Fractionation DWG Detail for AutoCAD

Fractionation DWG Detail for AutoCAD

Plano fractionation detail both urban sanitary facilities such as hydraulic

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

Fernando ferrer delgado, sidewalk, Batch parameter, Batch parameter, N.p.t, sidewalk, Gardener, Location of regilla on curb of the sidewalk, Triangular gutter, Triangular gutter, House pipe, Stalls, Elbow pvc of mm, Fiber cement slant of mm. from, External masonry pipe, Minimum slope cm, sidewalk, Batch parameter, Batch parameter, N.p.t, sidewalk, Location of regilla on curb of the sidewalk, Triangular gutter, Triangular gutter, House pipe, Stalls, Elbow pvc of mm, Fiber cement slant of mm. from, External masonry pipe, Minimum slope cm, plant, Slab of cm, Partition with, Well, Of the depth, Variable height for, Stone masonry, With cement mortar, Prop. Esp. Minimum cm, Flattened, Diam. Inner tube, Trench width, Diam. Inner tube, Trench width, Direction of flow, Home connections, Cople, Garrison, Slant, elbow, Wall facing, Stalls, Exterior masonry, cut, unscaled, Partition wall, Mortar flange, Flattened, Prop. Esp. Minimum cm, Steps, flabby, Variable height for, Of the depth, Well, Fluffy brooch, Red brick, Flattened, Prop. Esp. Minimum cm, Steps, flabby, sidewalk, Batch parameter, Batch parameter, N.p.t, sidewalk, Location of regilla on curb of the sidewalk, Triangular gutter, Triangular gutter, Connecting line the drain line, Spaces of cm, plant, Cm spaces c.a.c, cut, top, plant, curb, cut, Concrete reinforced concrete, Drainage line, manhole, Biological plant, Black water treatment, Length pendant diameter, Well number, Well height, Interior with mortar, Flattened log, Box with mortar joint for, Discharge mm mm., Ringed with mortar joint of mm., Simple concrete tube, Home discharge, registry, Trench bottom with slope, Towards the line of distribution, Neck of, goose, line of, distribution, Components of a, Take home, Clamp coupling, Insertion valve, High-pressure polyethylene tube, Thermofusionable density, Average length of meters, note:, For quotation effect, It was not considered the picture, Meter, Cm min., Tee. Fo., A.c. Of fo Fo., Elbow of fo Fo., Gibault board, Tee. Fo., side, In cm., By dock, volume, side, In cm., height, In cm., Inches, Millimeters, Diam. Nominal of the piece esp., Triangular gutter, angle of, Anchor wire rod, Mortar for slope, Thick grid, registry, asphalt, Road agricultural road, Closeness, Close to the owner, Autonomous University of Tabasco, Urban design of, Key number:, Meters, Quotas, scale, Location:, student:, flat:, draft:, teacher:, Lic. In architecture, Academic division of, Architectural engineering, Daia, orientation, observations:, A fractionation, Cartography of, Site analysis, north, Closeness, Close to the owner, Of the property, Lots of, Of lots:, Biological wastewater treatment, elevated tank, Trench details, section, Spaces of cm, plant, Cm spaces c.a.c, cut, top, plant, curb, cut, Concrete reinforced concrete, Drainage line, manhole, Biological plant, Black water treatment, Length pendant diameter, Well number, Well height, Well with adidas