Utility Vault, Inspection Chamber, Manhole–Construction Details DWG Detail for AutoCAD

Utility Vault, Inspection Chamber, Manhole–Construction Details DWG Detail for AutoCAD

Inspection chamber for pipes from 30

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

Interagua, Tube thickness, Cut wrench detail, Structural detail concrete cap, Esc, Removable concrete slab, strip, Armed with a wall, Metal washer, higher, lower, drilling, notch, scale, Circular cap, Structural detail, Pvc conduit pass, Metal plate, welding, strip, Detail slab lifting hooks esc., Metal plate, Weld plate rods, smooth, Weld plate lower armature electrode, Detail of esc hook, See detail of hook, top, Tube thickness, Slab cast in place, Esc, plant, Compacted rubble, Add note, Waterproof primer coating similar igol, Staircase see detail, Road level, neck, top, stairs, fin, cut, Esc, Cutting key, Structural cutting, Esc, Waterproof tape sika pvc similar, Circular cap, Slab cast in place, Furrow of h.s., H.s., Add note, kind, Platinum soldering iron main, tube, See detail of beam, front view, side view, Camera cap, Iron with anticorrosive protection, Cut wrench detail, Lifting hook, Stirrups, scale, cut, Metal ring, lower, Weld, Lifting hole, higher, Epoxy mortar filler if leveling is required, Armed with a wall, Removable concrete slab, kind, strip, Esc, Structural detail metal cap, To weld, metal lid, To weld, metal lid, Additional, Epoxy mortar filler if leveling is required, Beam detail, Esc, Stairway detail, Assumed ground parameters: specific weight internal friction angle shell permissible pressure coefficient of active thrust filling overload, Campaign Enhancement: Enhancement effect of the by paving resurfacing of the should be removed the slab ring put prefabricated concrete hoops, Treatment of seals for tube of sikadur for tube with igol primer more dense around the tube, General specifications: simple strength of the concrete the stress the creep of the steel reinforcement coating: upper bottom slab length measures prevail over the scale of the drawing. All measurements in meters, references, Symbology, Notes

Raw text data extracted from CAD file:

