Red Water And Sewer Suez Canal DWG Section for AutoCAD

Red Water And Sewer Suez Canal DWG Section for AutoCAD

LOCATION; RED WATER, SEWER SYSTEM; LONGITUDINAL PROFILE; SECTION ROAD BOXES DETAILS

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

Max., Max., Max., Max., AC. San pedro, AC. Saint lucas, AC. Indian, AC. Suez Canal, AC. San pedro, AC. the Kings, AC. San pedro, AC. Saint lucas, AC. Indian, Other purposes, AC. Suez Canal, AC. San pedro, sewerage system, scale, Home connections, Pvc sn dn mm, Home connections, AC. San pedro, AC. Saint lucas, AC. Indian, AC. Suez Canal, AC. San pedro, Water network for human consumption, scale, Home connections, Ml pvc dn mm, Home connections, Tapon dn, Dn dn mm, Existing network, Legend plant existing water network projected water network projected accessories te plug, Accumulated distance, Partial distance, Pvc dn mm, Techniques sanitary sewer cement use will be concrete type body cm concrete ceilings reinforced with reinforced concrete covers with cast iron frame pvc pipe dn series sn type uf. Home pvc dn type uf. Of concrete frame reinforced concrete cap legend plant manifold existing manifold projected in cases where the pvc pipe is not indicated this will be in diameter, Longitudinal profile, scale, Road section, section, scale:, App, Asp, San pedro, AC. Saint lucas, The half-locations of accessories potable water sewer mailboxes are provided by the field staff of the area studies projects, Techniques water potable cement use will be concrete type body cm concrete ceilings reinforced with concrete lids reinforced with cast iron frame pvc pipe dn mm cast iron fittings stoppers pvc reductions domiciliary pvc dn type uf. Concrete frame galvanized iron cover with mm plate, AC. from January, pi. Hope jerusalem neighborhood sector, Recreation park, Public services complementary industrial salable, AC. from January, AC. the Kings, AC. San pedro, Complementary public services other purposes, Public education supplementary services, AC. Saint lucas, AC. Saint Paul, av. Cahuide, AC. Indian, AC. peaceful, Other purposes, AC. Suez Canal, AC. Atlantida, av. Cahuide, AC. Saint Paul, AC. Saint lucas, AC. San pedro, AC. the Kings, pi. Hope jerusalem neighborhood sector, Av.cahuide, Street, Location of the project, scale, Max., note:, Steel reinforcement shall be used in case the bollard exceeds those in vertical horizontal steel., Box detail, scale:, Slope track, Sole, Plastered channel, anchorage, ceiling, top, Max., Max., Detail of typical mailbox, scale:, Slope track, Sole, Plastered channel, anchorage, ceiling, top, Tarragon, Construction gasket, Wall surface, Floor ceiling buzon, Cross-section, Cement type, Anchor f’c, Fc, Concrete classes, scale:, anchorage, wall, ceiling, Mailbox details, Mortar classes, Walls, draft, District municipality of hope, director:, Luis chavez road, scale:, topography, date, Daniel marcelo jacinto, mayor:, sheet, Urban development direction, Division of studies projects, section, Indicated, April, Expansion of potable water networks in the street canal de suez cdra. Of jerusalem sector of the district of hope trujillo la libertad, David tarazona alva

Raw text data extracted from CAD file:

\A1;2.05 \A1;2.00 \A1;3.00 \A1;4.10 \A1;6.60 \A1;4.00 \A1;14.70 \A1;3.30 0.60 max. 1.50 \A1;0.25 .20 .20 \A1;0.30 0.60 max. 1.50 \A1;0.20 .20 .20 .60 .30 .20 .30 .20 .60 .20 1.20 ó 1.50mts .20 .60 .20 0.60 max. \A1;0.20 .20 \A1;H>3.00m \A1;0.20 \A1;0.25 0.60 max. \A1;0.20 .20 \A1;H\U+22643.00m \A1;0.20 .60 R.30 d1.20 ó 1.50mts .20 .20 .20 \A1;0.25 .60 14 17 CA. SAN PEDRO 13 18 CA. SAN LUCAS 29 CA. INDICO CA. CANAL DE SUEZ CA. SAN PEDRO 4.60 15.65 CA. LOS REYES 6 32.00 5.80 5.95 10.25 14 31.20 10.00 5.10 9 8 7 9.05 6.50 5.20 12 11 10 4.85 31.80 31.80 31.75 31.70 5.00 3.65 5.35 5.35 31.15 31.40 31.50 9.55 5.40 5.25 5.00 32.00 10.10 18 17 11.45 9.40 9.35 31.40 31.40 10.50 9.50 31.65 31.65 16 15 10.15 9.60 14 13 10.70 9.90 32.20 10.35 3 10.35 10.45 5 4 30.30 10.50 10.55 9.90 9.75 17 30.30 10.40 5.30 10.35 5.45 4.50 4.90 30.15 10.00 10.25 7 6 10.30 11.85 9 8 30.15 9.40 10.25 9.95 10.15 10.20 9.75 12.10 11.95 29.60 29.50 29.55 29.60 30.10 CA. SAN PEDRO \A1;0.80 6.80 3.45 