Raceway 24 DWG Detail for AutoCAD

Details of a 24-inch sewer tmc considering cuts detail

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

mtc, consultant, revised, ministry of transport and communications, p.añorga v., indicated, ablo ñorga, i n g e n r e c o n t u l t o r, rehabilitation of the rural road package a – ancash, piscobamba – yacuturuna – tocana, location: prov. marshal luzuriaga – department ancash, scales, approved, date, sheet :, special infrastructure project, rural transport – rural provias, bumpywhite stone, concrete tile, granite pebbles, technical specifications, -muros, -cimentaciones, -solado, -losa , recepcion mailbox, entrance, concrete cyclopean, head foundation plant, exit, stone emboquillado, front view, view on sewer plant tmc, sewer with income mailbox

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 MTC Consultor Revisado MINISTERIO DE TRANSPORTES Y COMUNICACIONES DR-04 P.AÑORGA V. R.R./J.C. HY/LICA SET ’02 INDICADA ablo ñorga I N G E N I E R O C O N S U L T O R ALCANTARILLA TMC Ø 36″ REHABILITACION DEL CAMINO RURAL PAQUETE A – ANCASH PISCOBAMBA – YACUTURUNA – TOCANA Ubicación: Prov. Mariscal Luzuriaga – Departamento Ancash Escalas Aprobado Top/Dib Fecha Lámina: PROYECTO ESPECIAL DE INFRAESTRUCTURA DE TRANSPORTE RURAL – PROVIAS RURAL LONGITUD “L” LONGITUD “L” 0.30 0.60 0.40 0.30 0.60 0.20 0.30 0.20 1.00 1.19 1.00 0.20 1.19 1.01 1.34 R0.30 1.01 0.30 0.20 1.20 0.20 0.10 0.30 0.30 0.40 0.10 1.20 0.60 0.60 0.60 1.20 0.30 0.20 0.30 0.80 0.20 0.20 0.40 0.40 0.20 0.50 0.71 1.21 0.20 0.20 0.20 0.20 0.20 0.20 1.55 1.45 1.45 0.85 1.11 1.11 0.60 1.45 0.60 1.45 2.44 0.61 0.50 0.20 0.20 0.20 0.20 0.80 0.20 0.20 0.20 0.20 1.60 1.20 BUMPYWHITE STONE 0.9972,0.9972,0.9972 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.35”)(11 “Kd” “0.7”)(11 “Ks” “1”)(11 “roughness” “0.94”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 CONCRETE TILE 0.0000,0.0000,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “0.3”)(11 “Kd” “1”)(11 “Ks” “0.01”)(11 “roughness” “1”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GRANITE PEBBLES -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “0”)(11 “Ks” “1”)(11 “roughness” “0.7”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 DETALLE DE ALCANTARILLAS d 24″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONCRETO CICLOPEO f’c=100kg/cm2+30% de p.g ESPECIFICACIONES TECNICAS -Muros -Cimentaciones -Solado -Losa -Muros : 3cm -Losa Sup. : 3cm -Losa Inf. : 5cm ESC:1/50 5 5 5 S= -2% 5 5 5 5 5 BUZON DE RECEPCION 5 5 5 5 5 A SOLADO f’c=100kg/cm2 e= 0.10 cm. 5 INGRESO 5 5 5 CONCRETO CICLOPEO 5 5 BUZON DE RECEPCION 5 S= -2% ESC:1/50 ESC:1/25 5 5 5 ESC:1/50 PLANTA DE CIMENTACION DE CABEZAL 5 5 5 5 5 5 5 5 5 ESC:1/50 5 5 5 SALIDA 5 5 S min= 2% CONCRETO CICLOPEO 5 5 EMBOQUILLADO DE PIEDRA VISTA FRONTAL MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. VISTA EN PLANTA DE ALCANTARILLA TMC LONGITUD “L” ALCANTARILLA CON INGRESO BUZON CORTE A-A (Longitudinal) LONGITUD “L”