Satch Basin – Sewer Details DWG Detail for AutoCAD

Satch Basin – Sewer Details DWG Detail for AutoCAD

Satch basin – Sewer Details -Cajamarca

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

variable, C.a.c., Santa barbara town center, Inca Districts Town Hall, draft:, Sewer system of the town center santa barbara caserios annexes, flat:, General contractors srl, design:, Country: peru region: cajamarca province: cajamarca district: baños del inca locality: santa barbara, Location:, Indicated, scale:, date:, sheet, clamp, Bolt with nut, C.a.c., Reinforced reinforced concrete pipe sutro a layer of cardboard tarpaulin, CD. They fold, additional, They go to the wall, False shoe, license plate, They fold, variable, additional, license plate, Double horiz., Exteriors pass to the wall, Of landfill plate, aluminum profile, Plate spill sutro, Dump sutro detail in tank plane, For pipe, To the imhoff tank, Fdo., Of the tube emitter with, Concrete f’c steel f’r linings cm. Free plates cm. Slabs cm. Free walls tarragear all the interior surfaces with the mixture cement sand sand fine rubbing add the additive waterproofing mixture in the proportion of kg. For each bag of cement taracerate all the surfaces including the plates until their encounter with those with finely scoured finish mixture. Paint the clamps bolts with two hands of anticorrosive a hand of industrial enamel colr orange., Wall armor, lower, They fold, Sup Inf., Exterior, Armor slab background, typical, to the river, Of the existing issuer, gate, Grills separation, see detail, Dump surzo detail, gate, To the imhoff tank

Raw text data extracted from CAD file:

.10 .90 .80 3.20 .90 .10 .50 .10 .35 .10 .35 .10 .15 .30 .40 .30 1 3 2 5 4 6 8 7 9 10 6.00 .10 .35 .10 .35 .10 .60 .10 .10 .60 .10 .10 .60 1.00 .40 .10 .10 .90 .10 .60 .10 1.60 .60 1.00 .90 .35 .10 .35 .10 .55 .55 .60 .15 .20 .20 .25 .20 .15 1.00 .15 .55 .10 .35 .10 .35 .10 .20 .10 .50 .15 .15 .20 .20 .40 .10 R. a .10 1/4" .05 .12 .55 .15 1.45 .40 .10 .30 .17 .25 .20 .40 .40x1.10 1.50 .40 .50 .20 variable .20 .90 .15 .20 .60 .20 .10 .80 .10 .10 .10 .10 .20 5 a .20 1/4" 5a.10 .05 .25 .20 .20 .60 1.50 c.a.c. .20 .20 .60 CENTRO POBLADO SANTA BARBARA MUNICIPALIDAD DISTRITAL BAÑOS DEL INCA PROYECTO: SISTEMA DE ALCANTARILLADO DEL CENTRO POBLADO SANTA BARBARA Y CASERIOS ANEXOS PLANO: UPI- CONTRATISTAS GENERALES SRL DISEÑO: PAÍS:PERÚ REGIÓN:CAJAMARCA PROVINCIA:CAJAMARCA DISTRITO:BAÑOS DEL INCA LOCALIDAD:SANTA BARBARA UBICACIÓN: INDICADA ESCALA: FECHA: 25-12-03 LAMINA N°: .55 x 1.00 .60 x 1.00 .55 x 1.00 .80 (min) (Tipico) Abrazadera 3/16" x 5/2" Perno 3/8" x 6" con Tuerca y de 4 1/4" 3/8" 2 1/4" 4 3/8" 7 7 5 5 5 a .20 1/4" 5a.10 5 5 5 5 2 3/8" 5 6 6 1.50 1.50 1.50 c.a.c. 2 3/8" Tuberia concreto reforzado 10" x 1.5 m (UTIL) Aforado Sutro una capa de carton alquitranado cd. doblan .35 3/8" x 6 3/16" x 3/2" 5 5 5 \LSECCION A - A \H0.8x;\l1:20 3 3 2 2 4 P-2 .15x.6 4 3/8" 5 3/8" 5 3/8" 1/4" .15 7 3/8" 1/4" .15 3/8" adicional ø 1/4" @ 0.15 ø ½" E y T pasan al muro Falsa zapata f'c=100Kg/cm2 4 3/8" 5 3/8" 3/8" .20 3/8" .20 7 3/8" 4 3/8" 6 3/8" P - 1 5 x 1.00 5 5 5 .15 .15 5 5 5 5 R. a .10 1/4" 5 5 5 5 5 5 5 \LESCALERA \H0.6x;\l1 : 20 \LSECC. 5 - 5 \LSECC. 4 - 4 5 5 2 3/8" 7 3/8" 2 1/2" PLACA - 1 2 3/8" Doblan .20 (tipico) 7 3/8" 14 .25 7 3/8" 5 5 5 5 5 .40x1.10 5 5 5 5 variable 7 3/8" (inferiores) 3/8" (dobla .2a en exteriores) 3/8" \H0.8333x;1/4" a .25 7 3/8" (super.) 5 5 5 3/8" adicional PLACA P-2 1/4" doblan .5 horiz. (tipico) 4 1/2" Exteriores pasan al muro 5 5 5 5 5 5 \LEMPOTRAMIENTO DE PLACA DE VERTEDERO \H0.6x;\lDETALLE B Perfil de aluminio 1/2" x 3/4" Placa vertedero SUTRO Vertedero Sutro (Ver detalle "A" En plano de Tanque Imhoff) 5 5 5 5 5 5 5 \LSECC. 6 - 6 \LSOPORTES PARA TUBERIA \H0.8x;\l1 : 20 \LCORTE B - B \H0.6x;\l1 : 20 \LCORTE A - A \H0.6x;\l1 : 20 Al Tanque Imhoff F° Fdo. 10" Del emisor Tubo 10" con apoyos de a c/metro 5 CONCRETO = f'c = 175 Kg/cm2 ACERO = f'r = 4200 Kg/cm2 = 0.5 Kg/cm2 RECUBRIMIENTOS Zapatas = 5 cm. libres Placas = 2 cm. c/estribo Losas = 2 cm. libres Muros = E Tarrajear todas las superficies interiores con la mezcla 1:1:2 cemento Arena 1: Arena gruesa, y acabado frotachado fino (no pulido), agregar a la mezcla aditiva impermeabilizante A N°1 en la proporcion de 1/2 Kg. por cada saco de cemento Tarrajear todas las superficies exteriores, inclusive las placas hasta su encuentro con las zapatas, con mezcla 1:5 cemento/arena y acabado frotachado fino. Pintar las abrazaderas y pernos con dos manos de anticorrosivo "zincromato" y una mano de esmalte industrial colr naranja. \LESPECIFICACIONES DESARENADOR-INST. HIDRAULICAS-ESTRUCTURA \LSECC. 1 - 1 \LSECC. 7 - 7 \LSECC. 3 - 3 \lP - 2 \LSECC. 2 - 2 \lP - 1 \LPLACAS \H0.6x;\l1 : 20 8 1/2" 1/4" 5 5 4 3/8" 5 5 5 5 5 10 1/2" 5 1/4" a .15 4 a.15 7 3/8" \H0.8333x; 3/8" a .25 5 5 5 5 5 5 5 4 4 1 1 5 5 3/8" a .25 1/4" a .15 5 5 5 5 5 5 ARMADURA DE MUROS ø 1/4" @ 0.15 ø3/8" @ .25 3/8" a .20 inferior Doblan .12 (tipico) 3/8" a .20 sup. o inf. 3/8" .75 (superior) 2 1/2" exteriores ARMADURA LOSA DE FONDO 5 5 5 5 5 5 Tipico .15 5 5 5 A A \LPLANTA \H0.6x;\l1 : 20 A A 1 3 2 5 4 6 8 7 9 10 AL RIO Del emisor existente .10 Compuerta Rejas 1/4" Separacion 2" Ver detalle B Vertedero Surzo (ver detalle A) Compuerta Al tanque IMHOFF \LPLANTA \H0.6x;\l1 : 20 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 01

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, basin, cajamarca, DETAIL, details, DWG, kläranlage, sewer, treatment plant