10.45 31.70 31.60 31.70 10.50 30.90 31.35 10.00 9.70 13 9.15 30.25 10.00 30.10 30.10 17 16 10.10 9.80 5.00 10.00 30.10 30.30 10.00 30.25 30.25 14 13 5.20 9.80 12 11 10.00 10.05 15 30.10 5.30 5.00 10.25 2 1 10.30 6.00 29.45 9.80 4.80 6.30 9.80 10.80 29.50 29.50 9.25 12.55 4 3 7.80 10.90 6 5 29.60 29.40 10.15 10.40 9.30 29.70 10.20 10.55 10.85 18 \A1;3.40 \A1;3.80 29.80 13.05 9.55 29.90 30.00 10 9 8.75 9.95 8 7.60 29.50 10.15 1 30.50 30.00 29.65 4.95 4.95 4 3 30.70 30.65 2 9.90 66.90 7 7.15 7.70 9.40 9.85 10.25 11.00 19 17 30.80 30.70 16B 15 14 30.80 30.80 30.65 30.40 10.00 10.75 5.10 5.20 5.05 5.05 18 16A 12 30.05 30.95 30.60 11 10 30.95 30.85 9.80 9.75 9.70 11.10 13 CA. SAN LUCAS 5.05 8 9.05 11.25 20.90 10 9 10.20 10.05 20.80 21.00 30.70 30.45 16 14 30.40 30.30 30.35 7.40 5.60 9.40 4.85 17 15 13 30.20 30.25 11 10 30.05 30.20 10.05 10.15 10.05 10.35 12 11.55 2 1 20.00 24.95 19.95 11.40 19 18 9.40 9.45 19.95 13.55 9.10 9.05 4 3 9.00 8.75 25.10 25.10 25.00 5 9.00 25.05 11.65 8.45 8.60 8.90 8.70 4.60 4.40 8.95 29 8.90 8.95 8.50 29.70 9.80 5.00 8.10 9.85 30.90 30.75 30.95 9.85 5.90 18 17 CA. INDICO 9 5.25 10.00 10.05 6 7 11.40 1 13.25 8 8.85 9 9.00 21.55 9.15 29.90 20.25 15.65 19.75 20.05 11 20.60 20.60 11.90 10 11.45 14.85 25.00 25.05 15.30 OTROS FINES A= 156.35 m2 CA. CANAL DE SUEZ CA. SAN PEDRO NM RED DE ALCANTARILLADO Escala 1/1,000 88.739 87.289/1.450 8 16.42% 88.065 86.395/1.670 88.281/ 1.560 04 CONEXIONES DOMICILIARIAS 88.065 86.765/1.300 88.215/ 1.850 15.13% 74.50 ml - S=33.28% PVC SN 4 DN 200 mm BE2 BE1 A A 07 CONEXIONES DOMICILIARIAS 89.855 88.105/1.750 88.695/ 1.160 8 23.34% 8 11.17% 90.095 88.895/1.200 89.841 88.731/1.110 88.281/ 1.560 9.19% d 8 7.71% 4.68 % 89.589 87.919/1.670 89.557 87.707/1.050 22.45% 0.97% 25.82% 87.947 86.077/1.870 88.126 86.066/2.060 87.966 86.396/1.570 8 0.02% 7.04% 14 17 CA. SAN PEDRO 13 18 CA. SAN LUCAS 29 CA. INDICO CA. CANAL DE SUEZ CA. SAN PEDRO NM RED DE AGUA PARA CONSUMO HUMANO Escala 1/1,000 04 CONEXIONES DOMICILIARIAS 65.00 ml PVC DN 63 mm A A 07 CONEXIONES DOMICILIARIAS d TAPON DN 63 T DN 110 dn 63 mm RED EXISTENTE d 4" LEYENDA PLANTA RED DE AGUA EXISTENTE RED DE AGUA PROYECTADO ACCESORIOS PROYECTADOS TE TAPON 87 89 1.750 BE1 1.850 DIAMETRO/S (‰) DISTANCIA ACUMULADA (m) DISTANCIA PARCIAL (m) 0.00 74.50 74.50 PVC SN4 DN 200 mm 33.28‰ BE2 86 88 90 88.105 89.855 88.065 86.215 \A1;ESPECIFICACIONES TÉCNICAS ALCANTARILLADO SANITARIO /.....GENERALES -EL CEMENTO A EMPLEAR SERA TIPO V -BUZONES DE CONCRETO f¨c= 210 kg/cm2 CUERPO e= 20.00 cm - TECHOS DE CONCRETO ARMADO f¨c=210kg/cm2 CON FIERRO DE Ø \H0.7x;\S1/2;\H1.4286x;" Y \H0.7x;\S3/8;\H1.4286x;" - TAPAS DE CONCRETO ARMADO f¨c= 350 kg/cm2 CON MARCO DE FIERRO FUNDIDO /........REDES - TUBERÍA PVC DN 200 (8") SERIE SN 4 TIPO UF. /........CONEXIONES DOMICILIARIAS -TUBERÍA PVC DN 160 (6")SERIE 20 TIPO UF. -CAJAS DE CONCRETO f¨c = 175 kg/cm2 - MARCO Y TAPA DE CONCRETO ARMADO f¨c=\H0.99999x;210 Kg/cm2 LEYENDA PLANTA COLECTOR EXISTENTE COLECTOR PROYECTADO /..........NOTA - EN LOS CASOS EN QUE NO SE INDICA EL DN, DE LA TUBERÍA DE PVC , ESTE SERÁ DN 200 (DN= DIAMETRO NOMINAL) PERFIL LONGITUDINAL Escala 1/ 750 T LP SECCION VIAL Sección : A-A Escala: 1/250 APP ASP SAN PEDRO CA. SAN LUCAS 86.765 1.300 88.695 1.160 5 LP 5 5 5 5 5 5 5 T /..........NOTA - LAS MEDIAS , UBICACIONES DE ACCESORIOS Y BUZONES DE ALCANTARILLADO Y AGUA POTABLE SON PROPORCIONADOS POR EL PERSONAL DE CAMPO DEL ÁREA DE ESTUDIOS Y PROYECTOS P \A1;ESPECIFICACIONES TÉCNICAS AGUA POTABLE /.....GENERALES -EL CEMENTO A EMPLEAR SERÁ TIPO V -BUZONES DE CONCRETO f¨c= 210 kg/cm2 CUERPO e= 20.00 cm - TECHOS DE CONCRETO ARMADO f¨c= 210 kg/cm2 CON FIERRO DE \fArabic Typesetting|b0|i0|c0|p66;Ø \H0.7x;\S1/2;\H1.4286x;" Y \H0.7x;\S3/8;\H1.4286x;"\fArial|b0|i0|c0|p34;\H0.99999x; \fArabic Typesetting|b0|i0|c0|p66;- TAPAS DE CONCRETO ARMADO f¨c= 350 kg/cm2 CON MARCO DE FIERRO FUNDIDO /........REDES - TUBERÍA PVC DN 63 mm (\H0.99997x;Ø2"), DN110mm(\H0.99997x;Ø4"). - ACCESORIOS DE FIERRO FUNDIDO - TAPONES Y REDUCCIONES DE PVC ( INYECTADOS). /........CONEXIONES DOMICILIARIAS -TUBERÍA PVC DN 20 (1/2") C-10 TIPO UF. -CAJAS DE CONCRETO f¨c = 175 kg/cm2 - MARCO Y TAPA DE FIERRO GALVANIZADO CON PLACA DE