DISEO DE RED DE ATARJEAS Y SUBCOLECTORES TRAMO PROFUNDIDAD

AA AB INICIAL FINAL INICIAL FINAL

CA A B 9.5 9.52 1.22 1.39B C 9.52 9.9 1.39 2.07C I 9.9 9.75 2.07 2.07

CA D F 9.59 9.54 1.22 1.338CA E F 9.76 9.54 1.22 1.234

F H 9.54 9.58 1.34 1.518CA G H 9.7 9.58 1.22 1.334

H I 9.58 9.75 1.52 1.84

SUB I L 9.75 9.92 1.84 2.105

CA J K 9.6 9.74 1.22 1.66K L 9.74 9.92 1.66 1.984

SUB L Q 9.92 9.71 2.31 2.4125

CA M N 9.75 9.71 1.22 1.312CA E N 9.76 9.71 1.22 1.404

N P 9.71 9.66 1.31 1.398CA O P 9.98 9.66 1.22 1.038CA G P 9.7 9.66 1.22 1.414

P Q 9.66 9.71 1.49 1.684

SUB Q T 9.71 9.93 2.41 2.755

CA K R 9.74 9.85 1.22 1.594R S 9.85 9.78 1.59 1.769S T 9.78 9.93 1.79 2.084

SUB T X 9.93 9.98 2.08 2.245

CA U O 9.8 9.98 1.22 1.664O W 9.98 9.79 1.66 1.66

CA V W 9.89 9.79 1.22 1.378W X 9.79 9.98 1.62 1.96

SUB X Z 9.98 9.9 2.92 2.965

COTA DE TERRENO

CA Y Z 9.95 9.9 1.22 1.545

SUB Z B' 9.9 9.93 2.96 3.11

CA A' B' 10.78 9.93 1.22 0.739

SUB B' E' 9.93 9.86 3.11 3.165

CA S C' 9.78 9.57 1.22 1.259C' D' 9.57 9.37 1.26 1.309D' E' 9.37 9.86 1.31 1.962

SUB E' F' 9.86 9.98 3.14 3.508

TOTAL

DISEO DE RED DE ATARJEAS Y SUBCOLECTORES TRAMO LOGITUD

PARCIALINICIAL FINAL AA AB

50 0.003 8.28 8.13A B 50 0100 0.003 8.13 7.83B C 100 5045 0.0033333333 7.83 7.68C I 45 15056 0.003 8.37 8.202D F 56 078 0.003 8.54 8.306E F 78 046 0.003 8.2 8.062 F H 46 13478 0.003 8.48 8.246G H 78 050 0.003 8.06 7.91H I 50 258

38 0.0025 7.91 7.815 I L 38 503

100 0.003 8.38 8.08 J K 10048 0.003 8.08 7.936K L 48 100

125 0.0025 7.61 7.2975 L Q 125 689

44 0.003 8.53 8.398M N 44 078 0.003 8.54 8.306E N 78 046 0.003 8.4 8.262N P 46 12246 0.003 8.76 8.622O P 46 078 0.003 8.48 8.246G P 78 048 0.003 8.17 8.026 P Q 48 292

