Porteria Details And Drainage Field Sports Gras With Synthetic DWG Detail for AutoCAD

Porteria Details And Drainage Field Sports Gras With Synthetic DWG Detail for AutoCAD

Details – Specifications – sizing – Construction cuts

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

distribution of the court, esc:, synthetic grass court, datum elev, leveling fillings, esc:, synthetic grass court, existing path, circulation, n.p.t. synthetic grass, npt, bleachers, bleachers, bleachers, filled with gravel cm., stuffed with mat. gross sand, filled with gravel cm., stuffed with mat. gross sand, synthetic grass, of drainage beginning of ex:, synthetic grass, of drainage ex:, from ex, ex porter, given concrete:, football goal projection, goalkeeper: cm mesh, goalkeeper, flag, corner area, sideline, maximum, goalkeeper: cm mesh, ex porter, goalkeeper, goalkeeper, goalkeeper: cm mesh, given concrete: f’c:, pvc sap sieve tube m., pvc sap sieve tube m., pvc sap sieve tube m., n. n.f., n.p.t. synthetic grass, n. n.f., n.p.t. synthetic grass, n.p.t. circulation, circulation, graderios, green area, concrete sardinel, circulation, n. n.f., the mts drainage network, division axis, synthetic grass, of sardinel ex esc:, concrete sardinel, circulation, concrete, stuffing with loan material, natural terrain, Location, St. lucia, district, St. lucia, draft:, flat:, region:, fist, January, date:, indicated, scale:, lampa, province, district municipality of santa lucia, tarrajeo rubbed burnished mixture cm, n.p.t., concrete, stuffing packed with own material, esc., graderio, c. concrete, stuffing with loan material, concrete circulation frotachado, tarrajeo rubbed burnished mixture cm, concrete, c. concrete, concrete circulation frotachado, front door, sidewalk, sports field synthetic grass, construction of active recreational infrastructure, in the district of santa provincia de lampa puno, brick wall, construction gasket, brick wall of rope, paintings alluding to sport, reinforcing steel, column, sports field synthetic grass, concrete sardinel, construction gasket, goalkeeper, constructive details, esc:, synthetic grass court

Raw text data extracted from CAD file:

DISTRIBUCION DE LA CANCHA ESC: 1 / 150 CANCHA DE CESPED SINTETICO DATUM ELEV NIVELACION Y RELLENOS ESC: 1 / 150 CANCHA DE CESPED SINTETICO "SAN ISIDRO" \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.30 C-4 C-4 \A1;1.67 \A1;1.67 \A1;0.12 -485.6646808563741 VEREDA EXISTENTE -485.6646808563742 3822.47 BM - 02 3822.20 CIRCULACION 3822.20 CIRCULACION -485.6646808563742 N.P.T. + 3,822.60 CESPED SINTETICO NPT 3822.53 GRADERIO 01 GRADERIO 02 GRADERIO 03 GRADERIO 04 GRADERIO 05 GRADERIO 06 GRADERIO 07 01 02 03 04 05 06 07 08 09 10 11 12 13 01 02 03 04 05 06 07 08 09 10 11 12 13 GRADERIO 01 GRADERIO 02 GRADERIO 03 GRADERIO 04 GRADERIO 05 GRADERIO 06 GRADERIO 07 01 02 03 04 05 06 07 08 09 10 11 12 13 GRADERIO 01 GRADERIO 02 GRADERIO 03 GRADERIO 04 GRADERIO 05 GRADERIO 06 GRADERIO 07 01 02 03 04 05 06 07 08 09 10 11 12 13 \A1;2.00 \A1;3.00 \A1;2.00 \A1;3.00 \A1;0.50 \A1;2.57 \A1;0.50 \A1;0.50 \A1;1.23 \A1;0.50 \A1;2.38 \A1;0.50 \A1;0.08 \A1;1.50 \A1;0.50 \A1;1.00 \A1;0.10 \A1;0.10 \A1;2.00 \A1;0.50 \A1;0.08 \A1;0.40 \A1;0.10 \A1;46.48 \A1;45.98 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;7.83 \A1;0.28 \A1;9.25 \A1;0.28 \A1;0.28 \A1;9.25 \A1;0.28 \A1;9.50 \A1;9.50 \A1;9.25 \A1;0.28 \A1;9.25 \A1;3.25 \A1;9.25 \A1;0.28 \A1;9.25 \A1;0.28 \A1;4.86 \A1;39.30 \A1;9.00 \A1;3.00 \A1;11.50 \A1;16.68 \A1;8.00 \A1;2.75 \A1;5.40 \A1;R4.60 \A1;55.00 \A1;35.00 \A1;6.00 \A1;61.30 \A1;3.00 \A1;2.00 \A1;2.00 \A1;3.00 \A1;2.00 \A1;5.49 \A1;2.00 \A1;3.50 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.65 \A1;2.75 \A1;19.65 \A1;0.20 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;8.00 \A1;19.80 \A1;19.80 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.50 \A1;5.50 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.55 0.03 0.15 0.15 0.15 0.57 1.07 0.10 0.15 0.03 0.30 0.30 0.50 0.50 0.50 0.30 0.03 0.15 0.15 0.15 0.15 0.10 1.58 0.30 0.30 0.30 0.50 0.50 1.50 0.50 0.10 0.68 \A1;5.74 \A1;3.09 \A1;3.09 \A1;3.09 \A1;0.28 \A1;3.09 \A1;3.09 \A1;3.09 \A1;0.28 \A1;3.09 \A1;3.09 \A1;3.09 \A1;0.28 \A1;3.09 \A1;3.09 \A1;3.09 \A1;0.28 \A1;3.09 \A1;6.17 \A1;0.28 \A1;0.70 \A1;0.70 \A1;0.60 \A1;76.77 \A1;46.20 0.15 0.50 0.70 1.98 1.10 \A1;2.84 \A1;57.15 2.18 0.25 0.15 9.15 75.00 100.00 \A1;1.28 \A1;11.00 \A1;18.32 \A1;11.00 \A1;40.32 \A1;7.32 \A1;11.00 \A1;R9.15 \A1;3.00 5 5 RELLENO CON GRAVA H %= 20 CM. RELLENO CON MAT. ARENA GRUESA 5 5 5 5 5 RELLENO CON GRAVA H %= 20 CM. RELLENO CON MAT. ARENA GRUESA 5 5 CESPED SINTETICO \LDETALLE DE DRENAJE INICIO DE CAIMIENTO\fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\l ESC: 1 / 25 Pdte= 1% Pdte= 1% Pdte= 1% Pdte= 1% CESPED SINTETICO \LDETALLE DE DRENAJE 01 FINAL\fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\l ESC: 1 / 25 5 5 5 5 5 5 5 5 5 5 \LPLANTA DE PORTERIA\fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\l ESC : 1 / 30 \LELEVACION DE PORTERIA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC : 1 / 30 DADO DE CONCRETO: F'C= 140 KG/CM2 DADO DE CONCRETO: F'C= 140 KG/CM2 PROYECCION DE PORTERIA DE FUTBOL \LSECCION B - B \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC : 1 / 30 5 5 5 PORTERIA: MALLA DE 10 X 10 CM PORTERIA: TUBO F° G° Ø 3" PORTERIA: TUBO F° G° Ø 3" 5 A A \LAREA DE ESQUINA, BANDEROLA Y SEÑALIZACIÓN \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC : 1 / 50 AREA DE ESQUINA LINEA DE BANDA 5 MAXIMO 5 5 5 PORTERIA: MALLA DE 10 X 10 CM 5 \LSECCION A - A DE PORTERIA \fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\lESC : 1 / 30 5 PORTERIA: TUBO F° G° Ø 3" PORTERIA: TUBO F° G° Ø 3" 5 PORTERIA: TUBO F° G° Ø 3" PORTERIA: MALLA DE 10 X 10 CM DADO DE CONCRETO: F'C: 175 KG/CM2 DADO DE CONCRETO: F'C: 175 KG/CM2 5 5 TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% S= 1.00 % S= 1.00 % TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% S= 1.00 % S= 1.00 % TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% TUBO PVC SAP CRIBADO Ø 4" L= 19.65 M. S= 1% S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.30 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.20 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.10 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.00 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.90 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.80 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.72 N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.60 N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.90 CESPED SINTETICO N.P.T. + 4,049.80 CIRCULACION 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 5 5 5 5 5 5 5 5 5 5 5 5 CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION GRADERIOS GRADERIOS GRADERIOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA VERDE AREA VERDE AREA VERDE 5 5 SARDINEL DE CONCRETO SARDINEL DE CONCRETO SARDINEL DE CONCRETO SARDINEL DE CONCRETO SARDINEL DE CONCRETO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CIRCULACION CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.30 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.20 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.10 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4049.00 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.90 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.80 CAJA DE REGISTRO 12" X 12" N.T. 4049.80 N.F. 4048.72 A LA RED DE DESAGUE A 18.00 MTS S=1.50 % 5 5 5 5 5 5 5 5 5 5 5 5 EJE DE DIVISION A LOS CAIMIENTOS 5 5 5 CESPED SINTETICO Pdte= 1% \LDETALLE DE SARDINEL - CIRCULACION\fSwis721 Ex BT|b0|i0|c0|p34;\H0.5x;\l ESC: 1 / 25 5 5 5 5 SARDINEL DE CONCRETO F'c=140 Kg/Cm2 CIRCULACION CONCRETO F'c=140 Kg/Cm2 RELLENO CON MATERIAL DE PRESTAMO TERRENO NATURAL 5 UBICACION : SANTA LUCIA DISTRITO : SANTA LUCIA SD - 01 PROYECTO: PLANO: REGION: PUNO ENERO - 2010 FECHA: INDICADA ESCALA: S I S T E M A D E D R E N A J E LAMPA PROVINCIA : MUNICIPALIDAD DISTRITAL DE SANTA LUCIA TARRAJEO FROTACHADO Y BRUÑADO @ 1 m TRANSVERSAL, MEZCLA 1:5 C:A, e=2.5 cm N.P.T. 4049.80 CONCRETO f'c= 175 kg/cm2 CONCRETO f'c= 175 kg/cm2 RELLENO COMPACTADO CON MATERIAL PROPIO 5 5 5 5 5 5 5 5 5 ESC. 1/30 \LDETALLE DE GRADERIO CIMIENTO CORRIDO 1:10 + 30% P.M. CONCRETO 140 Kg/cm2 5 5 RELLENO CON MATERIAL DE PRESTAMO CIRCULACION CONCRETO 140 kg/cm2 frotachado 5 5 5 0.70 0.70 5 TARRAJEO FROTACHADO Y BRUÑADO @ 1 m TRANSVERSAL, MEZCLA 1:5 C:A, e=2.5 cm 4049.80 CONCRETO f'c= 175 kg/cm2 CONCRETO f'c= 175 kg/cm2 5 5 5 5 5 5 5 CIMIENTO CORRIDO 1:10 + 30% P.M. CONCRETO 140 Kg/cm2 5 5 CIRCULACION CONCRETO 140 kg/cm2 frotachado 5 5 5 5 5 5 5 PUERTA PRINCIPAL VEREDA VEREDA CAMPO DEPORTIVO CESPED SINTETICO CONSTRUCCION DE INFRAESTRUCTURA DE RECREACION ACTIVA EN EL DISTRITO DE SANTA LUCIA, PROVINCIA DE LAMPA - PUNO 5 \A1;0.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.70 5 5 MURO DE LADRILLO MURO DE LADRILLO MURO DE LADRILLO JUNTA DE CONSTRUCCION JUNTA DE CONSTRUCCION 5 5 5 0.45 5 MURO DE SOGA DE LADRILLO PINTURAS ALUSIVOS AL DEPORTE 5 ACERO DE REFUERZO Ø 3/8 @ 0.30 3.25 5 5 5 COLUMNA 5 5 S= 1.00 % S= 1.00 % S= 1.50 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % S= 1.00 % 28 27 26 28 27 26 28 27 26 3 2 1 3 2 1 3 2 1 28 27 26 28 27 26 28 27 26 3 2 1 3 2 1 3 2 1 5 5 5 CAMPO DEPORTIVO CESPED SINTETICO 5 5 5 5 5 5 5 5 SARDINEL DE CONCRETO JUNTA DE CONSTRUCCION 5 PORTERIA: TUBO F° G° Ø 3" DETALLES CONSTRUCTIVOS ESC: 1 / 25 CANCHA DE CESPED SINTETICO

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, cuts, dach, dalle, DETAIL, details, drainage, DWG, escadas, escaliers, field, gras, lajes, mezanino, mezzanine, platte, reservoir, roof, sizing, slab, specifications, sports, stair, synthetic, telhado, toiture, treppe