SEGURIDAD, e= 2.00 mm 104.95 85.00 CA. 6 DE ENERO AD5 P.I. LA ESPERANZA SECTOR JERUSALEN BARRIO 4 6 30.10 RECREACION PUBLICA PARQUE A= 4,009.55 m2 4.60 15.65 5.30 18.50 10.00 4 2 30.30 30.20 10.20 9.85 10.00 10.05 5.00 5.25 10.00 6A 6 5 7 25.90 30.00 10.00 5.00 5.25 9.90 10.00 26.05 10.30 10.30 SERVICIOS PUBLICOS COMPLEMENTARIOS INDUSTRIAL VENDIBLE A= 785.25 m2 30.05 30.10 10.00 CA. 6 DE ENERO 11.95 10.00 32.20 30.20 30.10 30.25 10.25 10.00 9.75 15 14 13 30.50 30.50 30.30 30.80 30.70 9.50 9 10.00 10.45 10.45 12 11 10 CA. LOS REYES 9.85 9.95 9.70 3 2 12.75 9.80 6 5 4 10.10 19.80 4.95 6.05 9.75 5.55 2.95 32.00 34.10 5.80 5.15 5.95 10.25 14 9.35 31.20 \A1;0.50 31.60 10.00 5.10 9 8 7 9.05 6.50 5.20 12 11 10 4.85 31.80 31.80 31.75 31.70 5.00 3.65 5.35 5.35 31.15 31.40 31.50 9.55 5.40 5.25 5.00 10.00 32.80 32.85 22 12.00 10.30 1 30.60 11.00 10.70 30.40 32.80 32.80 33.25 32.00 21A 21 20 5.00 6.00 10.10 18 17 11.45 9.40 9.35 31.40 31.40 10.50 9.50 31.65 31.65 16 15 10.15 9.60 14 13 10.70 9.90 32.20 10.35 9.90 3 2 10.35 10.45 5 4 30.30 10.50 10.55 9.90 9.75 17 30.30 10.40 5.30 10.35 5.45 4.50 4.90 30.15 10.00 10.25 7 6 10.30 11.85 9 8 30.15 9.40 10.25 9.95 10.15 10.20 9.75 12.10 11.95 29.60 29.50 29.55 29.60 30.10 CA. SAN PEDRO 30.40 \A1;2.50 \A1;0.80 6.80 3.45 10.45 4.95 5.20 10.25 2A 2 1 29.80 29.80 29.80 12.35 10.45 5.10 5.20 10.40 29.80 30.50 10.00 10.05 4 3 5 29.85 29.85 6.95 10.90 10.05 9.90 29.10 28.90 8.70 10.00 10.50 3 28.65 30.00 10.00 11.40 31.20 30.90 31.25 16 15 11.20 11.40 31.30 31.30 31.25 32.50 31.80 32.20 14 13 6.95 10.00 12 11 10.40 10.30 2 1 10.00 11.30 31.70 31.60 31.70 10.50 4 3 10.15 10.05 6 5 8.95 9.90 30.90 31.35 10.00 30.50 30.75 9.70 13 31.30 31.50 10 9 10.95 10.30 65.80 8 7 9.50 10.30 30.35 30.40 65.70 1 9.15 30.25 10.00 30.10 30.10 17 16 10.10 9.80 5.00 10.00 30.10 30.30 10.00 30.25 30.25 14 13 5.20 9.80 12 11 10.00 10.05 15 30.10 5.30 5.00 10.25 2 1 10.30 6.00 29.45 9.80 4.80 6.30 9.80 10.80 29.50 29.50 9.25 12.55 4 3 7.80 10.90 6 5 29.60 29.40 10.15 10.40 9.30 29.70 10.20 10.55 10.85 18 \A1;3.40 \A1;3.80 29.80 13.05 9.55 29.90 30.00 68.40 10 9 8.75 12 9.95 8 7.60 29.50 10.15 1 30.50 30.00 29.65 4.95 4.95 9.05 4 3 30.70 30.70 30.65 7 6 19 30.20 30.50 5 9.80 2 9.90 66.90 7 7.15 7.70 9.40 9.85 SERVICIOS PUBLICOS COMPLEMENTARIOS OTROS FINES A= 4,584.35 m2 10.25 146.00 5 SERVICIOS PUBLICOS COMPLEMENTARIOS EDUCACION A= 13,694.10 m2 69.85 8 34.05 34.00 30.40 1 9.95 31.20 31.00 90.75 3 2 10.00 10.15 31.20 31.20 10.25 4 10.10 61.55 8 6.00 6.00 35.60 10.00 5.85 9.30 4.05 30.25 10.20 10 29.75 30.60 11.40 11.00 19 9 25.00 10.65 25.95 4 11.45 10.40 9.30 4.50 11.00 4.90 9.00 6 5 11.50 1 10.85 10.85 21.15 21.05 21.15 7 8 9.30 9.15 22 12.00 12.00 21 19.45 8.85 8.90 9.85 20.00 20.00 19.35 19.55 17 30.80 30.70 16B 15 14 30.80 30.80 30.65 30.40 10.00 10.75 5.10 5.20 5.05 5.05 18 16A 12 30.05 30.95 30.60 11 10 30.95 30.85 9.80 9.75 9.70 11.10 13 CA. SAN LUCAS 3 2 10.00 11.15 25.35 25.15 23.25 6 5 4 5.05 4.80 9.95 25.45 25.35 27.65 27.30 10.15 6.70 \A1;0.20 \A1;3.15 \A1;1.70 4.35 \A1;1.95 \A1;2.10 \A1;1.70 7.00 4.95 5.25 10.00 3.80 6.20 8.40 \A1;2.30 4.45 \A1;2.55 8 7 9.05 11.25 20.90 25.40 24.95 10 9 10.20 10.05 20.80 21.00 4.75 9.30 11.65 8.60 8.60 9.15 3.85 11 20.35 10.40 9.95 12 20.15 8.95 \A1;0.55 9.10 30 30.70 18.70 11 9.45 7.30 10 10.90 10.40 7.75 7.95 7.95 8.20 4 3 2 8.00 5 11.05 9 10.55 20 19.70 20.00 10.90 6 10.95 1 9.60 25.10 24.65 20.05 20.10 20.00 20.05 35.20 35.60 32 36.00 10.50 9.00 \A1;0.90 \A1;0.25 5.60 8.95 10.00 9.55 3.35 6.95 7.75 9.55 8 10.85 9.85 27 7.75 9 8.95 9.80 10 26 7.45 10.15 25 7.85 20.60 20.15 20.05 19.90 7 21.90 10.95 10.85 19 8.80 11.35 17 16 7.80 9.75 18 8.75 10.00 5.00 25.50 3 2A 8.40 7.50 4 6 5 8.00 15 14 11.90 8.45 8.75 13 20.30 20.30 11.30 10.10 8.00 8 24.95 25.00 7 10.10 10.05 9 24.85 24.90 10 CA. SAN PABLO 4.95 10.80 30.15 7.60 10.30 36.40 36.60 33 7.00 30.05 30.00 10.10 9.75 10.95 7.15 7.95 8.00 19A 15.90 30.10 7.90 9.80 36.05 7.40 10.10 9.90 11 29.80 8.20 29.65 4.40 8.00 36.85 5.00 4.80 12.25 7.85 13 12 7.65 29.70 14 20.10 29.90 8.00 3.65 36.25 25.30 25.95 25.95 2 5.00 5.05 9.25 24.55 24.45 24.15 25.05 25.45 25.25 22.80 24.90 24.45 8.75 9.25 9.55 7.15 20.90 14.70 15.00 24.75 24.85 24 