Interagua 50 e/3 e/3 50 e/3 0.25 1200 0.60 130 0.78 0.20 0.20 0.78 0.12 0.25 350 0.25 0.20 2.44 3040 3040 0.60 1.20 D=48" D=33" 1.94 2.44 0.25 1.89 H=300 250 ESPESOR TUBO 0.30 hmax=1500 0.25 0.25 0.42 0.79 0.25 0.25 0.30 0.20 3.04 2.44 1.94 0.30 0.25 0.30 1.20 0.83 1.50 0.30 0.25 hmax=1500 1.20 R=50 0.25 1.89 0.15 0.25 R=50 0.25 R=0.05 R=50 0.25 R=50 0.25 R=50 500 0.20 0.20 0.25 R=0.05 D/3 25° 0.30 0.25 0.30 0.30 0.30 400 0.50 0.23 e 0.40 0.30 50 e/3 e/3 50 e/3 0.20 0.25 0.20 0.20 0.20 0.10 0.05 0.30 0.20 4db 0.35 4db 0.02 0.10 0.25 0.78 0.01 0.13 0.60 0.20 0.20 0.10 0.15 e/2 0.78 0.12 0.25 0.60 0.20 0.20 0.25 1200 0.60 0.20 0.20 DETALLE DE LLAVE DE CORTE 50 e/3 e/3 50 e/3 3.217 3.526 1.801 1.801 1.612 1.713 1.713 2.441 2.532 2.532 2.350 2.350 2.441 1.869 2.008 2.008 1.869 2.099 2.099 1.595 1.595 1.612 1.578 1.578 0.859 0.378 0.569 3.217 3.217 0.569 3.431 0.781 0.781 3.431 3.741 0.876 3.741 0.876 3.539 0.959 3.453 1.209 3.217 0.569 0.569 3.217 1.421 3.430 3.431 0.781 3.431 0.781 1.498 3.348 3.539 0.959 1.665 3.565 2.095 3.365 3.658 1.516 3.741 0.876 0.876 3.741 3.453 3.453 3.350 3.350 3.190 3.190 3.058 3.058 3.179 3.179 3.449 3.449 3.681 3.681 3.524 3.524 3.802 3.802 3.745 3.745 3.428 3.428 2.880 3.428 1.578 1.633 3.284 3.284 1.578 3.352 1.717 1.643 3.699 3.699 1.643 1.726 3.547 3.977 1.676 3.872 1.656 3.872 1.656 1.735 3.701 3.524 1.713 3.637 1.900 1.900 3.637 2.298 3.468 3.736 1.846 3.681 1.801 3.643 2.003 3.449 1.869 3.454 2.404 2.335 3.335 3.179 2.099 2.008 3.058 2.087 3.340 3.418 2.418 2.350 3.190 1.713 3.386 1.886 3.393 1.943 3.453 2.532 3.453 2.532 1.344 3.715 3.715 3.593 1.483 1.483 3.593 3.697 1.617 1.617 3.697 3.838 1.428 3.838 3.596 1.163 3.864 1.087 0.754 3.214 3.213 0.753 3.018 0.918 3.018 0.918 3.229 1.049 3.229 1.049 3.067 1.147 1.241 3.171 3.171 1.241 3.256 1.342 1.342 3.256 3.197 1.447 3.197 1.447 3.233 1.614 3.233 1.614 3.115 1.693 3.185 1.825 3.252 1.942 3.252 1.942 3.277 1.347 3.104 1.574 3.104 1.574 3.069 1.706 3.526 2.203 1.972 3.526 2.203 3.018 0.918 2.730 0.730 2.730 0.730 1.662 2.992 1.662 2.992 3.259 2.029 3.259 2.029 2.224 3.354 3.197 1.447 3.019 1.514 3.019 1.514 2.956 1.586 3.107 1.624 2.992 1.662 1.648 2.898 3.025 1.635 2.898 1.648 3.264 0.963 3.163 3.163 0.963 3.214 0.754 3.774 1.554 3.774 1.554 3.334 1.534 3.334 1.534 3.205 1.881 3.205 1.881 2.212 3.142 1.805 3.325 1.936 3.105 1.619 3.239 3.239 1.619 3.106 1.326 3.106 1.326 3.166 1.046 1.046 3.166 3.091 1.091 1.091 3.091 3.024 1.474 3.153 1.396 3.153 1.396 3.181 1.751 2.913 1.813 3.027 1.947 2.962 1.962 3.062 2.012 1.901 2.931 2.205 3.055 3.106 1.997 2.979 2.079 3.061 2.161 3.007 2.157 2.233 3.083 2.295 2.995 3.127 2.377 3.010 2.105 2.105 3.010 3.017 2.197 2.225 3.075 2.226 3.006 2.401 3.101 1.581 3.231 3.271 1.621 3.271 1.621 3.262 2.022 2.022 3.262 3.206 2.079 3.185 1.778 3.094 1.860 2.359 3.199 3.264 1.645 3.015 1.700 3.015 1.700 3.185 1.778 3.188 1.888 2.159 3.259 I=2.19 T=3.22 AL54 AL53 AL52 AK54 AK53 AK52 AJ54 AJ53 AJ52 AJ52 AJ53 AJ54 AK52 AK53 AK54 AL52 AL53 AL54 AJ52 AJ53 AJ54 AK52 AK53 AK54 AL52 AL53 AL54 DETALLE ESTRUCTURAL TAPA DE HORMIGON ESC 1:20 5 1200 5 LOSA DE HORMIGÓN DESMONTABLE 130 5 5 5 1d10C/150 FLEJE 1d12 C/150 1d12C/150 ARMADO DE MURO ARANDELA METÁLICA (4.8"X1/4") 5 1d12C/100 SUPERIOR 1d12C/100 INFERIOR 1 1' PERFORACION (75x35) MUESCA (40x20) ESCALA 1:20 DE TAPA CIRCULAR DETALLE ESTRUCTURAL 5 PASE d1" PVC CONDUIT 5 1d12C/150 350 5 1d20 5 PLACA METALICA SOLDADURA 1d10C/150 FLEJE 1d12C/150 \W5.50387; DETALLE 1 GANCHOS PARA IZADO DE LOSA \W8.99066; Esc. 1:15 PLACA METALICA (250x200x8) SOLDAR VARILLAS A PLACA 1d20 LISO SOLDAR PLACA A ARMADURA INFERIOR ELECTRODO E7011 6 DETALLE DE GANCHO Esc 1:10 VER DETALLE DE GANCHO 5 3040 3040 5 TAPA (VER