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INFORM. DE POMATAMBO
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MEMORIA DESCRIPTIVA1. Nombre del Proyecto AMPLIACION Y MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE Y LA INSTALACION DEL SERVICIO DE SANEAMIENTO EN LAS LOCALIDADES DE COLPAPAMPA Y POMATAMBO, DISTRITO DE VILCASHUAMAN VILCASHUAMAN AYACUCHO2. Objeto y Metas del ProyectoPlanteado el problema central, y determinadas las causas que lo originan y las consecuencias negativas que se deriva, el objetivo central que se plantea estn encaminadas a "Disminuir los casos de enfermedades gastrointestinales, parasitarias y drmicas en las Localidades de Colpapampa y Pomatambo del distrito de Vilcashuaman. Para ello se plantea la Ampliacin y Mejoramiento del Servicio de Agua Potable y saneamiento, a travs de un conjunto de actividades dirigidas a implementar los servicios de agua potable; sistema de alcantarillado y planta de tratamiento. A fin de garantizar el bienestar de los pobladores de las comunidades dentro de un entorno rural con una adecuada conciencia sobre el medio ambiente. De acuerdo a los informes del Ministerio de Salud, cada ao se incrementa los casos de enfermedades gastrointestinales como consecuencia de mala calidad de agua, ello tiene un impacto directo en el ndice de desarrollo humano y en los indicadores de las principales necesidades bsicas que tienen que ser satisfechas y el Estado tiene prioridad sobre ello.
3. Ubicacin del Proyecto.
.Ubicacin Poltica:Regin: Ayacucho.Provincia : Vilcashuaman.Distrito: Vilcashuaman.Comunidades : Colpapampa y Pomatambo.Altitud: 3731 m.s.n.m. (Referencia Plaza Principal de Colpapampa) y 3547m.s.n.m. (Referencia Plaza Principal de Pomatambo). Est situada en la Regin Sur del Per, en plena Regin Andina, del departamento de Ayacucho.Ubicacin Geogrfica (UTM):COLPAPAMPA : 620701.58 m E8491571.88 m S3731 m.s.n.m.POMATAMBO622583.00 m E8491135.85 m S3547m.s.n.m
1.1.1 LMITES Y ACCESO.El Distrito de Vilcashuaman se encuentra limitada por:Por el norte:Distritos de Vischongo y ConcepcionPor el sur:Con El departamento de AndahuaylasPor el este: Distrito de Huampalpa y SauramaPor el oeste: Con las provincias de Cangallo y Vctor Fajardo
La principal va de acceso a la capital Vilcashuaman, es la carretera de Ayacucho hacia Andahuaylas. El punto de encuentro de tres carreteras es en el sitio denominado Toqto, de donde se desva una carretera con proyeccin a Andahuaylas y otra con proyeccin hacia Vilcashuaman. Para llegar a Vilcashuaman, se cuenta con carros combis, y otros carros particulares como las taxis en el nuevo paradero El Terminal, cuyo servicio disponible a diario, generalmente en horarios de la maana desde las 3 a.m. Hasta las 4pm. , A travs de las agencias Chaski Tours Intiwatana Y Ayala. En el recorrido se emplea un horario de tres a cuatro horas y los lugares que se atraviesan en el curso del viaje son lo siguiente: Saliendo del Terminal, se atraviesa Toqto, la cumbre ms alto de ms de 4000 msnm. a pocas distancias ms all se encuentra Condorqocha , de all a la desviacin derecha se encuentra Cangallo. Desde Condorqocha se atraviesa Sachabamba, Manallasaq y Vischongo y finalmente los lugares prximos a Vilcas como: Hercomarca, Chito Cucho.Desde la ciudad de Lima 680 Km. Por va libertadores Desde la ciudad de Cusco 117 Km.