9.90 12A 13.75 25.10 25.10 25.00 23 22 9.95 9.95 21 20 19 1.95 7.65 5.65 20.70 20.65 7.75 AV. CAHUIDE 24.85 24.85 24.85 24.85 17 18 16 8.00 5.40 4.85 20.10 13.40 20.20 15 13.40 11 36.10 36.10 5.60 5.75 36.55 36.30 5.85 11.40 11.45 30.45 16 14 30.40 30.30 30.35 7.40 5.60 9.40 4.85 17 15 13 30.20 30.25 11 10 30.05 30.20 10.05 10.15 10.05 10.35 12 11.55 2 1 20.00 24.95 19.95 11.40 19 18 9.40 8.30 9.45 19.95 13.55 19.90 8.55 17 9.10 9.05 4 3 9.00 8.75 25.10 25.10 25.00 5 9.00 25.05 11.65 8.45 8.60 8.90 8.70 4.60 4.40 8.95 29 8.90 8.95 8.50 29.70 9.80 5.00 8.10 9.85 30.90 30.75 30.95 9.85 5.90 18 17 CA. INDICO 9 4.60 5.25 \A1;1.05 3.20 10.00 \A1;2.00 8.00 1.05 9.65 10.00 9.05 30.95 31.95 10.00 4.05 16 15 30.95 30.70 13 12 14 10.05 6 7 11.40 1 13.25 8 8.85 9 9.00 21.80 21.55 36.70 12.70 9.15 2 10.70 6.45 10.65 32.70 33.00 35.80 6 5 4 32.00 32.55 3 11.00 10.00 9.45 9.75 29.90 20.25 15.65 19.75 20.05 16 11.70 15 20.20 11.50 8.35 20.25 25.05 10.00 25.20 25.45 2 1 11.75 14 13 8.55 8.45 12 11 20.60 20.60 11.90 5.00 8.55 10.05 25.00 25.30 4 3 6.90 9.25 24.55 24.80 7 6 5 10.00 10.00 7.90 9.50 35.50 36.10 12.00 23 8.40 6.00 8.15 31.20 31.15 6.05 20 21 22 30.80 6.40 3.60 6.40 8.25 7.00 9.50 9 36.70 36.70 31.05 9.45 34 6.40 8.35 8.20 9.60 8.20 8.00 11 34.80 41.20 12 24.95 34.55 10 10.40 10.10 10 11.45 17 12.70 12.40 16 16.95 17.55 5.75 24.00 8 11.90 31.75 15 14 17.00 17.60 7.95 10.70 4.05 8.80 8.35 2.85 10.00 10.00 \A1;0.65 3.90 30.80 33.00 33.60 32.80 13 12 33.25 33.25 10 9 11 10.90 5.10 7.95 11.45 10.90 28.80 7.75 8.50 2 1 10.05 29.50 29.10 10.00 8.30 11.40 5.65 10.30 10.25 5.15 4 3 5.65 13.25 29.80 29.75 7 6 5 6.25 8.25 30.60 30.00 29.85 10.15 24.35 14.85 28 12.50 \A1;0.45 25.00 25.05 25.15 19.75 15.30 5.90 5.65 3.70 \A1;2.20 13.50 9.80 30.95 27.35 11 10 26.45 27.30 30.05 19 CA. PACIFICO 9.30 8.20 8.75 30.00 18 30.00 10.20 14.55 7 31.20 32.70 2 1 35.25 34.60 10.60 5.50 5.35 7.20 5.95 5.65 11.00 11.30 32.85 33.55 8 10.35 8 \A1;0.30 8.85 18.40 10.85 18 10.80 24.55 18.40 19 10.10 10.30 33.20 25.40 25.20 16 15 5.55 9.45 24.60 13 24.90 8.40 14 24.80 24.70 8.65 17 10.00 9.50 8.50 8.65 12-13 10.00 30.00 10.00 9.65 9.65 11 7.65 7.80 15.45 5.95 10 7.65 5.15 8.30 \A1;1.90 35 3.50 13.75 10.35 13.25 32.95 8.35 OTROS FINES A= 156.35 m2 CA. CANAL DE SUEZ CA. ATLANTIDA 34.10 8.70 10.30 10.10 8 7 1 4 20.95 21.05 6.95 6.65 2.90 5.95 6.65 3.50 8.30 32.60 AV. CAHUIDE CA. SAN PABLO CA. SAN LUCAS CA. SAN PEDRO CA. LOS REYES 20.00 20.00 7.83 20 8.07 20.00 20.00 8.00 8.00 8.00 8.00 8.00 20.00 10 7.90 20.00 9 20.00 8.00 8 8.10 20.00 7 20.00 8.00 6 8.10 20.00 5 8.00 20.00 4 7.95 20.00 3 20.00 8.15 2 7.85 20.00 20.00 1 A P.I. LA ESPERANZA SECTOR JERUSALEN BARRIO 4 F AV.CAHUIDE 20.00 8.00 20.00 28 8.00 20.00 8.00 20.00 29 8.00 8.00 30 8.00 31 CALLE 12 F B38 F UBICACIÓN DEL PROYECTO Escala : 1/500 5 5 0.60 max. 0.60 max. 5 5 5 NOTA: Se empleara armadura de acero en caso que el buzon supere los 3.00 m, en los muros, acero de 3/8" @ 0.20 horizontal y vertical. 5 5 5 DETALLE DE BUZON H>3.00mts ESCALA: 1:50 H>3.00m 5 Rasante Pista Solado Canaleta Enlucido 1:4 Anclaje Techo Tapa 5 5 0.60 max. 6 d 3/8" 0.60 max. 5 5 5 5 5 5 DETALLE DE BUZON TIPICO H\U+22643.00mts ESCALA: 1:50 H\U+22643.00m 5 Rasante Pista Solado Canaleta Enlucido 1:2 Anclaje Techo Tapa 5 Tarrajeo 1:4 Junta Constructiva Pared Superficie interna lisa) 5 5 5 5 5 PLANTA TECHO BUZON 5 5 1.20 ó 1.50mts 5 5 5 CORTE TRANSVERSAL BUZON d1.20 ó 1.50mts 5 5 5 5 -USO DE CEMENTO TIPO V -SOLADO, ANCLAJE f'c = 140 -PARED f'c = 175 CLASES DE CONCRETO ESCALA: 1:50 ESCALA: 1:50 Anclaje Pared Techo DETALLES DE BUZON CLASES DE MORTERO -TARRAJEO PAREDES e=1.5cm,C:A=1/4 -CANALETA S=1.5% C:A=1/4 Smin=1.5% PROYECTO : MUNICIPALIDAD DISTRITAL DE LA ESPERANZA DIRECTOR: ING° LUIS ESTRADA CHAVEZ ESCALA: TOPOGRAFIA : FECHA : ING° DANIEL MARCELO JACINTO ALCALDE: LAMINA : DIRECCION DE DESARROLLO URBANO DIVISION DE ESTUDIOS y PROYECTOS AS PLANTAS, PERFIL, SECCION Indicada Abril AMPLIACION DE REDES DE AGUA POTABLE Y ALCANTARILLADOSANITARIO, EN LA CALLE CANAL DE SUEZ CDRA. 09 DEL SECTOR JERUSALEN BARRIO IV,DISTRITO DE LA ESPERANZA - TRUJILLO - LA LIBERTAD ING° David A Tarazona Alva. 2014

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