50 0.0025 7.3 7.175Q T 50 1154

88 0.003 8.52 8.256K R 88 083 0.003 8.26 8.011R S 83 8848 0.003 7.99 7.846S T 48 171

46 0.0025 7.85 7.735 T X 46 1423

88 0.003 8.58 8.316U O 88 050 0.0038 8.32 8.13O W 50 8886 0.003 8.67 8.412V W 86 050 0.003 8.17 8.02W X 50 224

50 0.0025 7.06 6.935X Z 50 1743

LONGITUD DEL

TERRENOPENDIENTE

REAL COTA DE

PLANTILLA TRIBUTARIA

125 0.003 8.73 8.355 Y Z 125 0

48 0.0025 6.94 6.82Z B' 48 1918

123 0.003 9.56 9.191A' B' 123 0

50 0.0025 6.82 6.695B' E' 50 2089

83 0.003 8.56 8.311S C' 83 083 0.003 8.31 8.061C' D' 83 8354 0.003 8.06 7.898D' E' 54 166

124 0.002 6.72 6.472E' F' 124 2359

2483

DISEO DE RED DE ATARJEAS Y SUBCOLECTORES LOGITUD GASTO DE DISEO

MIN MEDIA MAX MAX

50 43.01 3.8 1.5 1.5 5.7 8.55150 129.04 3.8 1.5 1.5 5.7 8.55195 167.75 3.8 1.5 1.5 5.7 8.5556 48.17 3.8 1.5 1.5 5.7 8.5578 67.10 3.8 1.5 1.5 5.7 8.55

180 154.84 3.8 1.5 1.5 5.7 8.5578 67.10 3.8 1.5 1.5 5.7 8.55

308 264.96 3.8 1.5 1.5 5.7 8.55

541 465.40 3.8 1.5 1.5 5.7 8.55

100 86.02 3.8 1.5 1.5 5.7 8.55148 127.32 3.8 1.5 1.5 5.7 8.55

814 700.24 3.8 1.5 1.5 5.7 8.55

44 37.85 3.8 1.5 1.5 5.7 8.5578 67.10 3.8 1.5 1.5 5.7 8.55

168 144.52 3.8 1.5 1.5 5.7 8.5546 39.57 3.8 1.5 1.5 5.7 8.5578 67.10 3.8 1.5 1.5 5.7 8.55

340 292.48 3.8 1.5 1.5 5.7 8.55

1204 1035.74 3.41219187 1.5 1.918038 6.5447144 9.817072

88 75.70 3.8 1.5 1.5 5.7 8.55171 147.10 3.8 1.5 1.5 5.7 8.55219 188.39 3.8 1.5 1.5 5.7 8.55

1469 1263.71 3.33625406 1.5 2.340198 7.8074944 11.71124

88 75.70 3.8 1.5 1.5 5.7 8.55138 118.71 3.8 1.5 1.5 5.7 8.5586 73.98 3.8 1.5 1.5 5.7 8.55

274 235.71 3.8 1.5 1.5 5.7 8.55

1793 1542.43 3.25759463 1.5 2.856348 9.3048227 13.95723

POBLACION SERVIDA

COEFICIENTE DE

HARMON ACUMULADA

125 107.53 3.8 1.5 1.5 5.7 8.55

1966 1691.25 3.22044495 1.565973 3.131946 10.08626 15.12939

123 105.81 3.8 1.5 1.5 5.7 8.55

2139 1840.07 3.18602382 1.703772 3.407545 10.856518 16.28478

83 71.40 3.8 1.5 1.5 5.7 8.55166 142.80 3.8 1.5 1.5 5.7 8.55220 189.25 3.8 1.5 1.5 5.7 8.55

2483 2136.00 3.12428523 1.977778 3.955556 12.358284 18.53743

DISEO DE RED DE ATARJEAS Y SUBCOLECTORES PENDIENTE DIAMETRO TUBO LLENO NOM

GASTO

0.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.0033333333 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.285 0.86 0.05

0.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.285 0.86 0.05

0.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.327236 0.9 0.05

0.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.390375 0.95 0.05

0.003 8" 0.6 20 0.4275 0.95 0.0750.0038 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.465241 0.98 0.05

VELOCIDAD

_m(ax

)/_

_( m )/

_

0.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.504313 1.01 0.052199

0.003 8" 0.6 20 0.4275 0.95 0.075

0.002510" 0.61 30 0.542826 1.02 0.056792

0.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.0750.003 8" 0.6 20 0.4275 0.95 0.075

