Sewer Parts — Manhole Etc DWG Section for AutoCAD

Sewer Parts — Manhole Etc DWG Section for AutoCAD

DETAILS INFRA STRUCTURE OF HEALTH DRAINAGE OF BASIC USE IN THE MONTERREY REGION OF Mexico (MANHOLE; HERMETIC JOINT; BROCAL , TRANSVERSAL SECTION)

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

Well type, concrete, minimum, see detail, variable, Cm., Where you specify the project., To be built only, Note: falls wells the wells, maximum, Machined brick wall, Minimal bricks, from the well, Clearance, Cm. In all height, Cadminized, Each cms.con vr. from, Sea ladder, Ductile iron cover, Asphaltic folder, From april, Note: before concrete broach, Upstream of the flow direction, Hinge placement will be, concrete, Concrete f’c, Roofing protection, Arrival well visit, detail, Embedded sleeve p.v.c., Machining of, brick wall, Stone-free, Template with bench material, Trench cross-section, Mattress with bench material, In layers of cm. To the according, Official pipe, Banked with bench material, minimum, Manually compacted, Free of compacted stones, Perfectly between the tube, Wall of the trench with, Narrow head, Proctor test, Filling in layers of cm. Stone-free, Compacted to proctor, Rubber ring, Top mark, spike, Bell, camera of, dilatation, With seal, Assembly detail

Raw text data extracted from CAD file:

V V POZO DE VISITA TIPO Concreto Fc= 175 Kg/cm.2 0.60 minimo V S i n E s c a l a Ver Detalle "A" V 0.20 V V 0.60 V V 1.20 V 0.40 variable de 5x10x20 cm. donde especifique el PROYECTO. de visita se construiran unicamente NOTA: Las caidas adosadas a los pozos y 5 maximo Muro de ladrillo maquinado 3 ladrillos minimo V 1.00m. 0.40 V del pozo Zarpeo y Afine interior 1.5 cm.en toda la altura 0.40 0.40 V V V V V V 19mm.(3/4")corrugada, cadminizada a cada 35 cms.con Vr. de Escalera marina de 25cm. V V 0.58 V V Tapa de hierro ductil V 0.20 o "cold roll" carpeta asfáltica V 0.58 V 0.57 V V V 0.59 V 7 DE ABRIL DE 2003 NOTA: ANTES BROCAL DE CONCRETO AGUAS ARRIBA DEL SENTIDO DEL FLUJO .- LA COLOCACIÓN DE BISAGRA SERÁ V 0.58 V CONCRETO CONCRETO F'C 300 KG/CM2 V 0.30 V V 0.30 V PROTECCIÓN DE BROCAL EN TERRACERÍA S i n E s c a l a LLEGADA A POZO DE VISITA DETALLE "A" Manga de Empotramiento p.v.c. 5 x 10 x 20 Maquinado de Muro de Ladrillo V V d LIBRE DE PIEDRAS AFINADO Y PLANTILLA CON MATERIAL DE BANCO CORTE TRANSVERSAL DE ZANJA V .10 V V COLCHÓN CON MATERIAL DE BANCO EN CAPAS DE 15 CM. AL 90-95% SEGÚN TUBERÍA OFICIAL ACOSTILLADO CON MATERIAL DE BANCO 1.60 minimo V 0.30 V V V \A1;0.60 COMPACTADO MANUALMENTE LIBRE DE PIEDRAS COMPACTADO PERFECTAMENTE ENTRE EL TUBO Y LA PARED DE LA ZANJA CON PISÓN DE CABEZA ANGOSTA PRUEBA PROCTOR RELLENO EN CAPAS DE 15 CM. LIBRE DE PIEDRAS COMPACTADO AL 90-95% SEGÚN PRUEBA PROCTOR NMX-T-021 ANILLO DE HULE NMX-E-111 MARCA TOPE ESPIGA CAMPANA V CÁMARA DE V DILATACIÓN CON JUNTA HERMÉTICA (P.V.C.) DETALLE DE ENSAMBLADO S i n E s c a l a S i n E s c a l a S i n E s c a l a

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, basic, details, drainage, DWG, health, kläranlage, manhole, mexico, monterrey, parts, region, section, sewer, structure, treatment plant