Max., Max., Max., Max., AC. San pedro, AC. Saint lucas, AC. Indian, AC. Suez Canal, AC. San pedro, AC. the Kings, AC. San pedro, AC. Saint lucas, AC. Indian, Other purposes, AC. Suez Canal, AC. San pedro, sewerage system, scale, Home connections, Pvc sn dn mm, Home connections, AC. San pedro, AC. Saint lucas, AC. Indian, AC. Suez Canal, AC. San pedro, Water network for human consumption, scale, Home connections, Ml pvc dn mm, Home connections, Tapon dn, Dn dn mm, Existing network, Legend plant existing water network projected water network projected accessories te plug, Accumulated distance, Partial distance, Pvc dn mm, Techniques sanitary sewer cement use will be concrete type body cm concrete ceilings reinforced with reinforced concrete lids with cast iron frame pvc pipe dn series sn type uf. Home pvc dn type uf. Of concrete frame reinforced concrete cap legend plant manifold existing manifold projected in cases where the pvc pipe is not indicated this will be in diameter, Longitudinal profile, scale, Road section, section, scale:, App, Asp, San pedro, AC. Saint lucas, The half-locations of accessories potable water sewer mailboxes are provided by the field staff of the area studies projects, Techniques water potable cement use will be concrete type body cm concrete ceilings reinforced with reinforced concrete lids with cast iron frame pvc pipe dn mm cast iron fittings stoppers pvc reductions domiciliary pvc dn type uf. Concrete frame galvanized iron cover with mm plate, AC. from January, pi. Hope jerusalem neighborhood sector, Recreation publish park, Public services complementary industrial salable, AC. from January, AC. the Kings, AC. San pedro, Complementary public services other purposes, Public education supplementary services, AC. Saint lucas, AC. Saint Paul, av. Cahuide, AC. Indian, AC. peaceful, Other purposes, AC. Suez Canal, AC. Atlantida, av. Cahuide, AC. Saint Paul, AC. Saint lucas, AC. San pedro, AC. the Kings, pi. Hope jerusalem neighborhood sector, Av.cahuide, Street, Location of the project, scale, Max., note:, Steel armor shall be used in case the bollard exceeds those in vertical horizontal steel., Box detail, scale:, Slope track, Sole, Plastered channel, anchorage, ceiling, top, Max., Max., Detail of typical mailbox, scale:, Slope track, Sole, Plastered channel, anchorage, ceiling, top, Tarragon, Construction gasket, Internal surface wall, Floor ceiling buzon, Cross-section, Of concrete type, Anchor f’c, Fc, Concrete classes, scale:, anchorage, wall, ceiling, Mailbox details, Mortar classes, Walls, draft, District municipality of hope, director:, Luis chavez road, scale:, topography, date, Daniel marcelo jacinto, mayor:, sheet, Urban development direction, Division of studies projects, section, Indicated, April, Expansion of potable water networks in the street canal de suez cdra. Of jerusalem sector of the neighborhood of hope trujillo la libertad, David tarazona alva

Raw text data extracted from CAD file:

\A1;2.05 \A1;2.00 \A1;3.00 \A1;4.10 \A1;6.60 \A1;4.00 \A1;14.70 \A1;3.30 0.60 max. 1.50 \A1;0.25 .20 .20 \A1;0.30 0.60 max. 1.50 \A1;0.20 .20 .20 .60 .30 .20 .30 .20 .60 .20 1.20 ó 1.50mts .20 .60 .20 0.60 max. \A1;0.20 .20 \A1;H>3.00m \A1;0.20 \A1;0.25 0.60 max. \A1;0.20 .20 \A1;H\U+22643.00m \A1;0.20 .60 R.30 d1.20 ó 1.50mts .20 .20 .20 \A1;0.25 .60 14 17 CA. SAN PEDRO 13 18 CA. SAN LUCAS 29 CA. INDICO CA. CANAL DE SUEZ CA. SAN PEDRO 4.60 15.65 CA. LOS REYES 6 32.00 5.80 5.95 10.25 14 31.20 10.00 5.10 9 8 7 9.05 6.50 5.20 12 11 10 4.85 31.80 31.80 31.75 31.70 5.00 3.65 5.35 5.35 31.15 31.40 31.50 9.55 5.40 5.25 5.00 32.00 10.10 18 17 11.45 9.40 9.35 31.40 31.40 10.50 9.50 31.65 31.65 16 15 10.15 9.60 14 13 10.70 9.90 32.20 10.35 3 10.35 10.45 5 4 30.30 10.50 10.55 9.90 9.75 17 30.30 10.40 5.30 10.35 5.45 4.50 4.90 30.15 10.00 10.25 7 6 10.30 11.85 9 8 30.15 9.40 10.25 9.95 10.15 10.20 9.75 12.10 11.95 29.60 29.50 29.55 29.60 30.10 CA. SAN PEDRO \A1;0.80 6.80 3.45 10.45 31.70 31.60 31.70 10.50 30.90 31.35 10.00 9.70 13 9.15 30.25 10.00 30.10 30.10 17 16 10.10 9.80 5.00 10.00 30.10 30.30 10.00 30.25 30.25 14 13 5.20 9.80 12 11 10.00 10.05 15 30.10 5.30 5.00 10.25 2 1 10.30 6.00 29.45 9.80 