BadÉN System DWG Section for AutoCAD

BadÉN System DWG Section for AutoCAD

System speed bump to evacuate rainwater; transverse and longitudinal profiles are drawn, detailed camera to evacuate the end of the section. In summary, two planes have the system running.

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

Network with bw, Fl lj, Elbow bw, Tee bw, Close, Pillars, Bpavement, Bpavement, Pavim, Pavim., pavement, Pavim, Pavim., Npt, Npt, Npt, note, area, profile, color, blue, magenta, green, Cyan, yellow, Red, Folding splicing table, Length splicing, Double bars, figure, Splice bars overlap, Detail splicing folds, straight, steel, diameter, Hooks in stirrups, Cms., figure, curved, figure, Cms., C., cellar, tower, Luminaires, Projected stuffing, Sheet piles m., Fl lj, Fl lj, Network with bw, Fl lj, Fl lj, Network with bw, Fl lj, Fl lj, Network with bw, Tee bw, Tee bw, Tee bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Roof tile, Maria isabel dealership, Fl lj, Fl lj, Network with bw, Fl lj, Fl lj, Network with bw, Fl lj, Fl lj, Network with bw, Tee bw, Tee bw, Tee bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, access, Men’s restrooms, departure, entry, Ladies baths, Men’s restrooms, Ladies baths, Imo zone, Bonn, Offices site, tower, Tdayf, Cam bt, Is modified with grill, Stadium type with luminaires, Ind. Mag. From watt, Post a hook., Lum. Ap. Ind. Mag., Projectors ind. Mag., Projected tower, tower, T.d.f. to., Pvc, Serv. Boats, T.d.f., Projectors ind. Mag., Existing tower, Projectors ind. Mag., Projected tower, tower, T.d.f. to., Pvc, Kva, Projected, Post h:, Induction mag., Lum ap, With hook, Post h:, Induction mag., Lum ap, With hook, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, T.d.f. to., Pvc, Naked, Pvc, Projectors ind. Mag., Tower, Post h:, Induction mag., Lum ap, With hook, Pvc, Pvc, Naked, Tower, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Line of adocrets, Pav., siege, existing, Pavement cm, Pend, Var., solution, Pend. variable, Cross-sectional profile, Projectors ind. Mag., Projected tower, tower, T.d.f. to., Pvc, Serv. Boats, T.d.f., Projectors ind. Mag., Existing tower, Projectors ind. Mag., Projected tower, tower, T.d.f. to., Pvc, Kva, Projected, Post h:, Induction mag., Lum ap, With hook, Post h:, Induction mag., Lum ap, With hook, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, T.d.f. to., Pvc, Naked, Pvc, Projectors ind. Mag., Tower, Post h:, Induction mag., Lum ap, With hook, Pvc, Pvc, Naked, Bpavement, Bpavement, Pavim, Pavim., pavement, Pavim, Pavim., Bpavement, Bpavement, Pavim, Pavim., pavement, Pavim, Pavim., Grid