fall, Headboard, Common type well, Symbology, Road agricultural road, Closeness, Close to the owner, Autonomous University of Tabasco, Urban design of, Key number:, Meters, Quotas, scale, Location:, student:, flat:, draft:, teacher:, Lic. In architecture, Academic division of, Architectural engineering, Daia, orientation, observations:, A fractionation, Cartography of, Site analysis, north, Closeness, Close to the owner, Of the property, Lots of, Of lots:, Biological wastewater treatment, elevated tank, Symbology, High tank feed line, principal line, Secondary line, High tank feed line, Length in meters, Sectional valve, Number of cruises, elevated tank, Home taking detail, Drainage network design, Design of the drinking water network, Mm a.c., A.c. Mm, Network cruises, Trench width, Road agricultural road, Closeness, Close to the owner, Autonomous University of Tabasco, Urban design of, Key number:, Meters, Quotas, scale, Location:, student:, flat:, draft:, teacher:, Lic. In architecture, Academic division of, Architectural engineering, Daia, orientation, observations:, A fractionation, Cartography of, Site analysis, north, Closeness, Close to the owner, Of the property, Lots of, Of lots:, Biological wastewater treatment, elevated tank, Symbology, Network design

Raw text data extracted from CAD file:

10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.69 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 12.32 8.31 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 22.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 17.88 15.88 20.10 20.00 13.87 7.67 16.83 17.67 8.51 22.00 22.00 20.69 22.70 20.69 15.66 43.18 20.10 10.32 20.00 20.00 10.32 20.10 20.10 15.13 15.13 13.12 17.14 20.10 20.10 10.32 19.48 22.00 3.99 13.15 22.00 11.16 20.32 22.00 6.67 15.83 16.67 7.51 22.00 14.84 23.99 22.00 23.04 14.54 13.83 12.86 32.54 7.67 FERNANDO FERRER DELGADO 1998 10.00 20.00 10.00 10.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 15.66 15.38 22.70 15.38 \A1;1.00 \A1;0.15 \A1;1.50 \A1;1.00 \A1;0.15 \A1;0.10 \A1;1.50 \A1;0.06 \A1;1.00 \A1;1.00 BANQUETA PARAMETRO DEL LOTE -1197.485969985686 PARAMETRO DEL LOTE -1197.485969985686 -1197.485969985686 -1197.485969985686 -1197.485969985686 -1197.485969985686 -1197.485969985686 N.P.T + 0.00 BANQUETA JARDINERA JARDINERA -1197.485969985686 Ubicacion de regilla sobre pretil de la banqueta Cuneta triangular -1197.485969985686 -1197.485969985686 Cuneta triangular R TUBERIA DOMICILIARIA ATARJEA Codo 45 pvc de 150 mm Slant de fibrocemento de 150 mm. de d Albañal exterio tuberia clase "b" de 150 mm de d PENDIENTE MINIMA 1% o 15 cm (6") \A1;15.50 \A1;10.33 \A1;1.55 \A1;10.35 \A1;1.03 \A1;0.61 \A1;10.35 BANQUETA PARAMETRO DEL LOTE -367.8350879262196 PARAMETRO DEL LOTE -367.8350879262196 -367.8350879262196 -367.8350879262196 N.P.T + 0.00 BANQUETA -367.8350879262196 Ubicacion de regilla sobre pretil de la banqueta Cuneta triangular -367.8350879262196 -367.8350879262196 Cuneta triangular R TUBERIA DOMICILIARIA ATARJEA Codo 45 pvc de 150 mm Slant de fibrocemento de 150 mm. de d Albañal exterio tuberia clase "b" de 150 mm de d PENDIENTE MINIMA 1% o 15 cm (6") C B \A1;1.76 PLANTA C B \A1;1.76 E 1.80 0.60 LOSA DE 10 A 20 cm -14092.61195408904 TABIQUE JUNTADO CON MORTERO^J 1:3 DEL POZO DE VISITA AJSTE DE LA PROFUNDIDAD E= ALTURA VARIABLE PARA -14092.61195408904 -14092.61195408904 C O R T E C - C´ MAMPOSTERIA DE PIEDRA CON MORTERO CEMENTO 1 : 3 1.80 -14087.65281847439 PROP. 1:4, ESP. MINIMO 1 CM APLANADO CEMENTO-ARENA C O R T E B - B´ 1.20 H B DIAM. INTERIOR TUBO (cm.) ANCHO DE ZANJA B (cm.) 15 20 25 30 60 65 70 80 H B DIAM. INTERIOR TUBO (cm.) ANCHO DE ZANJA B (cm.) 20 30 65 80 DIRECCION DEL FLUJO CONEXIONES DOMICILIARIAS COPLE GUARNICION SLANT CODO 45 PARAMENTO DE MURO P R E D I O ATARJEA ALBAÑAL EXTERIOR V I S T A B - B A A 0.60 0.20 A 0.20 0.30 0.40 1.80 E -500.0648089189554 CORTE A-A SIN ESCALA -500.0648089189554 -500.0648089189554 -500.0648089189554 -500.0648089189554 -500.0648089189554 PEDACERIA DE TABIQUE CHAFLAN DE MORTERO CEMENTO-ARENA -500.0648089189554 APLANADO CEMENTO-ARENA PROP. 1:4, ESP. MINIMO 1 CM ESCALONES FoFo E= ALTURA VARIABLE PARA AJSTE DE LA PROFUNDIDAD DEL POZO DE VISITA BROCAL DE FoFo -500.0648089189554 TABIQUE ROJO RECOCIDO TIPO "COLA DE PATO" APLANADO CEMENTO-ARENA PROP. 1:4, ESP. MINIMO 1 CM ESCALONES FoFo \A1;1.03 \A1;0.61 \A1;10.35 BANQUETA PARAMETRO DEL LOTE -779.0371031016964 PARAMETRO DEL LOTE N.P.T + 0.00 BANQUETA -779.0371031016964 Ubicacion de regilla sobre pretil de la banqueta Cuneta triangular -779.0371031016964 Cuneta triangular R TUBERIA DE CONEXION A LA LINEA DEL DRENAJE A1 A1 C5 A4 A2 A4 11.5 4 11.5 4 79 3 ESPACIOS DE 16 CM PLANTA 14.5 C4 A2 A3 2.5 A1 A2 A3 C4 2.5 8 ESPACIOS DE 8 CM C.A.C CORTE A - A TAPA B1 A4 C5 C5 A4 B1 C4 A A D1 C1 C3 C2 C2 A2 A 5 5 10 120 60 10 5 5 10 PLANTA 5 C1 D1 5 C2 C1 BROCAL C3 14.5 A 10 D1 CORTE A - A C3 BROCAL DE CONCRETO ARMADO LINEA DE DRENAJE POZO DE VISITA PLANTA BIOLOGICA TRATAMIENTO DE AGUA NEGRA LONGITUD (MTS)- PENDIENTE - DIAMETRO (CMS) 35.45 - 2 - 30 PV -8 NUMERO DE POZO DE VISITA 1.20 ALTURA DE POZO INTERIOR CON MORTERO CEMENTO-ARENA 1:3 REGISTRO DE TABIQUE, APLANADO CAJA DE CONCRETO, CON JUNTA DE MORTERO PARA DESCARGA DOMICILIARIA DE 200 mm x 150 mm. \A1;0.60 m ANILLADO CON JUNTA DE MORTERO DE 150 mm. TUBO DE CONCRETO SIMPLE DESCARGA DOMICILIARIA REGISTRO S/E 10.00 20.00 10.00 10.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 22.70 15.66 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.69 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 15.66 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 12.32 8.31 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 22.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 15.38 15.38 10.00 20.00 20.00 10.00 20.00 20.00 17.88 15.88 20.10 20.00 13.87 7.67 16.83 17.67 8.51 22.00 22.00 20.69 22.70 20.69 20.10 10.32 20.00 20.00 10.32 20.10 20.10 15.13 15.13 13.12 17.14 20.10 20.10 10.32 19.48 22.00 3.99 13.15 22.00 11.16 20.32 22.00 6.67 15.83 16.67 7.51 22.00 14.84 23.99 22.00 23.04 14.54 13.83 12.86 32.54 7.67 B A N Q U E T A FONDO DE LA ZANJA CON INCLINACION HACIA LA LINEA DE DISTRIBUCION CUELLO DE GANSO A R R O L L O LINEA DE DISTRIBUCION COMPONENTES DE UNA TOMA DOMICILIARIA 1 ABRAZADERA ó ACOPLAMIENTO 2 VALVULA DE INSERCION 3 TUBO DE POLIETILENO DE ALTA DENSIDAD RD-9 TERMOFUSIONABLE LONGITUD PROMEDIO DE TUBERIA= 9 mts. NOTA: PARA EFECTO DE COTIZACION NO SE CONSIDERO EL CUADRO DE MEDIDOR 1 3 2 50 cm min. 50 cm min. A B B B TEE Y TAPA CIEGA DE Fo. Fo. A A B B TUBO A.C. O DE Fo. Fo. CODO DE Fo. Fo. JUNTA GIBAULT TEE DE Fo. Fo. 3 LADO "B" EN CM. 0.036 30 POR ATRAQUE VOLUMEN (CM ) LADO "A" EN CM. ALTURA EN CM. 30 40 PULGADAS 6" 152 MILIMETROS DIAM. NOMINAL DE LA PIEZA ESP. F I G . 