Manhole DWG Detail for AutoCAD

Manhole DWG Detail for AutoCAD

CAMERA INSPECTION AASS AND AALL, DETAILS, PLANT AND COURTS; SPECIFICATIONS

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

Interagua, zone, Flooded, partially, Street, Czech Peval, Street, August street, Street, main Street, Street, Oswaldo tobar fiscal school, of May, Machala, The guabo, passage, Jambeli archipelago, Gritty, Huaquillas, Saint Rose, Screams, pacha, Zaruma, Portovelo, pineapples, Rafts, Marcabeli, the slabs, cut, plant, Cutting key, top, Esc, Compacted rock, cut, Esc, top, Pipe mouth, Detail of cut-off key esc, manifold, Structural detail concrete cap, Esc, Removable concrete slab, Pvc conduit pass, lower, Metal ring, higher, Weld, Lifting hole, Epoxy mortar filler if required to level, Pvc conduit pass, strip, Armed with a wall, higher, lower, drilling, notch, cut, scale, Circular cap, Structural detail, Removable concrete ring slab, Pvc conduit pass, Pvc conduit pass, strip, Pvc conduit pass, Metal plate, welding, strip, Slab lifting hooks, detail, Detail hooks for lifting of slab without scale, Metal plate mm., Weld plate rods, Weld plate lower armature electrode, Detail of esc hook, See detail of hook, Canyon, Rasante see note, manifold, Epoxy mortar filler if required to level, To weld, Additional, Additional, Pvc conduit pass, Removable concrete slab, Pvc conduit pass, Armed with a wall, strip, Epoxy mortar filler if required to level, Structural detail metal cap of h.d., Esc, Platinum soldering iron main, Metal washer, Replant, Dense igol coating two hands, Waterproof tape sika pvc similar, Adhesive first sikadur similar, plant, top, Esc, Compacted rock, cut, Esc, Pipe mouth, manifold, Slab lifting hooks, detail, Canyon, Rasante see note, manifold, Replant, Excavation height area, Thickness of slab, Wide slab between slabs, Invert pipe, Specifications, General specifications: general strength: simple compression strength of the concrete stress limits the creep of the steel reinforcement coating: upper bottom slab length of the measurements prevail over the scale of the drawing. All measurements in millimeters, Camera Enhancement: Camera Enhancement: For Camera Enhancement Effect by Resurfacing of the Prefabricated Concrete Hoops Ring Should be Removed, Treatment of joints for concrete pipe will be with sikadur for plastic tube will be with dense primed igol around the tube hd metal caps. Will be of spheroidal graphite casting according to ISO standard according to the class of the standard, Assumed soil parameters: assumed soil parameters: specific weight internal friction angle admissible pressure active thrust coefficient fill overload, Inspection chamber of aa.ll aa.ss, Cuts details, Type ii

Raw text data extracted from CAD file:

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7,857 \W4.00000; 8,180 \W4.00000; 8,067 \W4.00000; 8,166 \W4.00000; 8,185 \W4.00000; 8,084 \W4.00000; 8,337 \W4.00000; 8,400 \W4.00000; 8,827 \W4.00000; 8,846 \W4.00000; 8,791 \W4.00000; 8,807 \W4.00000; 8,737 \W4.00000; 8,754 \W4.00000; 8,655 \W4.00000; 8,706 \W4.00000; 8,686 \W4.00000; 8,815 \W4.00000; 8,694 \W4.00000; 8,975 \W4.00000; 8,524 \W4.00000; 8,814 \W4.00000; 8,565 \W4.00000; BM-4 10,722 \W4.00000; 8,914 \W4.00000; 8,758 \W4.00000; 8,572 9,165 \W4.00000; 8,480 \W4.00000; 9,482 MACHALA EL GUABO PASAJE ARCHIPIELAGO DE JAMBELI ARENILLAS HUAQUILLAS SANTA ROSA CHILLA PACHA ZARUMA PORTOVELO PIÑAS BALSAS MARCABELI LAS LAJAS 5 <> 5 5 CORTE A-A' PLANTA A A' 1d10c/0.25 1d10c/0.20 1d12c/0.20 1d12c/0.20 1d12c/0.20 1d10c/0.20 Llave de corte (ver detalle) 5 5 R=0.50 R=0.05 R=0.05 R=0.05 5 Tapa Esc 1:25 5 5 5 H<2.50 5 H<2.50 Cascajo compactado ó Piedra Bola (ver nota 5) 5 CORTE A-A' Esc 1:25 5 5 5 5 5 <> Tapa (ver detalle) Boca de Tubo 5 DETALLE DE LLAVE DE CORTE Esc 1:10 Colector d 30" 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 5 DETALLE ESTRUCTURAL TAPA DE HORMIGON Esc 1:20 5 1.20 5 Losa de Hormigón desmontable 5 0.13 5 Pase d1" PVC CONDUIT 0.78 1d12C/100 inferior Anillo metálico (4.8"X1/4") 0.12 1d12C/0.10 superior Soldar varilla-arandela (electrodo E7011) Orificio para levantar 5 5 5 5 5 5 5 5 5 5 0.13 Relleno mortero epóxico si se requiere para nivelar Pase d1" PVC CONDUIT 1d10C/0.15 Fleje 1d12 C/0.15 1d12C/0.15 Armado de muro 5 1d12C/0.10 Superior 1d12C/0.10 inferior 1 1' Perforacion (75x35) Muesca (40x20) CORTE 1-1' ESCALA 1:20 DE TAPA CIRCULAR DETALLE ESTRUCTURAL 5 5 5 Losa anillo de Hormigón desmontable 5 5 Pase d1" PVC CONDUIT 0.13 5 1d12C/0.15 Pase d1" PVC CONDUIT 5 5 FLEJE 1d12 C/0.15 1d10C/0.15 5 5 0.13 Pase d1" PVC CONDUIT 0.25 1d12C/0.15 0.35 0.25 1d20 0.20 PLACA METALICA Soldadura 1d10C/0.15 Fleje 1d12C/0.15 GANCHOS PARA IZADO DE LOSA 0.10 (VER DETALLE 1) DETALLE 1 GANCHOS PARA IZADO DE LOSA Sin Escala 0.20 0.35 0.02 PLACA METALICA (250x200x8) mm. SOLDAR VARILLAS A PLACA 1d20 4db 4db SOLDAR PLACA A ARMADURA INFERIOR ELECTRODO E7011 6 DETALLE DE GANCHO Esc 1:15 Ver detalle de Gancho Cañuela Rasante ver nota 3 Colector d 30" Relleno mortero epóxico si se requiere para nivelar Soldar armadura a arandela de tapa Soldar armadura a arandela de tapa 4d16mm adicionales <> 4d16mm adicionales Pase d1" PVC CONDUIT 5 5 1.20 5 5 Losa de Hormigón desmontable 1d12C/0.15 Pase d1" PVC CONDUIT 5 1d10C/0.15 5 5 Armado de muro FLEJE 1d12 C/0.15 Relleno mortero epóxico si se requiere para nivelar Relleno mortero epóxico si se requiere para nivelar DETALLE ESTRUCTURAL TAPA METALICA DE H.D. Esc 1:20 Platina soldar a hierro principal 75x75x6mm Platina soldar a hierro principal 50x50x4mm Arandela metalica (4.8"x1/4") 5 Replantillo e=0.05 f'c=140Kg/cm² 5 5 Recubrimiento igol denso + imprimante, dos manos e/3 e/3 e/3 e/3 e/12 e/12 e Cinta Impermeable Sika PVC V-15 o similar Adhesivo ep\U+00F3xico SIKADUR 32 PRIMER o similar 5 <> 5 5 PLANTA A A' 5 Tapa Esc 1:25 H<2.50 Cascajo compactado ó Piedra Bola (ver nota 5) 5 CORTE A-A' Esc 1:25 5 5 5 5 5 <> Boca de Tubo 5 Colector d 30" 5 5 5 5 5 0.13 5 GANCHOS PARA IZADO DE LOSA 0.10 (VER DETALLE 1) Cañuela Rasante ver nota 3 Colector d 30" Replantillo e=0.05 f'c=140Kg/cm² 5 5 EXCAVACIÓN = ALTURA (H) x AREA (A) H = (RASANTE-INVERT TUBERÍA) + ESPESOR DE LOSA + ESPESOR CASCAJO COMPACTADO A = ANCHO LOSA CÁMARA+ESPACIO ENTRE LOSA Y CORTE DE TERRENO Invert Tubería \W8.41936; ESPECIFICACIONES \L2.- ESPECIFICACIONES GENERALES:ESPECIFICACIONES GENERALES: a.- Resistencia a la compresión simple del concreto a los 28 días, f'c=280kg/cm2 b.- Límite 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 mínima de traslape, Lt=40db e.- Las medidas prevalecen sobre la escala del dibujo. f.- Todas las medidas en milímetros \L3.- REALCE DE CAMARA:REALCE DE CAMARA: Para efecto de realce de la cámara por pavimentacion y/o repavimentacion de la via, se debe retirar la losa anillo y colocar aros de concreto prefabricado e=2", 3" ó 4". 4.-El tratamiento de Juntas para tubo de hormigón será con SIKADUR 32 y para tubo plástico será con IGOL imprimante mas denso e=25mm, alrededor del tubo 5.-Las tapas metalicas de H.D. seran de fundición de grafito esferoidal segun norma ISO 1083, conforme a la clase D-400 de la norma EN-124. \L1.- PARAMETROS DE SUELO ASUMIDOS:PARAMETROS DE SUELO ASUMIDOS: a.- Peso específico (g)= 2tn/m3 b.- Ángulo de fricción interna (f)= 30° c.- Presión admisible (qu)= 8.0ton/m2 d.- Coeficiente de empuje activo (Ka)=0.333 e.- Sobrecarga de relleno (S)=0.60m CAMARA DE INSPECCION DE AA.LL Y AA.SS PLANTAS, CORTES Y DETALLES TIPO II -8" \fArial|b1|i0|c0|p34;< d < 30"

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	aass, autocad, camera, courts, DETAIL, details, DWG, inspection, kläranlage, manhole, plans, plant, specifications, treatment plant