level, Var cm, Existing gravel, Decanter, Var, N.freatico, cut, camera, concrete slab, Min, Var., Pvc, Detail camara decantation, Offices, Emerald street, role, base, tower, signal, tower, Luminaires, tower, Luminaires, tower, Luminaires, tower, Luminaires, area, Edge polygon, area, Rampla, Molo, with, Pav., without, Pav., with, Pav., without, Pav., with, Pav., Projected stuffing, Sheet piles m., Fl lj, Fl lj, Network with bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Elbow rl bw, Fl lj, Fl lj, Network with bw, Elbow rl bw, Elbow rl bw, Fl lj, Fl lj, Network with bw, Tee bw, Tee bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, Elbow bw, App., Sectors, broken line, Shutter installed, Tee bw, Elbow bw, Mole mole, destroyed, Chilean sea, Whitewashed avenue, Existing sink, with, Pav., Access road, Adjectives, sector, Ring faith molten, Decanter chamber, Existing gravel, Pvc, Road cover, The site, Roof tile, scale, Detail plaque of faith. Fdo., Logo plaque of faith. Fdo., Typical drilling, drilling, Circular lid detail, Type roadway, scale, according detail, Anchor cap type, road, Chilean sea, Meeting of the deceased, general plant, scale, siege, existing, Ground level, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, topography, Existing fence, Camera decantation, Cross-sectional profile, scale, Cross-sectional profile, scale, Cross-sectional profile, scale, Cross-sectional profile, scale, Cross-sectional profile, scale, Cross-sectional profile, scale, cut, cut, Ground level, Sum sum exis., Dist. Accumulation, topography, Existing fence, Cross-sectional profile, scale, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, topography, Existing fence, Cross-sectional profile, scale, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, topography, Existing fence, Cross-sectional profile, scale, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, topography, Existing fence, Cross-sectional profile, scale, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, Ground level, Adocreto quota, Sum sum exis., Dist. Accumulation, topography, Existing fence, Cross-sectional profile, scale, Profile tra

Raw text data extracted from CAD file:

RED CON BW 8" x 4" 3" FL LJ CODO 45º BW 6" TEE BW 6" CIERRE A DESPLAZAR 4 PILARES 4.18 2 A4 4.18 3 A4 4.15 4 V1 4.15 5 V1 3.96 6 50D 4.02 7 43.8D 4.08 8 39D 4.00 9 30D 4.24 10 20D 4.21 11 V2 4.19 12 10M 4.15 13 20M 4.16 14 20M 4.10 15 20M 4.14 16 20M 4.17 17 20M 4.20 18 20M 4.15 19 V 3.98 20 M 4.18 21 M 4.18 22 BI 4.05 23 PV43 3.99 24 P 4.18 25 PB 4.01 26 P 3.97 27 P 3.94 28 P 3.93 29 P 3.96 30 P 4.05 31 BPAVIMENTO 4.05 32 BPAVIMENTO 3.95 33 P 3.93 34 P 3.92 35 P 3.97 36 P 3.99 37 P 4.00 38 P 3.99 39 P 4.15 40 PAVIM 4.17 41 PAVIM. 