Uptake – Slope Type DWG Block for AutoCAD

Uptake – Slope Type DWG Block for AutoCAD

Up of a kind uptake slope for an irrigation system Vicho community; district of San Salvador; Calca province and department of Cusco.

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

Minimum outcrop entry, Minimum outcrop entry, Pul, Overflow pipe ml, In slab for filter seal, Outcrop, Holes, Esc., your B. Pvc output, Gravel filter, Minimum length, your B. Pvc sap clean overflow ml, Esc., Gravel filter, concrete, Minimum height, Holes, Uncoated coronation trench, metal lid, Sole, Clean pipe, your B. Pvc output, water level, Esc., Holes, Of wet chamber with entrance holes, Esc., Esc., slab, Esc., cut, Esc., cut, Esc., cut, Esc., Wet camera, Outcrop zone, Valve box, Wet camera, Exterior, angular, Fluted iron, angular, Fluted iron, angular, see detail, detail, Cover, metal lid, Entrance holes, Pul, Tuber. Pvc sap by mts, water level, your B. Pvc sap ml, Unid., Heavy brass damper valve, Niple f ° galv., Universal union fº galv., Pvc sap adapter, Union simple pvc sap, Pvc basket, Pvc sap transition, Unid, Unid, Unid., Unid, Cant, Pvc sap overflow cone, Unid., Accessories, description, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, External dry chamber:, relationship, Union simple pvc sap, your B. Pvc sap ml, Unid., Elbow pvc sap, Unid., District municipality of san salvador prof. will cease. Related searches, technical record:, Improvement of the irrigation system by spraying in the sector puma yarka huaycco antaparada of c.c of vicho of the district of san province of calca cusco, Location:, Community vicho district san salvador province calca department cusco, flat:, catchment, scale:, date:, Indicated in plan, December, Lamina nº:

Raw text data extracted from CAD file:

A \A1;0.45 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.15 \A1;0.35 \A1;0.15 \A1;1.00 \A1;0.15 \A1;2.25 \A1;0.15 \A1;0.70 \A1;1.45 \A1;Longitud mínima afloramiento - entrada 1.30 \A1;0.05 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.25 \A1;1.00 \A1;0.15 \A1;0.45 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.45 \A1;0.10 \A1;0.07 \A1;Altura mínima afloramiento - entrada 0.35 \A1;0.50 \A1;0.10 \A1;0,30 \A1;0,40 \A1;0.15 \A1;0.50 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.75 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;1.15 \A1;0.15 \A1;0.05 \A1;0.35 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.15 \A1;1.15 \A1;0.10 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.70 \A1;1.45 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;1.30 \A1;1.30 \A1;1 1/2 pul \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.35 \A1;0.10 \A1;0.10 \A1;1.45 \A1;0.15 \A1;0.15 \A1;0.12 \A1;1.45 \A1;0.15 \A1;0.50 \A1;0.65 \A1;0.15 \A1;0.15 \A1;0.10 \A1;a \A1;a \A1;b A 5 5 5 5 5 5 A' TUBERIA DE LIMPIA Y REBOSE S= 1% L= 5.00 ML 13 8 7 6 1 5 B' B C° f'c=140 kg/cm2 EN LOSA PARA SELLO DE FILTRO AFLORAMIENTO DEL MANANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANTA 6 ORIFICIOS DE 1 1/2" (VER DETALLE) ESC. 1 / 25 TUB. SALIDA PVC 10 12 9 11 8 FILTRO DE GRAVA DE 1" A 2" Longitud mínima afloramiento - entrada <> 5 TUB. PVC SAP C-7.5 ø 3" LIMPIA Y REBOSE L= 3.00 ML ESC. 1 / 25 \LCORTE A - A' 5 5 5 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 FILTRO DE GRAVA DE 1/2" A 3/4" CONCRETO f'c= 100 Kg/cm2 Altura mínima afloramiento - entrada <> 6 ORIFICIOS DE 1 1/2" (VER DETALLE) 5 5 4 ZANJA DE CORONACION SIN REVESTIDO TAPA METALICA 0,60x0,60 TAPA METALICA 0,70x0,40 0,30 0,40 Solado F´c=100Kg/cm2 e=5.00cm Tuberia de Limpia Ø 1" 5 5 5 5 TUB. SALIDA PVC 5 NIVEL DE AGUA \LCORTE B - B' ESC. 1 / 25 5 5 5 5 ø 3/8" @ 0.25 6 ORIFICIOS DE 1 1/2" (VER DETALLE) \LPANTALLA DE CAMARA HUMEDA CON ORIFICIOS DE INGRESO ESC. 1 / 25 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 \LPLANTA ESC. 1 / 25 C C B B A A \LESTRUCTURA LOSA ESC. 1 / 25 CORTE B-B ESC. 1/25 5 5 5 5 CORTE C-C ESC. 1/25 CORTE A-A ESC. 1/25 5 5 5 5 5 CAMARA HUMEDA CAMARA HUMEDA ZONA DE AFLORAMIENTO CAJA DE VALVULAS CAMARA HUMEDA EXTERIOR 5 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 d8mm @.15 d3/8"@.25 d3/8"@.25 d3/8"@.25 d1/4" @.15 d1/4" @.15 d3/8"@.25 a a b ANGULAR 3/8" x 3/8" ANGULAR 3/8" x 3/8" PLANCHA ESTRIADA e=1/8" PLANCHA ESTRIADA e=1/8" ANGULAR 3/8" x 3/8" ANGULAR 3/8"x3/8" PLANCHA ESTRIADA e=1/8" ANGULAR 3/8"x3/8" VER DETALLE 01 DETALLE 01 \LDETALLE DE TAPA T-1 0.60 x 0.60 TAPA METALICA d1/4"@.20 d1/4"@.20 5 5 \LDETALLE ORIFICIOS DE INGRESO 1 1/2 pul TUBER. PVC SAP d 1 1/2" POR 0.15 MTS NIVEL DE AGUA 5 5 5 5 5 5 10 12 9 11 8 7 6 1 TUB. PVC SAP C-10 X 0.60 ML UNID. 5 1 VALVULA COMPUERTA DE BRONCE PESADA 2 NIPLE Fº GALV. 2 UNION UNIVERSAL Fº GALV. 2 2 ADAPTADOR PVC SAP UNION SIMPLE PVC SAP 1 1 CANASTILLA DE PVC TRANSICION PVC SAP 12 UNID 10 UNID 11 UNID. UNID. UNID. UNID. UNID 9 8 7 6 1 CANT. CONO DE REBOSE PVC SAP UNID. UNID. \LCUADRO DE ACCESORIOS 1 N° DESCRIPCION FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:4 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d3/8"= 0.25cm d8mm= 0.15cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:4 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=175 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f'c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) 3 2 1 1 UNION SIMPLE PVC SAP TUB. PVC SAP C-10 X 0.45 ML UNID. UNID. 3 2 1 CODO PVC SAP X 90º UNID. 4 \W1.22644; MUNICIPALIDAD DISTRITAL DE SAN \W1.22644; SALVADOR \W3.86023; PROF. CÉSAR A. LICONA CASTELLANOS \W7.79382; ALCALDE \W9.68750; GESTIÓN 2015 - 2018 EXPEDIENTE TÉCNICO: MEJORAMIENTO DEL SISTEMA DE RIEGO POR ASPERSIÓN EN EL SECTOR PUMA YARKA HUAYCCO - ANTAPARADA DE LA C.C DE VICHO DEL DISTRITO DE SAN SALVADOR, PROVINCIA DE CALCA - CUSCO UBICACIÓN: · COMUNIDAD : VICHO · DISTRITO : SAN SALVADOR · PROVINCIA : CALCA · DEPARTAMENTO : CUSCO PLANO: \W6.08175; CAPTACIÓN ESCALA: FECHA: INDICADAS EN PLANO \W0.50520; DICIEMBRE 2015 LÁMINA Nº: E - 01