AEREO:La ciudad de Vilcashuaman cuenta con una pista de aterrizaje que tiene una longitud de 1,600m. Y 30m de ancho. Est ubicado a un aproximado de un 1km en la comunidad de Vizcachayuq.Para llegar a la zona del proyecto, vale decir las localidades de Colpapampa y Pomatambo se va por una carretera afirmada que parte desde el Distrito de vilcashuaman con una duracin de aproximadamente 15 min hasta Colpapampa y 10 min ms partiendo de Colpapampa hasta Pomatambo por una trocha carrozable.,4. Descripcin del ProyectoEl presente Proyecto de Agua y Saneamiento considera la ejecucin de un sistema convencional de agua potable y un sistema de alcantarillado para la Localidad de Pujas, mediante la aplicacin de tecnologa apropiada y convalidada que consiste en una red colectora con conexiones domiciliarias y con disposicin final de los slidos y aguas residuales a travs de una planta de tratamiento constituida de : Tanques inmhoft con lecho de secado, laguna de oxidacin y poza de percolacin, as como una mejora en el conocimiento bsico del 80% de la poblacin comprendida entre los 10 y 50 aos de edad, sobre temas de hbitos de higiene, saneamiento y medio ambiente; adicionalmente se constituir, organizar y capacitar sobre temas de Administracin, Operacin y Mantenimiento. Los beneficiarios del presente Proyecto lo constituye el total de la poblacin de Colpapampa y Pomatambo. La Localidad de Pomatambo, concentra a una poblacin de 322 habitantes reunidos en 78 Viviendas familiares y la Localidad de Colpapampa con 672 habitantes reunidos en 147 viviendas. Siendo importante mencionar que el 39% de la poblacin corresponde a poblacin de nios entre 0 a 14 aos de edad.En cuanto a Gnero y durante el desarrollo fsico de las obras del Proyecto, se ha considerado la equidad, en cuanto a participacin y beneficios, cuidando el esfuerzo y rendimiento de las mujeres. Sin embargo en cuanto a los talleres de sensibilizacin y capacitacin programados, las mujeres tendrn mayor presencia. Es conveniente indicar que las amas de casa son las ms perjudicadas con las actuales condiciones sanitarias de los hogares y de su entorno.METAS DEL PROYECTO: ORDDESCRIPCINUNIDCANT.
I.- CONSTRUCCION DEL SISTEMA DE AGUA POTABLE COLPAPAMPA
a.-Obras Provisionales Alanya GLB1.00
b.-Construccion de sistema de captacin de laderaUnd3.00
c.-Instalacion de la linea de conduccionML5035.20
d.-Construccion de Camara de reunionUnd1.00
e.-Construccion de Caja para Valvula de purgaUnd5.00
f.-Construccion de Caja para Valvula de aire Und5.00
g.-Construccion de reservorio apoyado 26 m3Und1.00
h.-Construccion de Caseta de valvulasUnd1.00
i.-Instalacion de la linea de aduccion y red de distribucionML5968.70
j.-Construccion de Caja para Valvula de controlUnd8.00
k.-Construccion de Caja para Valvula de purgaUnd6.00
l.-Construccion de Conexiones domiciliariasUnd147.00
ORDDESCRIPCINUNIDCANT.
I.- CONSTRUCCION DEL SISTEMA DE AGUA POTABLE POMATAMBO
a.-Obras Provisionales Alanya GLB1.00
b.-Construccion de sistema de captacin de laderaUnd2.00
c.-Instalacion de la linea de conduccionML3339.30
d.-Construccion de Camara de Rompe presionUnd4.00
e.-Construccion de Camara de reunionUnd1.00
f.-Construccion de Caja para Valvula de purgaUnd6.00
g.-Construccion de Caja para Valvula de aire Und6.00
h.-Construccion de cruce de quebrda L=25 m.Und2.00
i.-Construccion de cruce de quebrda L=10 m.Und1.00
j.-Construccion de cruce de quebrda L=8 m.Und1.00
k.-Construccion de reservorio apoyado 14 m3Und1.00
l.-Construccion de Caseta de valvulasUnd1.00
m.-Instalacion de la linea de aduccion y red de distribucionML2722.20
n.-Construccion de Caja para Valvula de controlUnd4.00
o.-Construccion de Caja para Valvula de purgaUnd5.00
p.-Construccion de Conexiones domiciliariasUnd71.00
ORDDESCRIPCINUNIDCANT.