3.95 42 P 4.01 43 P 4.00 44 P 3.98 45 P 3.96 46 P 3.94 47 P 4.01 48 PAVIMENTO 4.16 49 PAVIM 3.98 50 P 3.96 51 P 3.98 52 P 3.98 53 P 4.00 54 P 3.97 55 P 3.92 56 P 4.19 57 PAVIM. 4.03 58 P 4.00 59 P 4.02 60 P 4.04 61 P 4.04 62 P 3.94 63 BP 4.00 NPT 4.16 NPT 4.50 NPT 0.745 % 0.176 % 4.05 NPT 0.109 % 0.496 % 0.106 % 4.50 NPT 4.50 NPT 4.11 NPT 5 NOTA 1 area 5216.31 M2 PERFIL 1 PERFIL 2 PERFIL 3 PERFIL 4 PERFIL 5 PERFIL 6 PERFIL 7 PERFIL 8 PERFIL 9 \A1;37.3006m 0.3 0.4 0.2 0.5 0.7 1.0 10 COLOR 10 5 6 4 3 1 2 AZUL MAGENTA VERDE CYAN AMARILLO ROJO 0.1 5 TABLA DE EMPALMES Y DOBLECES LONGITUD EMPALME (cm.) DOBLES DE BARRAS FIGURA 3 EMPALME BARRAS POR TRASLAPO DETALLE EMPALMES Y DOBLECES 100 L 60 70 50 RECTO 90 140 125 12 10 08 ACERO 18 16 25 22 DIAMETRO (mm.) GANCHOS EN ESTRIBOS 5 8 cms. 5 FIGURA 1 23 24 28 38 43 59 52 11 CURVO b 18 18 20 28 32 5 8 6 a 10 44 15 38 14 a+b 5 5 FIGURA 2 \A1;b \A1;a \A1;8 cms. \A1;45° \A1;h \A1;L 14,1 17 40,7 C.DECANTACION 2 BODEGA TORRE LUMINARIAS 1 2 3 20 18 6 RELLENO PROYECTADO RELLENO PROYECTADO 1 2 4 0 5 5 5 TABLESTACAS PROYECTADAS L=60,8 m. L=16 m. L=16 m. 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 3" FL LJ 3" FL LJ RED CON BW 8" x 4" TEE BW 6" TEE BW 6" TEE BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" 4.315 4.285 0.50% Cota losa 3.96 Cota losa 3.96 Cota losa 3.96 0.5 % 0.5 % area= 5415 m2 -1.81 895 S 2 CONCESION MARIA ISABEL L=16 m. L=16 m. 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 3" FL LJ 3" FL LJ RED CON BW 8" x 4" TEE BW 6" TEE BW 6" TEE BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" ACCESO B A C D E F H I G BAÑOS VARONES SALIDA ENTRADA 1 3 9 13 15 BAÑOS DAMAS 11.87456239468884 BAÑOS VARONES T T BAÑOS DAMAS 5 4 3 2 1 6 7 8 9 5 4 3 2 1 6 7 8 9 5 4 3 2 1 6 7 8 9 5 4 3 2 1 6 7 8 9 5 4 3 2 1 6 7 8 5 4 3 2 1 6 7 8 5 4 3 2 1 6 7 8 5 4 3 2 1 6 7 8 5 4 3 2 6 7 8 ZONA IMO BONN T T OFICINAS SITIO 1 16 TORRE 11 C 08 C 07 C 36 TDAyF 3x20A (Oficinas) CAM BT A A SE MODIFICA CON PARRILLA TIPO ESTADIO CON 6 LUMINARIAS IND. MAG. DE 200 WATT POSTE 15 MTS, UN GANCHO. LUM. AP. 150 W IND. MAG. CBT-5 H: 21m 6x300W Proyectores Ind. Mag. TORRE 3 Proyectada 3x50A Torre 3 T.D.F. y A. T-3 L: 40m 1 PVC d110mm 8 PVC d90mm 3x250A Serv. Embarcaciones T.D.F. t-2 CBT-4 H: 30m 8x300W Proyectores Ind. Mag. TORRE 2 Existente CBT-3 H: 21m 6x300W Proyectores Ind. Mag. TORRE 3 Proyectada 3x50A Torre 1 T.D.F. y A. T-1 L: 60m 1 PVC d110mm 8 PVC d90mm CBT-2 CBT-1 500 KVA S/E Proyectada CBT-6 CBT-7 Poste h: 15m Inducción Mag. Lum AP 150W con gancho