4.80 6.30 9.80 10.80 29.50 29.50 9.25 12.55 4 3 7.80 10.90 6 5 29.60 29.40 10.15 10.40 9.30 29.70 10.20 10.55 10.85 18 \A1;3.40 \A1;3.80 29.80 13.05 9.55 29.90 30.00 10 9 8.75 9.95 8 7.60 29.50 10.15 1 30.50 30.00 29.65 4.95 4.95 4 3 30.70 30.65 2 9.90 66.90 7 7.15 7.70 9.40 9.85 10.25 11.00 19 17 30.80 30.70 16B 15 14 30.80 30.80 30.65 30.40 10.00 10.75 5.10 5.20 5.05 5.05 18 16A 12 30.05 30.95 30.60 11 10 30.95 30.85 9.80 9.75 9.70 11.10 13 CA. SAN LUCAS 5.05 8 9.05 11.25 20.90 10 9 10.20 10.05 20.80 21.00 30.70 30.45 16 14 30.40 30.30 30.35 7.40 5.60 9.40 4.85 17 15 13 30.20 30.25 11 10 30.05 30.20 10.05 10.15 10.05 10.35 12 11.55 2 1 20.00 24.95 19.95 11.40 19 18 9.40 9.45 19.95 13.55 9.10 9.05 4 3 9.00 8.75 25.10 25.10 25.00 5 9.00 25.05 11.65 8.45 8.60 8.90 8.70 4.60 4.40 8.95 29 8.90 8.95 8.50 29.70 9.80 5.00 8.10 9.85 30.90 30.75 30.95 9.85 5.90 18 17 CA. INDICO 9 5.25 10.00 10.05 6 7 11.40 1 13.25 8 8.85 9 9.00 21.55 9.15 29.90 20.25 15.65 19.75 20.05 11 20.60 20.60 11.90 10 11.45 14.85 25.00 25.05 15.30 OTROS FINES A= 156.35 m2 CA. CANAL DE SUEZ CA. SAN PEDRO NM RED DE ALCANTARILLADO Escala 1/1,000 88.739 87.289/1.450 8 16.42% 88.065 86.395/1.670 88.281/ 1.560 04 CONEXIONES DOMICILIARIAS 88.065 86.765/1.300 88.215/ 1.850 15.13% 74.50 ml - S=33.28% PVC SN 4 DN 200 mm BE2 BE1 A A 07 CONEXIONES DOMICILIARIAS 89.855 88.105/1.750 88.695/ 1.160 8 23.34% 8 11.17% 90.095 88.895/1.200 89.841 88.731/1.110 88.281/ 1.560 9.19% d 8 7.71% 4.68 % 89.589 87.919/1.670 89.557 87.707/1.050 22.45% 0.97% 25.82% 87.947 86.077/1.870 88.126 86.066/2.060 87.966 86.396/1.570 8 0.02% 7.04% 14 17 CA. SAN PEDRO 13 18 CA. SAN LUCAS 29 CA. INDICO CA. CANAL DE SUEZ CA. SAN PEDRO NM RED DE AGUA PARA CONSUMO HUMANO Escala 1/1,000 04 CONEXIONES DOMICILIARIAS 65.00 ml PVC DN 63 mm A A 07 CONEXIONES DOMICILIARIAS d TAPON DN 63 T DN 110 dn 63 mm RED EXISTENTE d 4" LEYENDA PLANTA RED DE AGUA EXISTENTE RED DE AGUA PROYECTADO ACCESORIOS PROYECTADOS TE TAPON 87 89 1.750 BE1 1.850 DIAMETRO/S (‰) DISTANCIA ACUMULADA (m) DISTANCIA PARCIAL (m) 0.00 74.50 74.50 PVC SN4 DN 200 mm 33.28‰ BE2 86 88 90 88.105 89.855 88.065 86.215 \A1;ESPECIFICACIONES TÉCNICAS ALCANTARILLADO SANITARIO /.....GENERALES -EL CEMENTO A EMPLEAR SERA TIPO V -BUZONES DE CONCRETO f¨c= 210 kg/cm2 CUERPO e= 20.00 cm - TECHOS DE CONCRETO ARMADO f¨c=210kg/cm2 CON FIERRO DE Ø \H0.7x;\S1/2;\H1.4286x;" Y \H0.7x;\S3/8;\H1.4286x;" - TAPAS DE CONCRETO ARMADO f¨c= 350 kg/cm2 CON MARCO DE FIERRO FUNDIDO /........REDES - TUBERÍA PVC DN 200 (8") SERIE SN 4 TIPO UF. /........CONEXIONES DOMICILIARIAS -TUBERÍA PVC DN 160 (6")SERIE 20 TIPO UF. -CAJAS DE CONCRETO f¨c = 175 kg/cm2 - MARCO Y TAPA DE CONCRETO ARMADO f¨c=\H0.99999x;210 Kg/cm2 LEYENDA PLANTA COLECTOR EXISTENTE COLECTOR PROYECTADO /..........NOTA - EN LOS CASOS EN QUE NO SE INDICA EL DN, DE LA TUBERÍA DE PVC , ESTE SERÁ DN 200 (DN= DIAMETRO NOMINAL) PERFIL LONGITUDINAL Escala 1/ 750 T LP SECCION VIAL Sección : A-A Escala: 1/250 APP ASP SAN PEDRO CA. SAN LUCAS 86.765 1.300 88.695 1.160 5 LP 5 5 5 5 5 5 5 T /..........NOTA - LAS MEDIAS , UBICACIONES DE ACCESORIOS Y BUZONES DE ALCANTARILLADO Y AGUA POTABLE SON PROPORCIONADOS POR EL PERSONAL DE CAMPO DEL ÁREA DE ESTUDIOS Y PROYECTOS P \A1;ESPECIFICACIONES TÉCNICAS AGUA POTABLE /.....GENERALES -EL CEMENTO A EMPLEAR SERÁ TIPO V -BUZONES DE CONCRETO f¨c= 210 kg/cm2 CUERPO e= 20.00 cm - TECHOS DE CONCRETO ARMADO f¨c= 210 kg/cm2 CON FIERRO DE \fArabic Typesetting|b0|i0|c0|p66;Ø \H0.7x;\S1/2;\H1.4286x;" Y \H0.7x;\S3/8;\H1.4286x;"\fArial|b0|i0|c0|p34;\H0.99999x; \fArabic Typesetting|b0|i0|c0|p66;- TAPAS DE CONCRETO ARMADO f¨c= 350 kg/cm2 CON MARCO DE FIERRO FUNDIDO /........REDES - TUBERÍA PVC DN 63 mm (\H0.99997x;Ø2"), DN110mm(\H0.99997x;Ø4"). - ACCESORIOS DE FIERRO FUNDIDO - TAPONES Y REDUCCIONES DE PVC ( INYECTADOS). /........CONEXIONES DOMICILIARIAS -TUBERÍA PVC DN 20 (1/2") C-10 TIPO UF. -CAJAS DE CONCRETO f¨c = 175 kg/cm2 - MARCO Y TAPA DE FIERRO GALVANIZADO CON PLACA DE SEGURIDAD, e= 2.00 mm 104.95 85.00 CA. 6 DE ENERO AD5 P.I. LA ESPERANZA SECTOR JERUSALEN BARRIO 4 6 30.10 RECREACION PUBLICA PARQUE A= 4,009.55 m2 4.60 15.65 5.30 18.50 10.00 4 2 30.30 30.20 10.20 9.85 10.00 10.05 5.00 5.25 10.00 6A 