Sewer DWG Block for AutoCAD

Sewer DWG Block for AutoCAD

Typical sewer

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

hooks, length, of the, hook, length, of the, hooks, hook, of the, length, hooks, Progressive, scale:, topography, Digitization:, Cross sections km., flat, responsable, draft:, date:, specialty, sheet:, Mayor’s management: mr. Manuel Armando Jara Alvarado, District municipality of san francisco de cayran, sheet:, Indicated, Potcatcher, Road rehabilitation, Ing. Moner f. Utrilla war, Ronald, December, Progressive to, scale:, topography, Digitization:, Cross sections km., flat, responsable, draft:, date:, specialty, sheet:, Mayor’s management: mr. Manuel Armando Jara Alvarado, District municipality of san francisco de cayran, sheet:, Indicated, Potcatcher, Road rehabilitation, Ing. Moner f. Utrilla war, Ronald, December, Progressive to, Concrete f’c p.m., Concrete pitting f’c p.m., Filling with own pre-compacted material, Manually compacted surface, parapet, Shape of the excavation, Sewer plant, cut, cut, Sewer slab, Receiver box, Back wall slabs, Technical specifications, Concrete: slab walls tiled slab p.m., In the tilting will use flat stones of cm of diameter as maximum a minimum weight of having to present a flat surface, In the walls would be used maximum stones of diameter with a weight of kg., Elevation view, Clamped traction, Splicing type le ld, Cm., Subject comprehension, Development in indicated compression and must also be greater equal, The minimum length of a spliced ​​overlap in compression shall be the length of, If more than half of the bars are spliced ​​into a required length of, Bars within a required length of overlapping, b-type splicings shall be used., If they are strictly necessary if less than half of the, Splices in areas of high stress should preferably, Where is the length of the ld is the length of development in traction., Overlap should be used type c junction., Form the splicing requirements called types but never less, The minimum length of overlap in overlapping traction splices shall be, Splicing will be increased by one third., F and db in the smallest cm. For f’c less than the length of, Overlapping corrugated bars, Concrete f’c p.m., Concrete pitting f’c p.m., Manually compacted surface, parapet, Sewer plant, cut, Sewer slab, Receiver box, Concrete pitting f’c p.m., parapet, arc, hooks, length, arc, of the, hook, length, of the, hooks, hook, of the, length, hooks, legend, Imp. In esc

Raw text data extracted from CAD file:

\A1;ARCO = A \A1;C \A1;D \A1;C \A1;ARCO = A \A1;D \A1;C \A1;A=ARCO \A1;D -286.5697746627723 1/2" 3/8" 5/8" 1" 3/4" -286.5697746627723 -286.5697746627723 A(cm) GANCHOS A 135° D(cm) C(cm) 6.73 8.97 17.92 11.22 23.02 3.81 3/8" 5.08 1/2" 5/8" 11.43 3/4" 6.35 15.24 1" 9.53 12.70 19.05 15.88 25.40 -286.5697746627723 Longitud -286.5697746627723 -286.5697746627723 11.04 25.00 9.00 7.62 30.00 25.00 9.55 20.00 3/8" 13.96 7.62 21.00 17.48 11.46 9.54 5/8" 1/2" 3/4" 5.71 10.45 12.07 40.00 27.93 15.24 1" C(cm) del Gancho A(cm) D(cm) 20.00 30.00 25.00 35.00 45.00 14.77 5.71 5.23 21.26 9.54 8.74 7.62 6.98 18.02 24.50 31.04 11.46 15.24 10.50 13.96 Longitud del C(cm) D(cm) A(cm) GANCHOS A 90° Gancho Gancho del Longitud 17.50 20.00 37.50 27.50 50.00 -286.5697746627723 -286.5697746627723 -286.5697746627723 GANCHOS A 180° L 0.40 0.30 0.15 0.15 0.18 0.80 0.2 0.30 L 0.40 0.40 0.20 0.6 0.2 45°0' 0.20 0.90 0.20 1.30 0.25 0.25 1.00 0.30 1,00 1.40 0.20 0.20 0.2 1.00 0.35 0.8 0.25 0.25 2.00 1.3 1.00 2.80 0.10 0.8 2.80 L 0.40 0.30 0.15 0.15 0.18 0.80 0.30 L 0.40 0.40 0.20 0.90 0.20 1.30 0.25 0.25 1.00 45°0' 0.20 0.30 1,00 1.40 0.20 0.20 1.00 2.80 0.10 Nº Progresiva L 1 01+817 4.7 2 02+208 4.4 3 04+776 4.5 4 04+878 4 5 05+671 4.5 6 07+500 4.5 7 07+833 4.5 0.20 ESCALA: TOPOGRAFIA DIGITALIZACION: SECCIONES TRANSVERSALES Km. 10 PLANO RESPONSABLE PROYECTO: FECHA: ESPECIALIDAD LAMINA: GESTION DEL ALCALDE: Sr. MANUEL ARMANDO JARA ALVARADO MUNICIPALIDAD DISTRITAL DE SAN FRANCISCO DE CAYRAN ST-10 LAMINA: INDICADA POTRACANCHA - CAYRAN - QUIRCAN CHICO REHABILITACION DE LA CARRETERA ING. MONER F. GUERRA UTRILLA RONALD DICIEMBRE 2007 PROGRESIVA 09+000 AL 10+000 2.60 ESCALA: TOPOGRAFIA DIGITALIZACION: SECCIONES TRANSVERSALES Km. 10 PLANO RESPONSABLE PROYECTO: FECHA: ESPECIALIDAD LAMINA: GESTION DEL ALCALDE: Sr. MANUEL ARMANDO JARA ALVARADO MUNICIPALIDAD DISTRITAL DE SAN FRANCISCO DE CAYRAN ST-10 LAMINA: INDICADA POTRACANCHA - CAYRAN - QUIRCAN CHICO REHABILITACION DE LA CARRETERA ING. MONER F. GUERRA UTRILLA RONALD DICIEMBRE 2007 PROGRESIVA 09+000 AL 10+000 1.00 1.00 1.24 1.26 \A1;ARCO = A \A1;C \A1;D \A1;C \A1;ARCO = A \A1;D \A1;C \A1;A=ARCO \A1;D CONCRETO f'c = 175 Kg/cm2+30% P.M. EMBOQUILLADO DE PIEDRAS (TIPICO SALIDA) CONCRETO f'c = 175 Kg/cm2 + 70% P.M. L 5 5 5 5 5 5 5 Relleno Con Material propio previo compactado Manualmente 0.2 5 L 5 Superficie Compactado Manualmente 4 % 5 PARAPETO PARAPETO Forma de la excavacion ESC:1/50 PLANTA ALCANTARILLA (TIPO I) CORTE A-A (TIPO I) ESC:1/50 CORTE B-B ESC:1/25 LOSA DE ALCANTARILLA B B A A CAJA RECEPTORA 5 Muros y Losa de Fondo :175 kg/cm2+30%P.M. ESPECIFICACIONES TECNICAS Concreto: Losa :210 kg/cm2 Muros y Losa de fondo:175 kg/cm2 + 30%P.M. Emboquillados :175 kg/cm2 + 70% P.M. En el Emboquillado se utilizaran piedras planas de 20 cm de diametro como maximo y un peso minimo de 6 kg; debiendo presentar una superficie plana En los Muros se Utilizaran Piedras maximos de 6" de Diametro con un peso de 6 kg. VISTA ELEVACION ESC:1/25 0.6 0.2 SUJETAS A TRACCION Empalme Tipo C le = 1.7 ld Empalme Tipo B le = 1.3 ld a 30 cm. SUJETAS A COMPRENSION desarrollo en compresión indicada anteriormente, debiendo ser además mayor o igual - La longitud mínima de un empalme traslapado en compresión será la longitud de Si se empalma más de la mitad de las barras dentro de una longitud requerida de - barras dentro de una longitud requerida de traslape se deberá usar empalmes Tipo B. bargo, si fueran estrictamente necesarios y si se empalma menos de la mitad de las - Los empalmes en zonas de esfuerzos altos deben preferentemente evitarse, sin em- Donde le es la longitud del empalme, y ld es la longitud de desarrollo en tracción. traslape se deberá usar empalme Tipo C. forme a los requisitos de los empalmes denominados tipos B o C, pero nunca menos - La longitud mínima del traslape en los empalmes traslapados en tracción será con- empalme será incrementada en un tercio. a 0.007 fy db y no menor a 30 cm. Para f'c menor de 210 kg/cm2, la longitud de RECOMENDACIONES-EMPALMES TRASLAPADOS DE BARRAS CORRUGADAS 5 5 5 5 5 5 1.00 5 1,00 5 5 5 0.2 1.00 0.35 0.8 0.25 0.25 5 1.3 5 5 5 0.8 5 CONCRETO f'c = 175 Kg/cm2+30% P.M. EMBOQUILLADO DE PIEDRAS (TIPICO SALIDA) CONCRETO f'c = 175 Kg/cm2 + 70% P.M. L 5 5 5 5 5 5 5 5 L 5 Superficie Compactado Manualmente 4 % 5 PARAPETO PARAPETO ESC:1/50 PLANTA ALCANTARILLA (TIPO II) CORTE A-A (TIPO II) ESC:1/50 LOSA DE ALCANTARILLA A A CAJA RECEPTORA 5 5 5 5 5 5 5 1.00 5 1,00 5 5 5 5 5 5 EMBOQUILLADO DE PIEDRAS (TIPICO INGRESO) CONCRETO f'c = 175 Kg/cm2 + 70% P.M. 5 Parapeto 5 5 5 5 5 ARCO = A 1/2" 3/8" 5/8" 1" 3/4" C D A(cm) GANCHOS A 135° D(cm) C(cm) 6.73 8.97 17.92 11.22 23.02 3.81 3/8" 5.08 1/2" 5/8" 11.43 3/4" 6.35 15.24 1" 9.53 12.70 19.05 15.88 25.40 C Longitud ARCO = A D 11.04 25.00 9.00 7.62 30.00 25.00 9.55 20.00 3/8" 13.96 7.62 21.00 17.48 11.46 9.54 5/8" 1/2" 3/4" 5.71 10.45 12.07 40.00 27.93 15.24 1" C(cm) del Gancho A(cm) D(cm) 20.00 30.00 25.00 35.00 45.00 14.77 5.71 5.23 21.26 9.54 8.74 7.62 6.98 18.02 24.50 31.04 11.46 15.24 10.50 13.96 Longitud del C(cm) D(cm) A(cm) GANCHOS A 90° Gancho Gancho del Longitud 17.50 20.00 37.50 27.50 50.00 C A=ARCO D GANCHOS A 180° LEYENDA IMP. EN A1 ESC 1/1

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, kläranlage, sewer, treatment plant, typical