Poste h: 15m Inducción Mag. Lum AP 150W con gancho CBT-8 L: 21m 6 PVC d90mm L: 24m 1 PVC d110mm 8 PVC d90mm L: 27m 2 PVC d50mm L: 27m 2 PVC d50mm L: 25m 3 PVC d75mm L: 25m 3 PVC d75mm L: 25m 3 PVC d75mm CBT-9 3x50A T.D.F. y A. t-2 1 PVC d50mm 2 PVC d50mm 1 PVC d50mm N Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 3 PVC d90mm L: 23m H: 15m 3x300W Proyectores Ind. Mag. TORRE ENFILAMIENTO 1 Poste h: 15m Inducción Mag. Lum AP 150W con gancho CBT-10 3 PVC d90mm L: 18m 2 PVC d50mm L: 7m Cu desnudo N°2 H: 15m TORRE ENFILAMIENTO 2 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" 0.5% 3.97 PV LINEA DE ADOCRETOS T 3.24 3.22 T 3.28 T 3.29 T 3.27 T 3.14 T 3.22 3.43 3.39 3.48 T 3.60 T 3.24 PV 4.01 PV 4.05 PV 4.01 4.01 1 PAV. CERCO EXISTENTE 0.70% 0.31% PAVIMENTO E:20 CM PAVIMENTO E:20 CM PEND VAR. solucion 1 PEND. VARIABLE PERFIL TRANSVERSAL 1-1' \A1;15cm \A1;30cm \A1;15cm \A1;30cm 2 11.87 17 40,7 40,7 CBT-5 H: 21m 6x300W Proyectores Ind. Mag. TORRE 3 Proyectada 3x50A Torre 3 T.D.F. y A. T-3 L: 40m 1 PVC d110mm 8 PVC d90mm 3x250A Serv. Embarcaciones T.D.F. t-2 CBT-4 H: 30m 8x300W Proyectores Ind. Mag. TORRE 2 Existente CBT-3 H: 21m 6x300W Proyectores Ind. Mag. TORRE 3 Proyectada 3x50A Torre 1 T.D.F. y A. T-1 L: 60m 1 PVC d110mm 8 PVC d90mm CBT-2 CBT-1 500 KVA S/E Proyectada CBT-6 CBT-7 Poste h: 15m Inducción Mag. Lum AP 150W con gancho Poste h: 15m Inducción Mag. Lum AP 150W con gancho CBT-8 L: 21m 6 PVC d90mm L: 24m 1 PVC d110mm 8 PVC d90mm L: 27m 2 PVC d50mm L: 27m 2 PVC d50mm L: 25m 3 PVC d75mm L: 25m 3 PVC d75mm L: 25m 3 PVC d75mm CBT-9 3x50A T.D.F. y A. t-2 1 PVC d50mm 2 PVC d50mm 1 PVC d50mm N Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 Cu desnudo N°2 3 PVC d90mm L: 23m H: 15m 3x300W Proyectores Ind. Mag. TORRE ENFILAMIENTO 1 Poste h: 15m Inducción Mag. Lum AP 150W con gancho CBT-10 3 PVC d90mm L: 18m 2 PVC d50mm L: 7m Cu desnudo N°2 N-5935700 E-668500 E-668700 E-669100 E-668900 N-5935500 N-5935300 N-5934900 N-5935100 E-668500 E-668700 E-668900 E-669100 N-5934900 N-5935100 N-5935300 N-5935500 N-5935700 440 m. 4.18 2 A4 4.18 3 A4 4.15 4 V1 4.15 5 V1 3.96 6 50D 4.02 7 43.8D 4.08 8 39D 4.00 9 30D 4.24 10 20D 4.21 11 V2 4.19 12 10M 4.15 13 20M 4.16 14 20M 4.10 15 20M 4.14 16 20M 4.17 17 20M 4.20 18 20M 4.15 19 V 3.98 20 M 4.18 21 M 4.18 22 BI 4.05 23 PV43 3.99 24 P 4.18 25 PB 4.01 26 P 3.97 27 P 3.94 28 P 3.93 29 P 3.96 30 P 4.05 31 BPAVIMENTO 4.05 32 BPAVIMENTO 3.95 33 P 3.93 34 P 3.92 35 P 3.97 36 P 3.99 37 P 4.00 38 P 3.99 39 P 4.15 40 PAVIM 4.17 41 PAVIM. 3.95 42 P 4.01 43 P 4.00 44 P 3.98 45 P 3.96 46 P 3.94 47 P 4.01 48 PAVIMENTO 4.16 49 PAVIM 3.98 50 P 3.96 51 P 3.98 52 P 3.98 53 P 4.00 54 P 3.97 55 P 3.92 56 P 4.19 57 PAVIM. 