I.- CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO COLPAPAMPA
a.-Instalacin de red de colectoresML4527.06
b.-Instalacin de la red de Emisores ML1177.75
d.-Construccin de Buzones de Dimetro =1.20 m. Und106.00
e.-Conexiones domiciliarias de Desage Und140.00
h.-Conexiones intradomiciliarias ColpapampaUnd147.00
ORDDESCRIPCINUNIDCANT.
I.- CONSTRUCCION DEL SISTEMA DE ALCANTARILLADO POMATAMBO
a.-Instalacin de red de colectoresML2124.07
b.-Instalacin de la red de Emisores ML259.39
d.-Construccin de cruce de quebrada L=18 m.Und1.00
e.-Construccin de cruce de quebrada L=10 m.Und1.00
f.-Construccin de Buzones de Dimetro =1.20 m. Und50.00
g.-Conexiones domiciliarias de Desage Und68.00
h.-Conexiones intradomiciliarias PomatamboUnd71.00
ORDDESCRIPCINUNIDCANT.
II.- CONSTRUCCION DE PLANTA DE TRATAMIENTO DE AGUAS SERVIDAS COLPAPAMPA
a.-Construccin de Cmara de rejas y desarenadorUnd1.00
b.-Construccin de Tanque ImhoffUnd1.00
c.- Construccin de Lecho de secadoUnd1.00
d.- Construccin de laguna facultativaUnd1.00
e.- Construccin Estructuras de ingreso y salida en lagunaUnd1.00
f.- Construccin de Cmaras de InspeccinUnd6.00
g.-Construccin de Cmara de descargaUnd1.00
h-Cerco perimtrico con alambre de pasML282.00
i.-sistema de tratamiento con arrastre hidrulico ColpapampaUnd7.00
ORDDESCRIPCINUNIDCANT.
II.- CONSTRUCCION DE PLANTA DE TRATAMIENTO DE AGUAS SERVIDAS POMATAMBO
a.-Construccin de Cmara de rejas y desarenadorUnd1.00
b.-Construccin de Tanque ImhoffUnd1.00
c.- Construccin de Lecho de secadoUnd1.00
d.- Construccin de laguna facultativaUnd1.00
e.- Construccin Estructuras de ingreso y salida en lagunaUnd1.00
f.- Construccin de Cmaras de InspeccinUnd4.00
g.-Construccin de cmara de descargaUnd1.00
h-Cerco perimtrico con alambre de pasML240.00
i.-sistema de tratamiento con arrastre hidrulico PomatamboUnd3.00
DATOS TECNICOS:1. LINEA DE CONDUCCION DE LA LOCALIDAD DE POMATAMBO TIMPUQCUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS POMATAMBO 1
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008492449.481621455.565
1I455'00"0 + 035.8760 + 035.8760 + 035.8768492431.107621486.379
2D738'50"0 + 092.0610 + 092.0610 + 092.0618492406.575621536.925
3D5750'10"0 + 111.1650 + 111.1650 + 111.1658492396.021621552.849
4D1237'00"0 + 163.2670 + 163.2670 + 163.2678492343.934621551.6
5I3928'30"0 + 185.2820 + 185.2820 + 185.2828492322.572621546.278
6D715'10"0 + 236.9300 + 236.9300 + 236.9308492275.949621568.502
7I1916'10"0 + 255.9420 + 255.9420 + 255.9428492257.892621574.45
8D1253'10"0 + 281.4110 + 281.4110 + 281.4118492237.687621589.956
9I845'50"0 + 320.9460 + 320.9460 + 320.9468492201.745621606.423
10D4932'10"0 + 333.6840 + 333.6840 + 333.6848492191.107621613.431
11I1503'20"0 + 354.0690 + 354.0690 + 354.0698492171.527621607.759
12I1122'00"0 + 367.4480 + 367.4480 + 367.4488492158.152621607.502
13I2839'20"0 + 388.8570 + 388.8570 + 388.8578492137.085621611.319
14D3703'10"0 + 417.8440 + 417.8440 + 417.8448492114.534621629.531
15I808'50"0 + 446.8600 + 446.8600 + 446.8608492085.533621630.478