3 F I G . 2 F I G . 4 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.69 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 15.66 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 12.32 8.31 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 22.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 10.00 20.00 20.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 10.00 10.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 10.00 20.00 20.00 10.00 20.00 20.00 22.70 15.66 10.00 20.00 20.00 10.00 20.00 20.00 17.88 15.88 20.10 20.00 13.87 7.67 16.83 17.67 8.51 22.00 22.00 20.69 22.70 20.69 20.10 10.32 20.00 20.00 10.32 20.10 20.10 15.13 15.13 13.12 17.14 20.10 20.10 10.32 19.48 22.00 3.99 13.15 22.00 11.16 20.32 22.00 6.67 15.83 16.67 7.51 22.00 14.84 23.99 22.00 23.04 14.54 13.83 12.86 32.54 7.67 15.38 15.38 13.23 m CUNETA TRIANGULAR B A N Q U E T A R E J I L L A U B I C A C I O N D E R E J I L L A E N B A N Q U E T A A C E R A T = 1 . 0 0 M -2009708.210838326 r e j i l l a \A1;0.20 \A1;1.00 angulo de 1"x1/2" ancla de alambron de 1/4" mortero para dar pendiente rejilla de 1/2" de espesor REGISTRO Asfalto \A1;0.15 \A1;0.30 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.05 4 CALLE CAMINO AGRARIO COLINDANCIA COLINDANCIA DEL MISMO PROPIETARIO UNIVERSIDAD JUAREZ AUTONOMA DE TABASCO Diseño Urbano de CLAVE Y NUMERO: * METROS COTAS ESCALA UBICACION: ALUMNO: PLANO: PROYECTO: PROFESOR: LIC. EN ARQUITECTURA DIVISION ACADEMICA DE INGENIERIA Y ARQUITECTURA DAIA A U U A D D J D A U A L D V I N R E " S E T U I D O S I N E T O N O E U L F N Z R E A C C A A E N A O I M " A T B A O S C ORIENTACION OBSERVACIONES: un Fraccionamiento Cartografía de Análisis de Sitio Norte COLINDANCIA (C) COLINDANCIA DEL MISMO PROPIETARIO (A) \T1.2;SUPERFICIE DEL PREDIO \Q8;\T1.4;\C5;56696.7844M2 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 22\H5.0226x;\C256; 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 19\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 8\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 5 5\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 12\H5.0226x;\C256; 5 5 5 11\H5.0226x;\C256; 5 5 5 10\H5.0226x;\C256; 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 lotes de 10x20 m # de lotes: 129 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 5 5 5 5 7982.98 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; \W7.01480; TRATAMIENTO DE AGUAS NEGRAS \W8.65431; BIOLOGICO 3\H5.0226x;\C256; 5 5 5 12\H5.0226x;\C256; 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 54.35 - 2 - 20 54.35 - 2 - 20 51.18 - 2 - 20 51.18 - 2 - 20 48.00 - 2 - 20 48.00 - 2 - 20 50.50 - 2 - 20 48.30 - 2 - 20 45.72 - 2 - 20 45.72 - 2 - 20 41.40 - 2 - 20 41.40 - 2 - 20 46.76 - 2 - 20 33.56 - 2 - 20 33.56 - 2 - 20 45.00 - 2 - 20 45.00 - 2 - 20 55.45 - 2 - 20 55.45 - 2 - 20 48.42 - 2 - 30 48.00 - 2 - 30 47.80 - 2 - 30 48.00 - 2 - 30 48.00 - 2 - 30 51.00 - 2 - 30 39.72 - 2 - 20 25.21 - 2 - 20 61 . 