4.03 58 P 4.00 59 P 4.02 60 P 4.04 61 P 4.04 62 P 3.94 63 BP 4.18 2 A4 4.18 3 A4 4.15 4 V1 4.15 5 V1 3.96 6 50D 4.02 7 43.8D 4.08 8 39D 4.00 9 30D 4.24 10 20D 4.21 11 V2 4.19 12 10M 4.15 13 20M 4.16 14 20M 4.10 15 20M 4.14 16 20M 4.17 17 20M 4.20 18 20M 4.15 19 V 3.98 20 M 4.18 21 M 4.18 22 BI 4.05 23 PV43 3.99 24 P 4.18 25 PB 4.01 26 P 3.97 27 P 3.94 28 P 3.93 29 P 3.96 30 P 4.05 31 BPAVIMENTO 4.05 32 BPAVIMENTO 3.95 33 P 3.93 34 P 3.92 35 P 3.97 36 P 3.99 37 P 4.00 38 P 3.99 39 P 4.15 40 PAVIM 4.17 41 PAVIM. 3.95 42 P 4.01 43 P 4.00 44 P 3.98 45 P 3.96 46 P 3.94 47 P 4.01 48 PAVIMENTO 4.16 49 PAVIM 3.98 50 P 3.96 51 P 3.98 52 P 3.98 53 P 4.00 54 P 3.97 55 P 3.92 56 P 4.19 57 PAVIM. 4.03 58 P 4.00 59 P 4.02 60 P 4.04 61 P 4.04 62 P 3.94 63 BP NIVEL REJILLA H VAR cm GRAVILLA EXISTENTE DECANTADORA VAR N.FREATICO H-25 CORTE CAMARA LOSA DE HORMIGON MIN 0.5m VAR. PVC C4 d315mm DETALLE CAMARA DECANTACION S/E OFICINAS CALLE ESMERALDA ROL 7-1 BASE TORRE SEÑAL TORRE LUMINARIAS TORRE LUMINARIAS TORRE LUMINARIAS TORRE LUMINARIAS AREA 1 AREA 4 SUP=75400 m 2 PR PR 1 4 PR 6 PR POLIGONO BORDE COSTERO, AREA 3 1 2 3 20 19 RAMPLA MOLO 1 CON PAV. SIN PAV. CON PAV. SIN PAV. CON PAV. 5.109 m2 6 14,1 RELLENO PROYECTADO RELLENO PROYECTADO 1 2 3 4 0 5 17 40,7 TABLESTACAS PROYECTADAS L=60,8 m. L=16 m. L=16 m. 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 8" CODO 90º RL BW 3" FL LJ 3" FL LJ RED CON BW 8" x 4" 8" CODO 90º RL BW 8" CODO 90º RL BW 3" FL LJ 3" FL LJ RED CON BW 8" x 4" TEE BW 6" TEE BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" CODO 45º BW 6" App. 4.999 M2 SECTORES 34/35 101,72 m Linea Quebrada CIERRE INSTALADO TEE BW 6" \A1;132.4718m CODO 45º BW 6" 0.05% MOLO DE ATRAQUE DESTRUIDO MAR CHILENO MAR CHILENO AVENIDA BLANCO ENCALADA sumidero existente sumidero existente sumidero existente sumidero existente sumidero existente sumidero existente sumidero existente CON PAV. area= 5415 m2 CALLE DE ACCESO ADOCRETOS SECTOR area= 8146 m2 N ANILLO Fe. FUNDIDO CÁMARA DECANTADORA GRAVILLA EXISTENTE 125 cm PVC C4 d315mm TAPA TIPO CALZADA losa sitio Cota losa 3.96 Cota losa 3.96 S S E A U A G 3 27 5 S U L V L I A U D=110mm. V R I ESCALA 1:2 DETALLE LOGOTIPO PLACA DE Fe. Fdo. LOGOTIPO PLACA DE Fe. Fdo. D=600mm. U L L S PERFORACION TIPICA D=50mm. PERFORACION U I E S V R A U G A S I V A DETALLE TAPA CIRCULAR TIPO CALZADA escala 1:10 SEGUN DETALLE ANCLADO A TAPA TIPO CALZADA MAR CHILENO 4.258 4.347 0.10% 0.66 % 0.4 % 0.5 % 0.5 % 0.5 % encuentro de adocretos L= 128.4 M PLANTA GENERAL ESCALA 1:75 1 2 3 5 6 7 20 8 18 18 19 4 1 1' 