16D2513'50"0 + 473.4110 + 473.4110 + 473.4118492059.387621635.097
17I2617'10"0 + 502.6030 + 502.6030 + 502.6038492031.218621627.438
18I1634'30"0 + 526.0310 + 526.0310 + 526.0318492008.226621631.938
19I2918'00"0 + 543.6710 + 543.6710 + 543.6718491992.6621640.125
20D2704'50"0 + 593.4920 + 593.4920 + 593.4928491965.429621681.884
21D2420'40"0 + 598.4350 + 598.4350 + 598.4358491961.143621684.346
22I1523'30"0 + 605.9830 + 605.9830 + 605.9838491953.631621685.073
23I2046'50"0 + 651.2960 + 651.2960 + 651.2968491911.304621701.251
24D634'40"0 + 666.8410 + 666.8410 + 666.8418491899.697621711.592
25I2414'30"0 + 697.7200 + 697.7200 + 697.7208491874.44621729.356
26I1132'00"0 + 719.4840 + 719.4840 + 719.4848491863.349621748.083
27D1126'20"0 + 757.1140 + 757.1140 + 757.1148491851.034621783.64
28D631'10"0 + 815.6380 + 815.6380 + 815.6388491821.294621834.044
29I1053'20"0 + 893.2930 + 893.2930 + 893.2938491774.495621896.013
30I2427'50"0 + 907.3520 + 907.3520 + 907.3528491768.294621908.631
31D549'30"0 + 988.7050 + 988.7050 + 988.7058491765.871621989.948
32D924'20"0 + 996.9680 + 996.9680 + 996.9688491764.788621998.14
33D611'40"1 + 046.3461 + 046.3461 + 046.3468491750.404622045.376
34D7413'20"1 + 084.0661 + 084.0661 + 084.0668491735.586622080.064
35I4704'00"1 + 104.2571 + 104.2571 + 104.2578491715.561622077.479
36D1349'00"1 + 120.7671 + 120.7671 + 120.7678491702.86622088.029
37I1957'40"1 + 190.5671 + 190.5671 + 190.5678491640.069622118.513
38I1809'00"1 + 258.3871 + 258.3871 + 258.3878491592.837622167.181
39I2052'40"1 + 322.7921 + 322.7921 + 322.7928491564.613622225.073
40D1458'50"1 + 438.4911 + 438.4911 + 438.4918491554.301622340.311
41I341'40"1 + 470.4761 + 470.4761 + 470.4768491543.312622370.349
42D909'00"1 + 477.2941 + 477.2941 + 477.2948491541.387622376.89
43D1034'50"1 + 493.6391 + 493.6391 + 493.6398491534.338622391.637
44I1757'20"1 + 523.3521 + 523.3521 + 523.3528491516.818622415.635
45D1745'20"1 + 590.9631 + 590.9631 + 590.9638491495.728622479.873
46I1358'00"1 + 622.1351 + 622.1351 + 622.1358491477.436622505.113
47D3825'50"1 + 658.2311 + 658.2311 + 658.2318491463.935622538.589
48D3547'00"1 + 728.8421 + 728.8421 + 728.8428491402.541622573.473
49--------1 + 746.386--------8491385.099622571.585
2. LINEA DE CONDUCCION AGUA POTABLE POMATAMBO - YANAMACHAYCUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS POMATAMBO YANAMACHAY
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008492078.96622049.1
1D520'30"0 + 044.8320 + 044.8320 + 044.8328492034.25622045.699
2I1351'10"0 + 126.0750 + 126.0750 + 126.0758491954.17622032.022
3D702'00"0 + 153.5520 + 153.5520 + 153.5528491926.77622034.015
4I6215'20"0 + 184.4360 + 184.4360 + 184.4368491895.92622032.468
5D3641'20"0 + 194.6330 + 194.6330 + 194.6338491890.73622041.244
6D1334'30"0 + 216.4560 + 216.4560 + 216.4568491870.59622049.663
7I6229'10"0 + 264.1970 + 264.1970 + 264.1978491823.46622057.23
8D4246'20"0 + 284.5110 + 284.5110 + 284.5118491817.05622076.506
9D3853'10"0 + 311.4860 + 311.4860 + 311.4868491793.42622089.515
10D1222'40"0 + 331.4900 + 331.4900 + 331.4908491773.72622086.023