0.00212" 0.62 42 0.441367 0.975 0.04709

DISEO DE RED DE ATARJEAS Y SUBCOLECTORES NOM

MIN

0.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.36

0.52 0.7093 0.3172

0.6 0.6316 0.360.6 0.6316 0.36

0.52 0.7093 0.3172

0.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.36

0.52 0.6778 0.3172

0.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.36

0.52 0.6421 0.3172

0.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.36

0.52 0.6224 0.3172

VELOCIDAD REAL O GASTO MAXI

MA

0.6 0.6316 0.36

0.52 0.604 0.3172

0.6 0.6316 0.36

0.55 0.598 0.3355

0.6 0.6316 0.360.6 0.6316 0.360.6 0.6316 0.36

0.54 0.6359 0.3348

22.883 12.6535

RED DE ATARJEAS TRAMO DIAMETRO

ZANJACOTAS

ANCHO DE TERRENO NATURALcm m INICIAL FINAL

CA A B 20 0.7 9.5 9.52B C 20 0.7 9.52 9.9C I 20 0.7 9.9 9.75

CA D F 20 0.7 9.59 9.54CA E F 20 0.7 9.76 9.54

F H 20 0.7 9.54 9.58CA G H 20 0.7 9.7 9.58

H I 20 0.7 9.58 9.75CA J K 20 0.7 9.6 9.74

K L 20 0.7 9.74 9.92CA M N 20 0.7 9.75 9.71CA E N 20 0.7 9.76 9.71

N P 20 0.7 9.71 9.66CA O P 20 0.7 9.98 9.66CA G P 20 0.7 9.7 9.66

P Q 20 0.7 9.66 9.71CA K R 20 0.7 9.74 9.85

R S 20 0.7 9.85 9.78S T 20 0.7 9.78 9.93

CA U O 20 0.7 9.8 9.98O W 20 0.7 9.98 9.79

CA V W 20 0.7 9.89 9.79W X 20 0.7 9.79 9.98

CA Y Z 20 0.7 9.95 9.9CA A' B' 20 0.7 10.78 9.93CA S C' 20 0.7 9.78 9.57

C' D' 20 0.7 9.57 9.37D' E' 20 0.7 9.37 9.86

total

RED DE ATARJEAS ZANJA PROFUNDIDAD

COTAS LONG INICIAL FINAL MEDIADE PLANTILLAINICIAL FINAL m m m m

8.28 8.13 50 1.22 1.39 1.3058.13 7.83 100 1.39 2.07 1.737.83 7.68 45 2.07 2.07 2.078.37 8.202 56 1.22 1.338 1.2798.54 8.306 78 1.22 1.234 1.2278.2 8.062 46 1.34 1.518 1.429

8.48 8.246 78 1.22 1.334 1.2778.06 7.91 50 1.52 1.84 1.688.38 8.08 100 1.22 1.66 1.448.08 7.936 48 1.66 1.984 1.8228.53 8.398 44 1.22 1.312 1.2668.54 8.306 78 1.22 1.404 1.3128.4 8.262 46 1.31 1.398 1.354

8.76 8.622 46 1.22 1.038 1.1298.48 8.246 78 1.22 1.414 1.3178.17 8.026 48 1.49 1.684 1.5878.52 8.256 88 1.22 1.594 1.4078.26 8.011 83 1.59 1.769 1.67957.99 7.846 48 1.79 2.084 1.9378.58 8.316 88 1.22 1.664 1.4428.32 8.13 50 1.66 1.66 1.668.67 8.412 86 1.22 1.378 1.2998.17 8.02 50 1.62 1.96 1.798.73 8.355 125 1.22 1.545 1.38259.56 9.191 123 1.22 0.739 0.97958.56 8.311 83 1.22 1.259 1.23958.31 8.061 83 1.26 1.309 1.28458.06 7.898 54 1.31 1.962 1.636

1952

RED DE ATARJEAS VOLUMENES

TUBO PLANT RELLENO POZO BROCALES

45.675 1.570796327 4.55 51.42046478 1.22 1121.1 3.141592654 9.1 141.5159296 1.39 1