2' 2 3 3' 4 4' 5 5' 6 6' 7 7' 8 8' 9 9' 10' 10 11 11' 12 12' 13 13' 14 14' 15 15' 16' CERCO EXISTENTE COTA PAVIMENTO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM - - 4.28 - 0 - 4.05 - 0.0 - 3.97 - 0.0 - 4.32 - 0.0 - 4.08 - 0.0 - 4.12 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 112.03 - 3.73 - 108.15 - 4.21 - 104.41 - 4.16 - 100.6 - 3.77 - 98.15 - 3.18 - 97.9 - 3.50 4.323 4.361 4.258 4.339 4.347 4.315 4.285 cerco existente cerco existente cerco existente cerco existente cerco existente cerco existente CAMARA DECANTACION PERFIL TRANSVERSAL 2-2' ESCALA H:V=1:10 PERFIL TRANSVERSAL 3-3' ESCALA H:V=1:10 PERFIL TRANSVERSAL 4-4' ESCALA H:V=1:10 PERFIL TRANSVERSAL 5-5' ESCALA H:V=1:10 PERFIL TRANSVERSAL 6-6' ESCALA H:V=1:10 PERFIL TRANSVERSAL 7-7' ESCALA H:V=1:10 34.50 3.99 - 74.65 - 4.37 0.84% 0.95% 1.71% 3.85 31.10 - - - 55.0 4.26 4.63 - 75.0 4.36 4.37 - 98.1 4.24 4.44 CORTE 0.64% 0.50% 1.72% 3.84 27.9 - - - 51.3 4.27 4.26 - 71.3 4.37 4.18 - 94.3 4.25 4.54 0.47% 1.83% 0.50% 0.50% 0.50% 3.96 24.4 - - - 47.5 4.28 4.26 - 67.7 4.38 4.16 - 90.5 4.26 3.93 CORTE 0.50% 0.50% 1.50% 1.30% 4.03 22.0 - - - 45.0 4.29 4.26 - 65.4 4.39 4.14 - 87.9 4.27 3.69 COTA PAVIMENTO COTA SUM EXIS. DIST. ACUM 0 - 4.39 TOPOGRAFIA DIC.2013 115.65 - 4.15 cerco existente PERFIL TRANSVERSAL 1-1' ESCALA H:V=1:10 38.0 4.20 - 0.5% 0.18% 71.45 - 4.32 0.38% COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM - 0.0 - 4.03 TOPOGRAFIA DIC.2013 - 90.5 - 3.96 cerco existente PERFIL TRANSVERSAL 10-10' ESCALA H:V=1:10 COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM - 0.0 - 4.23 TOPOGRAFIA DIC.2013 - 97.7 - 3.55 cerco existente PERFIL TRANSVERSAL 8-8' ESCALA H:V=1:10 COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM - 0.0 - 4.03 TOPOGRAFIA DIC.2013 - 99.5 - 3.96 cerco existente PERFIL TRANSVERSAL 9-9' ESCALA H:V=1:10 COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM COTA PAVIMENTO COTA ADOCRETO COTA SUM EXIS. DIST. ACUM - 0.0 - 4.02 - 0.0 - 3.84 - 0.0 - 3.70 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 - 90.15 - 3.96 - 95.0 - 3.96 - 97.0 3.96 - cerco existente cerco existente cerco existente PERFIL TRANSVERSAL 11-11' ESCALA H:V=1:10 PERFIL TRANSVERSAL 12-12' ESCALA H:V=1:10 PERFIL TRANSVERSAL 13-13' ESCALA H:V=1:10 COTA PAVIMENTO COTA ADOCRETO DIST. ACUM COTA PAVIMENTO COTA ADOCRETO DIST. ACUM COTA PAVIMENTO COTA ADOCRETO DIST. ACUM 0.0 3.93 3.48 0.0 4.36 4.37 0.0 3.87 3.87 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 TOPOGRAFIA DIC.2013 125.4 4.42 4.10 cerco existente PERFIL TRANSVERSAL 14-14' ESCALA H:V=1:10 PERFIL LONGITUDINAL 15-15' ESCALA H:V=1:10 PERFIL