11I2636'10"0 + 350.9570 + 350.9570 + 350.9578491755.72622078.595
12--------0 + 371.148--------8491735.59622080.064
3. LINEA DE CONDUCCION CAPTACION POMATAMBO - CHANCHALLPAYNIYUQCUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS POMATAMBO 3
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008492793.131621843.414
1D4954'50"0 + 023.6180 + 023.6180 + 023.6188492785.369621865.72
2D744'30"0 + 167.5960 + 167.5960 + 167.5968492650.864621917.086
3I1906'00"0 + 234.2760 + 234.2760 + 234.2768492585.936621932.265
4D1654'00"0 + 469.2400 + 469.2400 + 469.2408492387.237622057.671
5I4245'50"0 + 594.4150 + 594.4150 + 594.4158492266.53622090.821
6D1822'30"0 + 642.2150 + 642.2150 + 642.2158492241.286622131.412
7D1508'30"0 + 754.5140 + 754.5140 + 754.5148492154.941622203.213
8D232'00"0 + 806.6820 + 806.6820 + 806.6828492107.51622224.933
9D942'20"0 + 917.9440 + 917.9440 + 917.9448492004.401622266.739
10I3236'40"0 + 948.9930 + 948.9930 + 948.9938491974.071622273.388
11D2138'30"0 + 997.3110 + 997.3110 + 997.3118491939.891622307.539
12I3810'30"1 + 028.7251 + 028.7251 + 028.7258491911.047622319.981
13D3430'10"1 + 069.0071 + 069.0071 + 069.0078491891.832622355.385
14D1725'30"1 + 269.7651 + 269.7651 + 269.7658491712.968622446.554
15I4736'20"1 + 336.3911 + 336.3911 + 336.3918491647.272622457.646
16D4921'20"1 + 401.2191 + 401.2191 + 401.2198491612.143622512.13
17I554'50"1 + 493.5741 + 493.5741 + 493.5748491520.65622524.715
18--------1 + 551.961--------8491463.935622538.589
LINEA DE CONDUCCION DE LA LOCALIDAD DE POMATAMBO
1. LINEA DE CONDUCCION CAPTACION SUYTULLIWA 01CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS SUYTULLIWA 01
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008493076.401619771.677
1I3301'50"0 + 024.1410 + 024.1410 + 024.1418493052.825619766.487
2I1124'30"0 + 099.5640 + 099.5640 + 099.5648492982.231619793.042
3I2326'40"0 + 129.7170 + 129.7170 + 129.7178492956.666619809.031
4I4150'00"0 + 146.6630 + 146.6630 + 146.6638492947.059619822.991
5D2136'20"0 + 180.0780 + 180.0780 + 180.0788492951.304619856.135
6D1734'20"0 + 238.6920 + 238.6920 + 238.6928492936.817619912.931
7D2047'10"0 + 260.4020 + 260.4020 + 260.4028492925.351619931.366
8I3749'40"0 + 279.5150 + 279.5150 + 279.5158492910.153619942.956
9D3054'30"0 + 319.0310 + 319.0310 + 319.0318492900.032619981.154
10D2926'00"0 + 375.3910 + 375.3910 + 375.3918492859.662620020.483
11I1203'10"0 + 444.3850 + 444.3850 + 444.3858492792.964620038.129
12I529'20"0 + 514.8710 + 514.8710 + 514.8718492730.089620069.99
13I1832'10"0 + 548.5400 + 548.5400 + 548.5408492701.649620088.011
14I2110'00"0 + 633.0160 + 633.0160 + 633.0168492648.369620153.565
15I4849'10"0 + 672.4920 + 672.4920 + 672.4928492636.211620191.123
16D1820'50"0 + 693.6220 + 693.6220 + 693.6228492647.057620209.257
17D3744'50"0 + 710.4540 + 710.4540 + 710.4548492650.71620225.687
18D2218'30"0 + 743.0640 + 743.0640 + 743.0648492636.82620255.191
19D1333'50"0 + 775.4510 + 775.4510 + 775.4518492612.933620277.063
20D1020'30"0 + 813.3200 + 813.3200 + 813.3208492579.785620295.373