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

Minimal outcrop entry, Minimal outcrop entry, Pul, Overflow pipe ml, In slab for filter seal, Outcrop, Holes, Esc., your B. Pvc output, Filter of, Minimum length, your B. Pvc sap clean overflow ml, Esc., Filter of, concrete, Minimum height, Holes, Uncoated coronation trench, metal lid, Sole, Clean pipe, your B. Pvc output, water level, Esc., Holes, Of humid chamber with entrance holes, Esc., Esc., slab, Esc., cut, Esc., cut, Esc., cut, Esc., Wet camera, Outcrop area, Valve box, Wet camera, Exterior, angular, Fluted iron, angular, Fluted iron, angular, see detail, detail, Cover, metal lid, Entrance holes, Pul, Tuber. Pvc sap by mts, water level, your B. Pvc sap ml, Unid., Heavy brass damper valve, Niple f ° galv., Universal union fº galv., Pvc sap adapter, Union simple pvc sap, Pvc basket, Pvc sap transition, Unid, Unid, Unid., Unid, Cant, Pvc sap overflow cone, Unid., Accessories, description, Use waterproofing according to, With mixed water, Tarnish the surfaces in contact, Of thickness. Scuffed finish, The manufacturer’s recommendations., Overlaps:, Slab of, minima:, Technical specifications, Simple concrete:, Coatings, Reinforced concrete:, Plasters, cement:, steel:, Portland type, To tarnish with mortar, Wet camera, in general, slab, Dry outdoor camera:, relationship, Union simple pvc sap, your B. Pvc sap ml, Unid., Elbow pvc sap, Unid., District municipality of san salvador prof. will cease. Related searches, technical record:, Improvement of the irrigation system by spraying in the sector puma yarka huaycco antaparada of c.c of vicho of the district of san province of calca cusco, Location:, Community vicho district san salvador province calca department cusco, flat:, catchment, scale:, date:, Indicated in plan, December, Lamina nº:

Raw text data extracted from CAD file:

A \A1;0.45 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.15 \A1;0.35 \A1;0.10 \A1;0.15 \A1;0.35 \A1;0.15 \A1;1.00 \A1;0.15 \A1;2.25 \A1;0.15 \A1;0.70 \A1;1.45 \A1;Longitud mínima afloramiento - entrada 1.30 \A1;0.05 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.25 \A1;1.00 \A1;0.15 \A1;0.45 \A1;0.60 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.45 \A1;0.10 \A1;0.07 \A1;Altura mínima afloramiento - entrada 0.35 \A1;0.50 \A1;0.10 \A1;0,30 \A1;0,40 \A1;0.15 \A1;0.50 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.45 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.75 \A1;1.00 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;1.15 \A1;0.15 \A1;0.05 \A1;0.35 \A1;0.15 \A1;0.15 \A1;0.35 \A1;0.15 \A1;1.15 \A1;0.10 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.70 \A1;1.45 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;1.30 \A1;1.30 \A1;1 1/2 pul \A1;0.15 \A1;0.20 \A1;0.40 \A1;0.35 \A1;0.10 \A1;0.10 \A1;1.45 \A1;0.15 \A1;0.15 \A1;0.12 \A1;1.45 \A1;0.15 \A1;0.50 \A1;0.65 \A1;0.15 \A1;0.15 \A1;0.10 \A1;a \A1;a \A1;b A 5 5 5 5 5 5 A' TUBERIA DE LIMPIA Y REBOSE S= 1% L= 5.00 ML 13 8 7 6 1 5 B' B C° f'c=140 kg/cm2 EN LOSA PARA SELLO DE FILTRO AFLORAMIENTO DEL MANANTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \LPLANTA 6 ORIFICIOS DE 1 1/2" (VER DETALLE) ESC. 1 / 25 TUB. SALIDA PVC 10 12 9 11 8 FILTRO DE GRAVA DE 1" A 2" Longitud mínima afloramiento - entrada <> 5 TUB. PVC SAP C-7.5 ø 3" LIMPIA Y REBOSE L= 3.00 ML ESC. 1 / 25 \LCORTE A - A' 5 5 5 5 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 FILTRO DE GRAVA DE 1/2" A 3/4" CONCRETO f'c= 100 Kg/cm2 Altura mínima afloramiento - entrada <> 6 ORIFICIOS DE 1 1/2" (VER DETALLE) 5 5 4 ZANJA DE CORONACION SIN REVESTIDO TAPA METALICA 0,60x0,60 TAPA METALICA 0,70x0,40 0,30 0,40 Solado F´c=100Kg/cm2 e=5.00cm Tuberia de Limpia Ø 1" 5 5 5 5 TUB. SALIDA PVC 5 NIVEL DE AGUA \LCORTE B - B' ESC. 1 / 25 5 5 5 5 ø 3/8" @ 0.25 6 ORIFICIOS DE 1 1/2" (VER DETALLE) \LPANTALLA DE CAMARA HUMEDA CON ORIFICIOS DE INGRESO ESC. 1 / 25 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 \LPLANTA ESC. 1 / 25 C C B B A A \LESTRUCTURA LOSA ESC. 1 / 25 CORTE B-B ESC. 1/25 5 5 5 5 CORTE C-C ESC. 1/25 CORTE A-A ESC. 1/25 5 5 5 5 5 CAMARA HUMEDA CAMARA HUMEDA ZONA DE AFLORAMIENTO CAJA DE VALVULAS CAMARA HUMEDA EXTERIOR 5 5 5 d3/8"@.25 d3/8"@.25 d3/8"@.25 d8mm @.15 d3/8"@.25 d3/8"@.25 d3/8"@.25 d1/4" @.15 d1/4" @.15 d3/8"@.25 a a b ANGULAR 3/8" x 3/8" ANGULAR 3/8" x 3/8" PLANCHA ESTRIADA e=1/8" PLANCHA ESTRIADA e=1/8" ANGULAR 3/8" x 3/8" ANGULAR 3/8"x3/8" PLANCHA ESTRIADA e=1/8" ANGULAR 3/8"x3/8" VER DETALLE 01 DETALLE 01 \LDETALLE DE TAPA T-1 0.60 x 0.60 TAPA METALICA d1/4"@.20 d1/4"@.20 5 5 \LDETALLE ORIFICIOS DE INGRESO 1 1/2 pul TUBER. PVC SAP d 1 1/2" POR 0.15 MTS NIVEL DE AGUA 5 5 5 5 5 5 10 12 9 11 8 7 6 1 TUB. PVC SAP C-10 X 0.60 ML UNID. 5 1 VALVULA COMPUERTA DE BRONCE PESADA 2 NIPLE Fº GALV. 2 UNION UNIVERSAL Fº GALV. 2 2 ADAPTADOR PVC SAP UNION SIMPLE PVC SAP 1 1 CANASTILLA DE PVC TRANSICION PVC SAP 12 UNID 10 UNID 11 UNID. UNID. UNID. UNID. UNID 9 8 7 6 1 CANT. CONO DE REBOSE PVC SAP UNID. UNID. \LCUADRO DE ACCESORIOS 1 N° DESCRIPCION FINO, UTILIZAR IMPERMEABILIZANTE DE ACUERDO CON EL AGUA CON MEZCLA 1:4 C/A TARRAJEAR LAS SUPERFICIES EN CONTACTO DE 2cm DE ESPESOR. ACABADO FROTACHADO A LAS RECOMENDACIONES DEL FABRICANTE. d3/8"= 0.25cm d8mm= 0.15cm TRASLAPES: MUROS=2cm LOSA DE FONDO=4cm MINIMOS: ESPECIFICACIONES TECNICAS CONCRETO SIMPLE: RECUBRIMIENTOS CONCRETO ARMADO: REVOQUES: CEMENTO: ACERO: f'y=4200Kg/cm2 PORTLAND TIPO I TARRAJEAR CON MORTERO 1:4 C/A e=1.5cm -INTERIOR CAMARA HUMEDA: f'c=175 Kg/cm2 EN GENERAL LOSA SUPERIOR=2cm f'c=140Kg/cm2 -INTERIOR CAMARA SECA Y EXTERIOR: (MAXIMA RELACION a/c=0.50) 3 2 1 1 UNION SIMPLE PVC SAP TUB. PVC SAP C-10 X 0.45 ML UNID. UNID. 3 2 1 CODO PVC SAP X 90º UNID. 4 \W1.22644; MUNICIPALIDAD DISTRITAL DE SAN \W1.22644; SALVADOR \W3.86023; PROF. CÉSAR A. LICONA CASTELLANOS \W7.79382; ALCALDE \W9.68750; GESTIÓN 2015 - 2018 EXPEDIENTE TÉCNICO: MEJORAMIENTO DEL SISTEMA DE RIEGO POR ASPERSIÓN EN EL SECTOR PUMA YARKA HUAYCCO - ANTAPARADA DE LA C.C DE VICHO DEL DISTRITO DE SAN SALVADOR, PROVINCIA DE CALCA - CUSCO UBICACIÓN: · COMUNIDAD : VICHO · DISTRITO : SAN SALVADOR · PROVINCIA : CALCA · DEPARTAMENTO : CUSCO PLANO: \W6.08175; CAPTACIÓN ESCALA: FECHA: INDICADAS EN PLANO \W0.50520; DICIEMBRE 2015 LÁMINA Nº: E - 01

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C
Tags	autocad, block, community, distribution, district, DWG, fornecimento de água, hillside, irrigation, kind, kläranlage, l'approvisionnement en eau, san, slope, supply, system, treatment plant, type, uptake, wasserversorgung, water