00 - 2 - 30 \W9.43641; TANQUE ELEVADO PV-05 PV-01 PV-02 PV-03 PV-04 PV-06 PV-07 PV-08 PV-09 PV-10 PV-11 PV-12 PV-13 PV-14 PV-15 PV-16 PV-17 PV-18 PV-19 PV-20 PV-21 PV-22 PV-23 PV-24 PV-25 PV-26 PV-27 PV-28 1.20 1.26 1.32 1.20 1.26 1.26 1.26 1.26 1.26 1.26 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.26 1.26 1.26 1.32 1.38 1.44 1.60 1.66 1.70 A A´ DETALLES DE ZANJA SECCION A-A´ A1 A1 C5 A4 A2 A4 11.5 4 11.5 4 79 3 ESPACIOS DE 16 CM PLANTA 14.5 C4 A2 A3 2.5 A1 A2 A3 C4 2.5 8 ESPACIOS DE 8 CM C.A.C CORTE A - A TAPA B1 A4 C5 C5 A4 B1 C4 A A D1 C1 C3 C2 C2 A2 A 5 5 10 120 60 10 5 5 10 PLANTA 5 C1 D1 5 C2 C1 BROCAL C3 14.5 10 D1 CORTE A - A C3 BROCAL DE CONCRETO ARMADO LINEA DE DRENAJE POZO DE VISITA PLANTA BIOLOGICA TRATAMIENTO DE AGUA NEGRA LONGITUD (MTS)- PENDIENTE - DIAMETRO (CMS) 35.45 - 2 - 30 PV -8 NUMERO DE POZO DE VISITA 1.20 ALTURA DE POZO POZO CON CAIDA ADOSADO POZO CABECERO POZO TIPO COMUN SIMBOLOGIA 4 CALLE CAMINO AGRARIO COLINDANCIA COLINDANCIA DEL MISMO PROPIETARIO UNIVERSIDAD JUAREZ AUTONOMA DE TABASCO Diseño Urbano de CLAVE Y NUMERO: * METROS COTAS ESCALA UBICACION: ALUMNO: PLANO: PROYECTO: PROFESOR: LIC. EN ARQUITECTURA DIVISION ACADEMICA DE INGENIERIA Y ARQUITECTURA DAIA A U U A D D J D A U A L D V I N R E " S E T U I D O S I N E T O N O E U L F N Z R E A C C A A E N A O I M " A T B A O S C ORIENTACION OBSERVACIONES: un Fraccionamiento Cartografía de Análisis de Sitio Norte COLINDANCIA (C) COLINDANCIA DEL MISMO PROPIETARIO (A) \T1.2;SUPERFICIE DEL PREDIO \Q8;\T1.4;\C5;56696.7844M2 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 22\H5.0226x;\C256; 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 19\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 8\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 5 5\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 12\H5.0226x;\C256; 5 5 5 11\H5.0226x;\C256; 5 5 5 10\H5.0226x;\C256; 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 lotes de 10x20 m # de lotes: 129 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 5 5 5 5 7982.98 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; \W7.01480; TRATAMIENTO DE AGUAS NEGRAS \W8.65431; BIOLOGICO 3\H5.0226x;\C256; 5 5 5 12\H5.0226x;\C256; 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 L = 1 2 2 . 00 M \W9.43641; TANQUE ELEVADO 1.66 SIMBOLOGIA LINEA DE ALIMENTACION DEL TANQUE ELEVADO 1 2 3 4 5 6 7 8 L = 9 9 . 80 M L = 7 4 . 56 M L = 5 1 . 34 M L = 2 9 . 60 M L = 4 3 . 40 M L = 9 2 . 97 M L = 1 0 0 . 25 M L = 1 0 5 . 97 M L = 1 1 0 . 97 M L = 1 1 5 . 97 M L = 1 2 0 . 97 M L = 5 9 . 37 M L = 4 9 . 50 M L = 4 9 . 50 M L = 4 9 . 50 M L = 4 9 . 50 M L = 4 9 . 50 M L = 4 9 . 50 M L = 1 7 . 00 M LINEA PRINCIPAL 12" 5 LINEA SECUNDARIA 6" LINEA DE ALIMENTACION AL TANQUE ELEVADO L= 7 . 