21D935'20"0 + 835.2250 + 835.2250 + 835.2258492559.021620302.35
22D427'10"0 + 912.7790 + 912.7790 + 912.7798492482.418620314.461
23D830'40"0 + 988.6590 + 988.6590 + 988.6598492406.776620320.458
24D1012'40"1 + 032.5761 + 032.5761 + 032.5768492362.965620317.41
25I2229'10"1 + 095.9161 + 095.9161 + 095.9168492301.558620301.882
26D2654'50"1 + 149.2011 + 149.2011 + 149.2018492248.83620309.569
27D615'20"1 + 223.8741 + 223.8741 + 223.8748492178.066620285.726
28I3524'30"1 + 252.8241 + 252.8241 + 252.8248492151.802620273.548
29I1316'20"1 + 370.6121 + 370.6121 + 370.6128492035.998620295.075
30D3043'00"1 + 424.5941 + 424.5941 + 424.5948491986.607620316.861
31I5444'30"1 + 499.8261 + 499.8261 + 499.8268491911.923620307.803
32--------1 + 551.722--------8491877.08620346.264
2. LINEA DE CONDUCCION CAPTACION SUYTULLIWA 02CUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS COLPAPAMPA 4
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008493139.586620003.325
1I2030'40"0 + 068.1770 + 068.1770 + 068.1778493077.233620030.896
2I2533'20"0 + 162.5080 + 162.5080 + 162.5088493009.796620096.855
3D627'40"0 + 269.9210 + 269.9210 + 269.9218492972.919620197.739
4D5217'10"0 + 299.8520 + 299.8520 + 299.8528492959.545620224.517
5D1243'30"0 + 361.0540 + 361.0540 + 361.0548492899.504620236.378
6I5944'30"0 + 448.5710 + 448.5710 + 448.5718492812.019620234.01
7D1606'50"0 + 481.6710 + 481.6710 + 481.6718492794.572620262.139
8I2837'00"0 + 534.4670 + 534.4670 + 534.4678492755.386620297.52
9D3213'20"0 + 560.0190 + 560.0190 + 560.0198492746.939620321.636
10D746'00"0 + 602.6450 + 602.6450 + 602.6458492713.566620348.155
11D713'00"0 + 640.2680 + 640.2680 + 640.2688492681.218620367.366
12D1228'00"0 + 704.1740 + 704.1740 + 704.1748492622.608620392.838
13D846'40"0 + 744.9170 + 744.9170 + 744.9178492582.617620400.628
14D304'00"0 + 849.0180 + 849.0180 + 849.0188492478.595620404.706
15I415'00"0 + 951.2060 + 951.2060 + 951.2068492376.418620403.242
16D2810'20"1 + 009.6251 + 009.6251 + 009.6258492318.104620406.735
17I7109'50"1 + 034.9661 + 034.9661 + 034.9668492295.089620396.129
18D2000'10"1 + 058.5921 + 058.5921 + 058.5928492278.803620413.244
19D1136'50"1 + 096.2511 + 096.2511 + 096.2518492245.076620429.999
20D2110'50"1 + 173.4671 + 173.4671 + 173.4678492170.423620449.727
21I1853'10"1 + 297.3441 + 297.3441 + 297.3448492047.313620435.967
22D6341'30"1 + 365.2961 + 365.2961 + 365.2968491980.973620450.683
23D3636'40"1 + 414.8291 + 414.8291 + 414.8298491949.924620412.088
24I7413'50"1 + 460.7711 + 460.7711 + 460.7718491948.156620366.181
25I1558'40"1 + 491.7041 + 491.7041 + 491.7048491918.086620358.927
26--------1 + 533.395--------8491876.432620360.683
3. LINEA DE CONDUCCION CAPTACION PUKA CORRALCUADRO DE COORDENADAS Y ELEMENTOS DE CURVAS COLPAPAMPA 1
N PISENT.DELTAP.I.P.C.P.T.NORTEESTE
0I18000'00"0 + 000.0000 + 000.0000 + 000.0008492645.441618975.175
1I1924'50"0 + 059.8920 + 059.8920 + 059.8928492611.423619024.468
2D6152'20"0 + 124.5370 + 124.5370 + 124.5378492594.477619086.853
3D428'50"0 + 171.2070 + 171.2070 + 171.2078492548.991619097.296