DETALLE) 5 D=48" D=33" 5 5 5 5 H=300 250 ESPESOR TUBO 5 hmax=1500 5 5 5 5 5 LOSA FUNDIDA EN SITIO (VER DETALLE) Esc 1:50 PLANTA CASCAJO COMPACTADO HMIN=300MM JUNTA (VER NOTA 3) 5 5 RECUBRIMIENTO IMPERMEABLE (IGOL IMPRIMANTE + IGOL DENSO, 2 MANOS) O SIMILARES 5 5 ESCALERA VER DETALLE NIVEL DE CALZADA 5 <> 5 5 5 5 CUELLO A TAPA 5 5 5 5 ESCALERA A' ALETA CORTE A-A' Esc 1:50 hmax=1500 1d12c/200 5 R=50 5 5 800 <> LLAVE DE CORTE (VER DETALLE) 5 1d16c/200 CORTE A-A' ESTRUCTURAL Esc 1:50 1d16c/200 R=50 800 5 R=<> 800 R=50 1d16c/200 1d16c/200 CINTA IMPERMEABLE SIKA PVC V-15 O SIMILAR 5 1d16c/200 1d12c/200 1d10c/200 R=50 1d12c/200 400 1d12c/200 5 1d10c/200 800 R=50 1d16c/200 500 5 TAPA CIRCULAR (VER DETALLE) 5 5 R=<> 1d10c/200 1d12c/200 LOSA FUNDIDA EN SITIO (VER DETALLE) 1d12c/200 D/3 SURCO DE H.S. F'C=210KG/CM² LÍNEA DE SURCO H.S. LÍNEA DE SURCO H.S. JUNTA (VER NOTA 3) 5 1d12C/200 TIPO A (VER SIMBOLOGIA) PLATINA SOLDAR A HIERRO PRINCIPAL 75X75X6MM PLATINA SOLDAR A HIERRO PRINCIPAL 75X75X6MM TUBO 48" TUBO 33" VER DETALLE DE VIGA 5 5 4d16 3d12 VISTA FRONTAL VISTA LATERAL 5 5 d20 d20 d20 5 400 d20 <> TOPE DE CÁMARA 5 1d20 HIERRO CON PROTECCIÓN ANTICORROSIVA e 5 5 4d18 3d14 e/3 e/3 e/3 DETALLE DE LLAVE DE CORTE 50 50 GANCHO DE IZADO Estribos d10c/100 Estribos d10c/100 5 5 5 5 5 5 5 5 5 4db 5 4db 5 5 5 5 5 0.13 5 5 5 5 5 e/2 ESCALA .:30 ESCALA .:30 ESCALA 1:10 CORTE 1-1' 5 5 ANILLO METÁLICO (4.8"X1/4") 1d12C/100 INFERIOR SOLDAR VARILLA-ARANDELA (ELECTRODO E7011) ORIFICIO PARA LEVANTAR 1d12C/100 SUPERIOR RELLENO MORTERO EPÓXICO SI SE REQUIERE NIVELAR 5 ARMADO DE MURO LOSA DE HORMIGÓN DESMONTABLE 5 5 1200 5 1d12C/150 1d12C/200 TIPO A (VER SIMBOLOGIA) 1d10C/150 FLEJE 1d12 C/150 5 ESC 1:20 DETALLE ESTRUCTURAL TAPA METALICA 5 5 5 SOLDAR ARMADURA A ARANDELA DE TAPA TAPA METALICA SOLDAR ARMADURA A ARANDELA DE TAPA TAPA METALICA 2d16 ADICIONALES 2d16 ADICIONALES 2d16 ADICIONALES 2d16 ADICIONALES RELLENO MORTERO EPÓXICO SI SE REQUIERE NIVELAR RELLENO MORTERO EPÓXICO SI SE REQUIERE NIVELAR RELLENO MORTERO EPÓXICO SI SE REQUIERE NIVELAR DETALLE DE VIGA ESC 1:20 ESC 1:20 DETALLE DE ESCALERA 1.- PARAMETROS DE SUELO ASUMIDOS: \H0.8481x;\la.- Peso especifico ( )= 2tn/m3 b.- Angulo de fricciòn interna (\fArial|b0|i0|c161|p32;\H1.179x;\U+03A6\fArial|b0|i0|c0|p32;)= 30°\fMS Shell Dlg|b0|i0|c0|p32; c.- Presiòn admisible (qu)=0.8ton/m2 d.- Coeficiente de empuje activo (Ka)=0.333 e.- Sobrecarga de relleno (S)=0.60m 2.- REALCE DE CAMARA: \H0.8481x;\lPara efecto de realce de la c\Fromans.shx|c1;á\fArial|b0|i0|c0|p34;mara por pavimentacion y/o repavimentacion de la via, se debe retirar la losa anillo y colocar aros de concreto prefabricado e=2", 3" \Fromans.shx|c1;ó\fArial|b0|i0|c0|p34; 4". 3.-El tratamiento de Juntas para tubo de hormigó\fArial|b0|i0|c0|p34;n ser\Fromans.shx|c1;á\fArial|b0|i0|c0|p34; con SIKADUR 32 y para tubo pl\Ftxt.shx|c1;á\fArial|b0|i0|c0|p34;stico ser\Ftxt.shx|c1;á\fArial|b0|i0|c0|p34; con IGOL imprimante mas denso e=25mm, alrededor del tubo 1.- ESPECIFICACIONES GENERALES: \H0.8481x;\la.- Resistencia a la compresi\Fromans.shx|c1;ó\fArial|b0|i0|c0|p34;n simple del concreto a los 28 d\Fromans.shx|c1;í\fArial|b0|i0|c0|p34;as, f'c=280kg/cm2 b.- L\Fromans.shx|c1;í\fArial|b0|i0|c0|p34;mite del esfuerzo a la fluencia del acero de refuerzo fy=4200 kg/cm2 c.- Recubrimiento: -paredes y losa de fondo e=50mm -losa superior e=25mm d.- Longitud m\Fromans.shx|c1;í\fArial|b0|i0|c0|p34;nima de traslape, Lt=40db e.- Las medidas prevalecen sobre la escala del dibujo. f.- Todas las medidas en metros REFERENCIAS SIMBOLOGIA NOTAS

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, chamber, DETAIL, details, DWG, inspection, kläranlage, pipes, treatment plant, utility, vault