION OF WATER \W6.27835; INFILTRATION.

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot, Garden / Park
Tags	autocad, block, drain, drainage, DWG, kläranlage, rain, rainwater, sump, treatment plant