6 5 7 25.90 30.00 10.00 5.00 5.25 9.90 10.00 26.05 10.30 10.30 SERVICIOS PUBLICOS COMPLEMENTARIOS INDUSTRIAL VENDIBLE A= 785.25 m2 30.05 30.10 10.00 CA. 6 DE ENERO 11.95 10.00 32.20 30.20 30.10 30.25 10.25 10.00 9.75 15 14 13 30.50 30.50 30.30 30.80 30.70 9.50 9 10.00 10.45 10.45 12 11 10 CA. LOS REYES 9.85 9.95 9.70 3 2 12.75 9.80 6 5 4 10.10 19.80 4.95 6.05 9.75 5.55 2.95 32.00 34.10 5.80 5.15 5.95 10.25 14 9.35 31.20 \A1;0.50 31.60 10.00 5.10 9 8 7 9.05 6.50 5.20 12 11 10 4.85 31.80 31.80 31.75 31.70 5.00 3.65 5.35 5.35 31.15 31.40 31.50 9.55 5.40 5.25 5.00 10.00 32.80 32.85 22 12.00 10.30 1 30.60 11.00 10.70 30.40 32.80 32.80 33.25 32.00 21A 21 20 5.00 6.00 10.10 18 17 11.45 9.40 9.35 31.40 31.40 10.50 9.50 31.65 31.65 16 15 10.15 9.60 14 13 10.70 9.90 32.20 10.35 9.90 3 2 10.35 10.45 5 4 30.30 10.50 10.55 9.90 9.75 17 30.30 10.40 5.30 10.35 5.45 4.50 4.90 30.15 10.00 10.25 7 6 10.30 11.85 9 8 30.15 9.40 10.25 9.95 10.15 10.20 9.75 12.10 11.95 29.60 29.50 29.55 29.60 30.10 CA. SAN PEDRO 30.40 \A1;2.50 \A1;0.80 6.80 3.45 10.45 4.95 5.20 10.25 2A 2 1 29.80 29.80 29.80 12.35 10.45 5.10 5.20 10.40 29.80 30.50 10.00 10.05 4 3 5 29.85 29.85 6.95 10.90 10.05 9.90 29.10 28.90 8.70 10.00 10.50 3 28.65 30.00 10.00 11.40 31.20 30.90 31.25 16 15 11.20 11.40 31.30 31.30 31.25 32.50 31.80 32.20 14 13 6.95 10.00 12 11 10.40 10.30 2 1 10.00 11.30 31.70 31.60 31.70 10.50 4 3 10.15 10.05 6 5 8.95 9.90 30.90 31.35 10.00 30.50 30.75 9.70 13 31.30 31.50 10 9 10.95 10.30 65.80 8 7 9.50 10.30 30.35 30.40 65.70 1 9.15 30.25 10.00 30.10 30.10 17 16 10.10 9.80 5.00 10.00 30.10 30.30 10.00 30.25 30.25 14 13 5.20 9.80 12 11 10.00 10.05 15 30.10 5.30 5.00 10.25 2 1 10.30 6.00 29.45 9.80 4.80 6.30 9.80 10.80 29.50 29.50 9.25 12.55 4 3 7.80 10.90 6 5 29.60 29.40 10.15 10.40 9.30 29.70 10.20 10.55 10.85 18 \A1;3.40 \A1;3.80 29.80 13.05 9.55 29.90 30.00 68.40 10 9 8.75 12 9.95 8 7.60 29.50 10.15 1 30.50 30.00 29.65 4.95 4.95 9.05 4 3 30.70 30.70 30.65 7 6 19 30.20 30.50 5 9.80 2 9.90 66.90 7 7.15 7.70 9.40 9.85 SERVICIOS PUBLICOS COMPLEMENTARIOS OTROS FINES A= 4,584.35 m2 10.25 146.00 5 SERVICIOS PUBLICOS COMPLEMENTARIOS EDUCACION A= 13,694.10 m2 69.85 8 34.05 34.00 30.40 1 9.95 31.20 31.00 90.75 3 2 10.00 10.15 31.20 31.20 10.25 4 10.10 61.55 8 6.00 6.00 35.60 10.00 5.85 9.30 4.05 30.25 10.20 10 29.75 30.60 11.40 11.00 19 9 25.00 10.65 25.95 4 11.45 10.40 9.30 4.50 11.00 4.90 9.00 6 5 11.50 1 10.85 10.85 21.15 21.05 21.15 7 8 9.30 9.15 22 12.00 12.00 21 19.45 8.85 8.90 9.85 20.00 20.00 19.35 19.55 17 30.80 30.70 16B 15 14 30.80 30.80 30.65 30.40 10.00 10.75 5.10 5.20 5.05 5.05 18 16A 12 30.05 30.95 30.60 11 10 30.95 30.85 9.80 9.75 9.70 11.10 13 CA. SAN LUCAS 3 2 10.00 11.15 25.35 25.15 23.25 6 5 4 5.05 4.80 9.95 25.45 25.35 27.65 27.30 10.15 6.70 \A1;0.20 \A1;3.15 \A1;1.70 4.35 \A1;1.95 \A1;2.10 \A1;1.70 7.00 4.95 5.25 10.00 3.80 6.20 8.40 \A1;2.30 4.45 \A1;2.55 8 7 9.05 11.25 20.90 25.40 24.95 10 9 10.20 10.05 20.80 21.00 4.75 9.30 11.65 8.60 8.60 9.15 3.85 11 20.35 10.40 9.95 12 20.15 8.95 \A1;0.55 9.10 30 30.70 18.70 11 9.45 7.30 10 10.90 10.40 7.75 7.95 7.95 8.20 4 3 2 8.00 5 11.05 9 10.55 20 19.70 20.00 10.90 6 10.95 1 9.60 25.10 24.65 20.05 20.10 20.00 20.05 35.20 35.60 32 36.00 10.50 9.00 \A1;0.90 \A1;0.25 5.60 8.95 10.00 9.55 3.35 6.95 7.75 9.55 8 10.85 9.85 27 7.75 9 8.95 9.80 10 26 7.45 10.15 25 7.85 20.60 20.15 20.05 19.90 7 21.90 10.95 10.85 19 8.80 11.35 17 16 7.80 9.75 18 8.75 10.00 5.00 25.50 3 2A 8.40 7.50 4 6 5 8.00 15 14 11.90 8.45 8.75 13 20.30 20.30 11.30 10.10 8.00 8 24.95 25.00 7 10.10 10.05 9 24.85 24.90 10 CA. SAN PABLO 4.95 10.80 30.15 7.60 10.30 36.40 36.60 33 7.00 30.05 30.00 10.10 9.75 10.95 7.15 7.95 8.00 19A 15.90 30.10 7.90 9.80 36.05 7.40 10.10 9.90 11 29.80 8.20 29.65 4.40 8.00 36.85 5.00 4.80 12.25 7.85 13 12 7.65 29.70 14 20.10 29.90 8.00 3.65 36.25 25.30 25.95 25.95 2 5.00 5.05 9.25 24.55 24.45 24.15 25.05 25.45 25.25 22.80 24.90 24.45 8.75 9.25 9.55 7.15 20.90 14.70 15.00 24.75 24.85 24 9.90 12A 13.75 25.10 25.10 25.00 23 22 9.95 9.95 21 20 19 1.95 7.65 5.65 20.70 20.65 7.75 AV. CAHUIDE 24.85 24.85 24.85 24.85 17 18 16 8.00 5.40 4.85 20.10 13.40 20.20 15 13.40 11 36.10 36.10 5.60 5.75 36.55 36.30 5.85 11.40 11.45 