65.205 1.413716694 4.095 77.6051683 2.07 150.1368 1.759291886 5.096 56.26596055 1.22 166.9942 2.45044227 7.098 74.67948505 1.22 146.0138 1.445132621 4.186 52.49746759 1.34 169.7242 2.45044227 7.098 78.22848505 1.22 1

58.8 1.570796327 4.55 68.48296478 1.52 1100.8 3.141592654 9.1 115.1259296 1.22 1

61.2192 1.507964474 4.368 71.94620618 1.66 138.9928 1.382300768 4.004 43.688449 1.22 171.6352 2.45044227 7.098 80.71278505 1.22 143.5988 1.445132621 4.186 49.35796759 1.31 136.3538 1.445132621 4.186 39.93946759 1.22 171.9082 2.45044227 7.098 81.06768505 1.22 153.3232 1.507964474 4.368 61.68140618 1.49 186.6712 2.764601535 8.008 98.668178 1.22 1

97.57895 2.607521902 7.553 113.6439565 1.59 165.0832 1.507964474 4.368 76.96940618 1.79 188.8272 2.764601535 8.008 101.470978 1.22 1

58.1 1.570796327 4.55 67.57296478 1.66 178.1998 2.701769682 7.826 87.97363941 1.22 1

62.65 1.570796327 4.55 73.48796478 1.62 1120.96875 3.926990817 11.375 137.3667869 1.22 184.33495 3.864158964 11.193 90.06112835 1.22 172.01495 2.607521902 7.553 80.41075653 1.22 174.62945 2.607521902 7.553 83.80960653 1.26 161.8408 1.696460033 4.914 71.79944196 1.31 1

1952.37945 177.632 2227.45063

EXCAVACION m3 m3 m3 m3

RED DE ATARJEAS TRAMO DIAMETRO

ZANJACOTAS

ANCHO DE TERRENO NATURALcm m INICIAL FINAL

SUB I L 25 1.1 9.75 9.92SUB L Q 25 1.1 9.92 9.71SUB Q T 25 1.1 9.71 9.93SUB T X 25 1.1 9.93 9.98SUB X Z 25 1.1 9.98 9.9SUB Z B' 25 1.1 9.9 9.93SUB B' E' 30 1.1 9.93 9.86SUB E' F' 30 1.1 9.86 9.98

total

RED DE ATARJEAS ZANJA PROFUNDIDAD

COTAS LONG INICIAL FINAL MEDIADE PLANTILLAINICIAL FINAL m m m m

7.91 7.815 38 1.84 2.105 1.97257.61 7.2975 125 2.31 2.4125 2.361257.3 7.175 50 2.41 2.755 2.5825

7.85 7.735 46 2.08 2.245 2.16257.06 6.935 50 2.92 2.965 2.94256.94 6.82 48 2.96 3.11 3.0356.82 6.695 50 3.11 3.165 3.13756.72 6.472 124 3.14 3.508 3.324

531

RED DE ATARJEAS VOLUMENES

TUBO PLANT RELLENO POZO

82.4505 1.86532064 5.434 97.6965332 1.84 1324.671875 6.13592315 17.875 390.859237 2.31 1

142.0375 2.45436926 7.15 172.16307 2.41 1109.4225 2.25801972 6.578 130.762424 2.08 1161.8375 2.45436926 7.15 197.90307 2.92 1160.248 2.35619449 6.864 196.336147 2.96 1

172.5625 3.53429174 7.15 210.441671 3.11 1453.3936 8.7650435 17.732 554.965523 3.14 1

1606.62398 75.933 1951.12768

EXCAVACION BROCALESm3 m3 m3 m3

clave concepto unidadeslimpiezaytrazoenelareadetrabajolimpiezaytrazoenelareadetrabajo

piezas

piezasacarreodeescombrolimpiezageneraldeobra lotecatalogodeconceptodeatarjeas

100500 limpiezaytrazoenelareadetrabajo100501 limpiezaytrazoenelareadetrabajo

110000110001 enzonasAde0a6mtsdeprofundidad113000 plantillaapizonadaal85%delapruebaproctor113001 conmaterialproducntodeexcavacionespesorde10cm