56 M LONGITUD EN METROS VALVULA DE SECCIONAMIENTO NUMERO DE CRUCEROS TANQUE ELEVADO DETALLE DE TOMA DOMICILIARIA DISEÑO DE LA RED DE DRENAJE DISEÑO DE LA RED DE AGUA POTABLE 22° 305 MM A.C. A.C. 305 MM M T-2 T-2 12" 12" 8 09 12" 12" 12" 12" 12" 12" 12" 1 CRUCEROS DE LA RED M 9 A T R A Q U E S ANCHO DE ZANJAS 12" 12" 7 12" 12" 12" 12" 5 6 3 2 4 4 CALLE CAMINO AGRARIO COLINDANCIA COLINDANCIA DEL MISMO PROPIETARIO UNIVERSIDAD JUAREZ AUTONOMA DE TABASCO Diseño Urbano de CLAVE Y NUMERO: * METROS COTAS ESCALA UBICACION: ALUMNO: PLANO: PROYECTO: PROFESOR: LIC. EN ARQUITECTURA DIVISION ACADEMICA DE INGENIERIA Y ARQUITECTURA DAIA A U U A D D J D A U A L D V I N R E " S E T U I D O S I N E T O N O E U L F N Z R E A C C A A E N A O I M " A T B A O S C ORIENTACION OBSERVACIONES: un Fraccionamiento Cartografía de Análisis de Sitio Norte COLINDANCIA (C) COLINDANCIA DEL MISMO PROPIETARIO (A) \T1.2;SUPERFICIE DEL PREDIO \Q8;\T1.4;\C5;56696.7844M2 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 22\H5.0226x;\C256; 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 19\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 8\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 5 5 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 5 5\H5.0226x;\C256; 1\H5.0226x;\C256; 5 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 12\H5.0226x;\C256; 5 5 5 11\H5.0226x;\C256; 5 5 5 10\H5.0226x;\C256; 5 5 5 9\H5.0226x;\C256; 5 10\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 8\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 lotes de 10x20 m # de lotes: 129 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 17\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 18\H5.0226x;\C256; 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 16\H5.0226x;\C256; 5 5 5 5 15\H5.0226x;\C256; 5 5 5 5 13\H5.0226x;\C256; 5 5 5 5 14\H5.0226x;\C256; 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 21\H5.0226x;\C256; 5 5 5 5 5 5 5 5 7982.98 1\H5.0226x;\C256; 5 5 5 5 2\H5.0226x;\C256; 5 5 5 5 3\H5.0226x;\C256; 5 5 5 5 4\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 12\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; \W7.01480; TRATAMIENTO DE AGUAS NEGRAS \W8.65431; BIOLOGICO 3\H5.0226x;\C256; 5 5 5 12\H5.0226x;\C256; 5 5 5 4\H5.0226x;\C256; 5 5 5 5 11\H5.0226x;\C256; 5 5 5 5 5\H5.0226x;\C256; 5 5 5 5 10\H5.0226x;\C256; 5 5 5 5 6\H5.0226x;\C256; 5 5 5 5 9\H5.0226x;\C256; 5 5 5 5 7\H5.0226x;\C256; 5 8\H5.0226x;\C256; 5 5 5 5 5 \W9.43641; TANQUE ELEVADO SIMBOLOGIA DISEÑO DE LA RED DE AGUA PLUVIAL CORTE DE REJILLA \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% \W8.87037; INCLINACION 2% AL-1 AL-2 AL-3 AL-4 AL-5 AL-6 AL-7 AL-10 AL-9 AL-8 AL-11 AL-12 AL-13 AL-14 AL-15 AL-16 AL-17 AL-18 AL-18 AL-19 AL-20 AL-21 AL-22 AL-23 AL-24 AL-25 AL-26 AL-27 AL-28 AL-29 AL-30 DIRECCION DEL AGUA PLUVIAL ALCANTARILLADO SOBRE PERALTE DE BANQUETA NUMERO DE ALCANTARILLAS AL-1 DETALLE DE REGISTRO AGUA PLUVIAL

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, DETAIL, DWG, einrichtungen, facilities, fractionation, gas, gesundheit, hydraulic, l'approvisionnement en eau, la sant, le gaz, lots, machine room, maquinas, maschinenrauminstallations, plano, provision, Sanitary, urban, urbanization, wasser bestimmung, water