30.45 16 14 30.40 30.30 30.35 7.40 5.60 9.40 4.85 17 15 13 30.20 30.25 11 10 30.05 30.20 10.05 10.15 10.05 10.35 12 11.55 2 1 20.00 24.95 19.95 11.40 19 18 9.40 8.30 9.45 19.95 13.55 19.90 8.55 17 9.10 9.05 4 3 9.00 8.75 25.10 25.10 25.00 5 9.00 25.05 11.65 8.45 8.60 8.90 8.70 4.60 4.40 8.95 29 8.90 8.95 8.50 29.70 9.80 5.00 8.10 9.85 30.90 30.75 30.95 9.85 5.90 18 17 CA. INDICO 9 4.60 5.25 \A1;1.05 3.20 10.00 \A1;2.00 8.00 1.05 9.65 10.00 9.05 30.95 31.95 10.00 4.05 16 15 30.95 30.70 13 12 14 10.05 6 7 11.40 1 13.25 8 8.85 9 9.00 21.80 21.55 36.70 12.70 9.15 2 10.70 6.45 10.65 32.70 33.00 35.80 6 5 4 32.00 32.55 3 11.00 10.00 9.45 9.75 29.90 20.25 15.65 19.75 20.05 16 11.70 15 20.20 11.50 8.35 20.25 25.05 10.00 25.20 25.45 2 1 11.75 14 13 8.55 8.45 12 11 20.60 20.60 11.90 5.00 8.55 10.05 25.00 25.30 4 3 6.90 9.25 24.55 24.80 7 6 5 10.00 10.00 7.90 9.50 35.50 36.10 12.00 23 8.40 6.00 8.15 31.20 31.15 6.05 20 21 22 30.80 6.40 3.60 6.40 8.25 7.00 9.50 9 36.70 36.70 31.05 9.45 34 6.40 8.35 8.20 9.60 8.20 8.00 11 34.80 41.20 12 24.95 34.55 10 10.40 10.10 10 11.45 17 12.70 12.40 16 16.95 17.55 5.75 24.00 8 11.90 31.75 15 14 17.00 17.60 7.95 10.70 4.05 8.80 8.35 2.85 10.00 10.00 \A1;0.65 3.90 30.80 33.00 33.60 32.80 13 12 33.25 33.25 10 9 11 10.90 5.10 7.95 11.45 10.90 28.80 7.75 8.50 2 1 10.05 29.50 29.10 10.00 8.30 11.40 5.65 10.30 10.25 5.15 4 3 5.65 13.25 29.80 29.75 7 6 5 6.25 8.25 30.60 30.00 29.85 10.15 24.35 14.85 28 12.50 \A1;0.45 25.00 25.05 25.15 19.75 15.30 5.90 5.65 3.70 \A1;2.20 13.50 9.80 30.95 27.35 11 10 26.45 27.30 30.05 19 CA. PACIFICO 9.30 8.20 8.75 30.00 18 30.00 10.20 14.55 7 31.20 32.70 2 1 35.25 34.60 10.60 5.50 5.35 7.20 5.95 5.65 11.00 11.30 32.85 33.55 8 10.35 8 \A1;0.30 8.85 18.40 10.85 18 10.80 24.55 18.40 19 10.10 10.30 33.20 25.40 25.20 16 15 5.55 9.45 24.60 13 24.90 8.40 14 24.80 24.70 8.65 17 10.00 9.50 8.50 8.65 12-13 10.00 30.00 10.00 9.65 9.65 11 7.65 7.80 15.45 5.95 10 7.65 5.15 8.30 \A1;1.90 35 3.50 13.75 10.35 13.25 32.95 8.35 OTROS FINES A= 156.35 m2 CA. CANAL DE SUEZ CA. ATLANTIDA 34.10 8.70 10.30 10.10 8 7 1 4 20.95 21.05 6.95 6.65 2.90 5.95 6.65 3.50 8.30 32.60 AV. CAHUIDE CA. SAN PABLO CA. SAN LUCAS CA. SAN PEDRO CA. LOS REYES 20.00 20.00 7.83 20 8.07 20.00 20.00 8.00 8.00 8.00 8.00 8.00 20.00 10 7.90 20.00 9 20.00 8.00 8 8.10 20.00 7 20.00 8.00 6 8.10 20.00 5 8.00 20.00 4 7.95 20.00 3 20.00 8.15 2 7.85 20.00 20.00 1 A P.I. LA ESPERANZA SECTOR JERUSALEN BARRIO 4 F AV.CAHUIDE 20.00 8.00 20.00 28 8.00 20.00 8.00 20.00 29 8.00 8.00 30 8.00 31 CALLE 12 F B38 F UBICACIÓN DEL PROYECTO Escala : 1/500 5 5 0.60 max. 0.60 max. 5 5 5 NOTA: Se empleara armadura de acero en caso que el buzon supere los 3.00 m, en los muros, acero de 3/8" @ 0.20 horizontal y vertical. 5 5 5 DETALLE DE BUZON H>3.00mts ESCALA: 1:50 H>3.00m 5 Rasante Pista Solado Canaleta Enlucido 1:4 Anclaje Techo Tapa 5 5 0.60 max. 6 d 3/8" 0.60 max. 5 5 5 5 5 5 DETALLE DE BUZON TIPICO H\U+22643.00mts ESCALA: 1:50 H\U+22643.00m 5 Rasante Pista Solado Canaleta Enlucido 1:2 Anclaje Techo Tapa 5 Tarrajeo 1:4 Junta Constructiva Pared Superficie interna lisa) 5 5 5 5 5 PLANTA TECHO BUZON 5 5 1.20 ó 1.50mts 5 5 5 CORTE TRANSVERSAL BUZON d1.20 ó 1.50mts 5 5 5 5 -USO DE CEMENTO TIPO V -SOLADO, ANCLAJE f'c = 140 -PARED f'c = 175 CLASES DE CONCRETO ESCALA: 1:50 ESCALA: 1:50 Anclaje Pared Techo DETALLES DE BUZON CLASES DE MORTERO -TARRAJEO PAREDES e=1.5cm,C:A=1/4 -CANALETA S=1.5% C:A=1/4 Smin=1.5% PROYECTO : MUNICIPALIDAD DISTRITAL DE LA ESPERANZA DIRECTOR: ING° LUIS ESTRADA CHAVEZ ESCALA: TOPOGRAFIA : FECHA : ING° DANIEL MARCELO JACINTO ALCALDE: LAMINA : DIRECCION DE DESARROLLO URBANO DIVISION DE ESTUDIOS y PROYECTOS AS PLANTAS, PERFIL, SECCION Indicada Abril AMPLIACION DE REDES DE AGUA POTABLE Y ALCANTARILLADOSANITARIO, EN LA CALLE CANAL DE SUEZ CDRA. 09 DEL SECTOR JERUSALEN BARRIO IV,DISTRITO DE LA ESPERANZA - TRUJILLO - LA LIBERTAD ING° David A Tarazona Alva. 2014

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, boxes, canal, distribution, DWG, fornecimento de água, kläranlage, l'approvisionnement en eau, location, longitudinal, profile, Red, Road, section, sewer, sewerage, supply, system, treatment plant, wasserversorgung, water