803100803101 de20centimetrosdediametro m301000 instalaciondetuberiadeconcretosimple301002 de200mmdediametro m

m2

excavacionenzanjasenterrenotipoIde0.0hasta2.76smtsdeprofundidaddelapruebaproctorde1.10mdeancho

plantillacompactadaconmaterialproductodelaexcavacional85%delapruebaproctory10cmsespesor m3

suministrodetuberiasdeconcretoreforzadoconjuntahermeticade18"dediametropuestoenobra m3

instalaciondetuberiadeconcretosimplede18"dediametro,incluyehidrostaticadelatuberia m3

acostilleodelatuberiaconmaterialproductodelaexcavacioncompactaal85%delapruebaproctor

Rellenocompactadoconmaterialproductodelaexcavacional85%delapruebaproctor m3

pozosdevisitatipocomunincluyesuministrodematerialeshastaunaprofundidadde(variable)

suministroy/ocolocaciondebrocales(tapas)defierrofundido(fofo)

m3

m2excavacioneconequipoparazanjasenmaterialcomunsecoyagua

m3

m3suministrodetuberiadeconcretosimpleNOM-C-09-SECOFILAB,fabricasegnlistadeprecios

113100 rellenodezanja

113105306000 pozosdevisitatipo"comun" pozo306002306003306004

801000 suministrodebrocalesparafierrofundidoenpozodevisita pieza801001 ligerocontapaciega311000 brocalesytapasparapozosdevisita pieza311001 defierrofundidoinstalacionligeracontapaciega

catalogodeconceptosdesubcolecto100500 limpiezaytrazoenelareadetrabajo100501 limpiezaytrazoenelareadetrabajo

110000110001 enzonasAde0.0a6mtsdeprofundidad113000 Al85%depruebaproctorenzanja113001 conmaterialproductodelaexcavacion(espesor10cms)

803100803104 de---centimetrosdediametro m301000 tuberiasdeconcretosimple301001 de---milimetrosdediametro}dasd pozodevisitatipo"comun"801000 suministrodebrocalesdefofoparapozodevisita pozo801001 ligerocontapa pieza311000 brocalesytapaparapozodevisita311001 defierrofundidoinstalacionligerocontapaciega pieza

limpiezaglobaldellotedescargasdomiciliarias

100500 limpiezaytrazoenelareadetrabajo100501 limpiezaytrazoenelareadetrabajo

110000110001 enzonasAde0.0a6mtsdeprofundidad113000 plantillaapizonadaal85%depruebaproctorenzanja113001 conmaterialproductodelaexcavacion(espesor10cms)

803100803101 de15cmsdediametro m301000 instalaciondetuberiaconcretosimple

compatadoal90%delapruebaproctorconmaterialproductodelaexcavacion m3

m2excavacionconequipoparazanjasenmaterialcomunelsueloyagua

m3

suministrodetuberiadeconcretosimplenormaNOM-C-09-1981,SECOFILABfabricasegnlistadeprecios

m2excavacionconequipoparazanjasenmaterialcomunelsueloyagua

m3

m3suministrodetuberiadeconcretosimplenormaNOM-C-09-1981,SECOFILABfabricasegnenelproceso

301001 de---milimetrosdediametro m

803600803604 codode45x15centimetrosdediamtro pieza803606 slantde15centimetrosdediametro pieza313000 conexindomiciliariaycododeconcretosimple313001 milimetrosdediametroentubodeconcretosimple juego113000 rellenoenzanja

113005 compactadoal90%conmaterialproductodelaexcavacion

suministrodeobraslantycododeconcretosimpleparaconexindomiciliaria,segnpreciodelista

m3

cantidad Preciounitario total

1902

DISEO DE RED DE ATARJEAS Y SUBCALCULO DE VOLUMENES (ATARJEAS)CALCULO D VOLUMENES(SUBCOLECTORCATALOGO DE CONCEPTOS