LONGITUDINAL 16-16' ESCALA H:V=1:10 0.50% 0.50% 1.13% 0.22% 4.01 22.6 - - - 44.8 4.30 4.29 - 65.5 4.40 4.09 - 87.7 4.28 3.88 0.50% 0.50% 1.26% 0.49% CORTAR PAVIMENTO 4.0 22.0 - - - 44.4 4.315 4.21 - 65.4 4.42 4.10 - 87.5 4.295 3.53 0.50% 0.50% 0.94% 1.05% 4.02 20.0 - - - 58.4 3.87 3.87 - 83.5 3.96 3.96 losa sitio RELLENO RELLENO RELLENO 0.36% 0.10% 0.05% 3.97 14.85 - - - 44.2 3.92 3.92 - 53.6 3.85 - - 78.8 3.96 3.96 losa sitio 0.43% 0.70% 0.75% 0.40% 3.90 14.0 - - - 17.0 3.99 3.99 - 53.0 3.83 3.89 - 78.5 3.96 3.96 losa sitio 0.51% 0.45% 0.21% 0.36 % 3.81 14.0 - - - 16.75 3.97 4.00 - 53.5 3.81 3.86 - 79.0 3.96 3.96 losa sitio 0.59% 0.21% 0.45% 0.70% 0.43 % 0.45% 0.51% 0.45% 0.59% \A1;6.42m - 15.8 - 3.62 - 18.7 3.86 3.86 - 55.3 3.79 3.76 - 81.0 3.96 3.96 losa sitio 0.66% 0.20% 0.51% 0.20% 57.25 3.75 3.18 83.0 3.96 3.96 99.0 - 3.96 losa sitio 0.31% 0.82% 25.0 4.37 4.18 50.0 4.38 4.16 75.0 4.39 4.14 100.0 4.40 4.09 0.05% 25.0 3.86 3.89 50.0 3.83 3.89 75.0 3.81 3.86 100.0 3.79 3.76 125.0 3.75 3.18 128.38 3.74 2.85 16 0.1% 0.31% 0.82 % 0.95 % 1.71 % 0.18 % 0.38 % 0.5 % 0.10% 0.10% PR 5 Punto COORDENADAS U.T.M. PR'S Norte Este Cota 1 2 4 6 5 668861.946 5935091.583 668875.305 5935310.119 668933.737 5935465.745 668959.393 5935228.059 4.226 4.240 5.070 4.268 Punto COORDENADAS U.T.M. PERFILES Norte Este Cota 1 5 10 camara 15 668849.365 5935263.675 668881.749 5935359.457 668899.724 5935464.844 668939.296 5935297.911 668939.883 5935573.896 4.39 4.36 4.03 4.32 3.74 1 668785.572 5935195.308 4.984 solucion pavimento-adocreto tipologia 1 PAVIMENTO E:20 CM PEND VAR. AJUSTAR ADOCRETO A PAVIMENTO EXISTENTE PEND. VARIABLE TAPA CIRCULAR TIPO CALZADA PVC C4 d315mm VAR. MIN 0.5m CÁMARA DECANTADORA 0.4m DM d10@15 125 32.5 32.5 60 TAPA CIRCULAR TIPO CALZADA 0.3m 20 H VAR PVC C4 d315mm EMPLANTILLADO 170 Kg. cem/m3 espesor: 5 cm ESCALINES Fe. Galv. PERFILES TRANSVERSALES Y LONGITUDINALES ESC: 1:75 N.P.T. 3.74 RELLENO RELLENO RELLENO corte PAVIMENTO E:20 CM PEND VAR. solucion encuentro PEND. VARIABLE 5 5 PAVIMENTO E:20 CM PEND VAR. AJUSTAR ADOCRETO PEND. VARIABLE solucion pavimento-adocreto tipologia 2 PAVIMENTO E:20 CM PEND VAR. solucion encuentro PEND. VARIABLE 5 5 a pavimento existente cordon longitudinal h-25 PEND VAR. PEND VAR. PEND VAR. encuentro de adocretos PEND VAR. perfil 3-3' a 8-8' encuentro de adocretos perfil 10-10' a 14-14' 0.10 % confinamiento de hormigon cordon longitudinal h-25 confinamiento de hormigon 5

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bad, detailed, drawn, DWG, kläranlage, longitudinal, profiles, rain, rainwater, section, speed, system, transverse, treatment plant, water