Details Sports Field And Drainage DWG Detail for AutoCAD

Details Sports Field And Drainage DWG Detail for AutoCAD

GRAS WITH SYNTHETIC (French type drainage); detail bleachers

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

distribution of the field, synthetic grass court, datum elev, leveling and fillings, existing path, padding with mat. coarse sand, synthetic grass, soccer goal projection, corner area, line of line, maximum, circulation, graderios, green area, concrete sardinel, division axis to the caimientos, filling with loan material, natural terrain, location :, santa lucia, district:, project :, plane :, region :, date, date :, indicated, scale :, drainage system, lampa, province:, district municipality of santa lucia, npt, compacted filling with own material, filling with loan material, main door, sidewalk, synthetic grass sports field, construction of active recreation infrastructure, in the district of santa lucia, province of lampa – puno, brick wall, construction board, brick rope wall, allusive paintings to sport, column, construction details

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	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, basquetball, bleachers, court, DETAIL, details, drainage, DWG, feld, field, football, french, goal, golf, gras, sports, sports center, synthetic, type, voleyball