Storm Manhole Type Floor Irving DWG Block for AutoCAD

Storm Manhole Type Floor Irving DWG Block for AutoCAD

MOUTH FOR STORM WITH RAINWATER CATCHMENT IRVING GRID TYPE FOR STAND ON ANY STREET OR AVENUE. IRVING TYPE GRILLE; ENSURES BEST COLLECTION; DUE TO MAJOR CLEARANCE BETWEEN GRIDS REMAINS.

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

With no rods., In both directions in the lower bed., Reinforced concrete perimeter slab, section, slab, Perimeter, Road level, Hundred to. Of rio prop., Polished interior with mortar, Outdoor enjarre, Hundred to. Rio prop, Seated with mortar, Brick wall, Stirrups of var. Cm, Reinforced concrete dala, Perimeter slab, Against sill frame, detail, Out of range, Thickness of cm, with, scale, longitudinal section, scale, Pvc series metrica pipe, N.e., N.t., Storm mouth detail, plant, Perimeter slab, Man entrance, module, scale, Thickness of cm, Polished interior with mortar, Brick wall, Hundred Aryan, Breaststroke breaststroke, Stone masonry, Of simple concrete, For the foundation, Simple concrete template, Of a hundred to. Rio prop, Outdoor enjarre, Hundred to. Rio prop, Mortar seat, its T. Cm, Dala, Perimeter slab, Mound, Bench level, Foundation of, coating, entry, man, Pvc pipe, N.t., N.e., Hundred Aryan, Breaststroke breaststroke, Stone masonry, Simple concrete template, Sill frame, Modulo detail, unscaled, Tilting stick, Loading platform, Man entrance, Out of range, Hinges, sill, Man entrance frame, Steel electroforced grid, Of solera de, Type irving type, Steel electroforced grid, Mm., kind of, Irving type, Steel electroforced grid, Of modules, Sense of placement, vehicular, Sense of transit, In the sense of the vehicular flow., When the height is greater the m., Perform a structural revision of the concrete registry., The orientation of the loading bed should invariably remain, When the slope of the gradient exceeds the thousandths, An additional parallel grid is required, At a more favorable downstream point to capture, The expense that was not captured in the grid., Place complete modules so avoid cutting adjustments., Several modules should be dimensioned in such a way that, Long sense is the sense of for a grid, The modules of the grids are constructed of factory cm, note:, Tilting rod, Loading platform, Black smooth finish, Of solera de, Type irving type, Ipr beam, Against sill frame, Do not be pirate, Atte. Pablo gtz. Rangel, table of, Minimun height, Minimun height

Raw text data extracted from CAD file:

f c=250kg/cm2 CON VARILLAS DEL No. 4, @ 20Cm. EN AMBOS SENTIDOS EN EL LECHO INFERIOR. LOSA PERIMETRAL DE CONCRETO REFORZADO SECCION A-A' LOSA PERIMETRAL NIVEL DE VIALIDAD CEM. A. DE RIO PROP. 1:3 INTERIOR PULIDO CON MORTERO ENJARRE EXTERIOR E CEM. A. RIO PROP 1:4 ASENTADO CON MORTERO MURO DE LADRILLO A TEZON Y ESTRIBOS DE VAR. #3 @25 cm DALA DE CONCRETO REFORZADO LOSA PERIMETRAL CONTRA MARCO DE SOLERA DE 1/4" x 2 1/4" DETALLE "B" FUERA DE ESCALA Y ESPESOR DE 1 Cm CON VAR.#4@ESQUINA ESCALA 1:25 SECCION LONGITUDINAL B-B' ESCALA 1:25 TUBERIA PVC SERIE METRICA 12" Ø N.E. N.T. DETALLE DE BOCA DE TORMENTA B A' PLANTA S= 15% LOSA PERIMETRAL B' ENTRADA HOMBRE MODULO ESCALA 1:25 A Y ESPESOR DE 1 cm INTERIOR PULIDO CON MORTERO MURO DE LADRILLO A TEZON CEM. A.RIO PROP.1:4 BRAZA JUNTEADA CON MORTERO MAMPOSTERIA CON PIEDRA DE CONCRETO SIMPLE f'c=200 kg/cm² PARA DESPLANTE DE LA CIMENTACION PLANTILLA DE CONCRETO SIMPLE f'c=100 kg/cm² DE CEM. A. RIO PROP 1:4 ENJARRE EXTERIOR E CEM. A. RIO PROP 1:4 ASENTADO MORTERO EST. #3 @25 cm DALA Var.#4@ESQUINA S= 15% LOSA PERIMETRAL MACHUELO NIVEL DE BANQUETA CIMENTACION DE REVESTIMIENTO ENTRADA HOMBRE TUBERIA DE PVC DE 30cms TUBERIA DE PVC DE 30cms N.T. N.E. CEM. A.RIO PROP.1:4 BRAZA JUNTEADA CON MORTERO MAMPOSTERIA DE PIEDRA PLANTILLA CONCRETO SIMPLE f'c=200 kg/cm² MARCO DE SOLERA 3/16 X 2 1/4" DETALLE MODULO sin escala VARILLA ATIEZADORA DE 3/8" 3/16 X 2 1/4" SOLERA DE CARGA DE ENTRADA HOMBRE FUERA DE ESCALA DE 3/4" x 3" BISAGRAS DE 1/4" x 2 1/4" SOLERA 1 1/4" MARCO ENTRADA HOMBRE REJILLA ELECTROFORJADA EN ACERO IS-06 DE SOLERA DE 3/16 X 2 1/4" (ASTM - A 36) TIPO IRVING TIPO REJILLA ELECTROFORJADA EN ACERO 50 mm. (1 ") TIPO IS-06 DE 3/16 X 2 1/4" (ASTM - A 36) TIPO IRVING DE REJILLA ELECTROFORJADA EN ACERO DE MÓDULOS DE 1.00x1.00 SENTIDO DE LA COLOCACIÓN DE VEHÍCULOS SENTIDO DEL TRÁNSITO EN EL SENTIDO DEL FLUJO VEHICULAR. 4.- CUANDO LA ALTURA H SEA MAYOR A LOS 3.00 m. REALIZAR UNA REVISION ESTRUCTURAL DEL REGISTRO DE CONCRETO. 2.- LA ORIENTACION DE LA SOLERA DE CARGA DEBERA QUEDAR INVARIABLEMENTE 3.- CUANDO LA PENDIENTE DE LA RASANTE REBASE LAS 50 MILÉSIMAS SE REQUIERE UNA REJILLA ADICIONAL PARALELA A LA EXISTENTE O EN UN PUNTO AGUAS ABAJO MÁS FAVORABLE PARA CAPTAR EL GASTO QUE NO FUÉ CAPTADO EN LA 1er. REJILLA. COLOQUEN MODULOS COMPLETOS Y ASI EVITAR AJUSTES Y CORTES. DE VARIOS MODULOS ESTA DEBERA DIMENSIONARSE DE TAL FORMA QUE SE EL SENTIDO LARGO ES EL SENTIDO DE CARGA, PARA UNA REJILLA 1.- LOS MODULOS DE LAS REJILLAS SE CONSTRUYEN DE FABRICA 100 x 100 cm NOTA: VARILLA ATIEZADORA 3/8" SOLERA DE CARGA ACABADO LISO NEGRO ACABADO LISO NEGRO IS-06 DE SOLERA DE 3/16 X 2 1/4" (ASTM - A 36) TIPO IRVING TIPO 31 32 (1 ") 3 16 30.2 mm IS-06 VIGA IPR 4" VIGA IPR 4" CONTRA MARCO DE SOLERA NO SEAS PIRATA ATTE. PABLO GTZ. RANGEL 1.00 1.00 0.70 1.00 0.50 0.10 0.30 0.20 0.20 0.50 1.20 0.20 0.10 0.05 0.30 0.20 0.27 (VER TABLA DE DATOS) ALTURA MINIMA 1.30 0.10 0.30 0.05 1.25 0.30 0.30 0.30 0.50 0.30 1.00 0.30 0.30 0.30 0.50 0.30 2.50 0.50 0.02 ALTURA MINIMA 1.40 0.10 1.00 0.50 0.30 0.27 0.25

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, avenue, block, catchment, DWG, floor, grid, irving, kläranlage, manhole, mouth, rainwater, stand, storm, street, treatment plant, type