4I1439'10"0 + 300.4510 + 300.4510 + 300.4518492421.149619116.286
5D517'20"0 + 358.2050 + 358.2050 + 358.2058492368.027619138.948
6I1243'30"0 + 397.3380 + 397.3380 + 397.3388492330.77619150.919
7I2750'00"0 + 424.0760 + 424.0760 + 424.0768492307.741619164.506
8I1415'10"0 + 464.5920 + 464.5920 + 464.5928492286.495619199.005
9D1136'50"0 + 536.7140 + 536.7140 + 536.7148492264.957619267.835
10I5526'30"0 + 605.9940 + 605.9940 + 605.9948492231.38619328.436
11D7634'10"0 + 656.5770 + 656.5770 + 656.5778492253.912619373.723
12I241'10"0 + 766.6290 + 766.6290 + 766.6298492169.463619444.289
13D717'40"0 + 890.4690 + 890.4690 + 890.4698492078.257619528.062
14I2901'30"1 + 034.4221 + 034.4221 + 034.4228491960.734619611.193
15D1633'50"1 + 156.6641 + 156.6641 + 156.6648491907.719619721.341
16I1402'40"1 + 212.6351 + 212.6351 + 212.6358491870.076619762.762
17I1438'10"1 + 314.6221 + 314.6221 + 314.6228491821.85619852.626
18I723'40"1 + 437.7261 + 437.7261 + 437.7268491792.938619972.287
19I3611'40"1 + 610.5571 + 610.5571 + 610.5578491774.308620144.112
20I4941'20"1 + 637.7541 + 637.7541 + 637.7548491787.909620167.663
21D1133'20"1 + 698.0011 + 698.0011 + 698.0018491847.184620178.439
22D6512'20"1 + 753.6411 + 753.6411 + 753.6418491898.824620199.155
23D2820'10"1 + 802.5431 + 802.5431 + 802.5438491901.328620247.994
24I1555'30"1 + 877.6081 + 877.6081 + 877.6088491869.131620315.803
25I1955'00"1 + 898.3471 + 898.3471 + 898.3478491865.718620336.258
26--------1 + 907.083--------8491867.301620344.85
RED DE ALCANTARILLADO DE LA LOCALIDAD DE COLPAPAMPABZCOORDENADASCOTABZCOORDENADASCOTABZCOORDENADASCOTA
XYXYXY
B.198622.911.638.491.275.823.524.60B.195622.842.208.491.193.653.544.78B.27620.392.108.491.622.243.765.69
B.199622.918.358.491.277.273.524.31B.29620.372.328.491.591.513.763.91B.66620.809.728.491.377.263.720.99
B.172622.279.388.491.383.463.567.97B.39620.364.988.491.569.593.764.98B.67620.846.448.491.374.543.718.92
B.173622.287.578.491.383.963.567.89B.182622.369.908.491.293.963.562.40B.30620.419.878.491.568.963.761.92
B.179622.358.468.491.347.783.565.97B.141621.623.618.491.687.093.623.03B.100620.772.738.491.891.023.722.59
B.178622.360.178.491.356.043.567.34B.142621.647.038.491.686.333.621.84B.123621.138.478.491.714.453.680.06
B.156622.011.228.491.477.263.569.50B.151621.976.448.491.564.793.570.11B.124621.160.078.491.744.963.679.14
B.157622.012.738.491.467.793.569.48B.101620.802.398.491.913.563.722.04B.183622.403.578.491.260.103.562.20
B.161622.073.328.491.479.183.569.18B.102620.825.338.491.920.433.721.71B.86622.556.918.491.230.173.556.85
B.162622.084.868.491.479.613.569.14B.133621.438.328.491.771.003.660.72B.49620.693.128.491.487.273.730.22
B.163622.096.098.491.474.313.569.03B.128621.302.558.491.839.623.673.35B.25620.794.138.491.610.973.740.25
B.164622.108.428.491.469.543.568.57B.129621.327.658.491.840.233.672.17B.24620.756.158.491.614.923.738.30
B.165622.119.598.491.462.383.568.51B.136621.494.248.491.726.693.654.79B.9620.569.288.491.676.603.757.08
B.196622.878.288.491.248.303.528.02B.144621.730.538.491.620.513.605.79B.20620.554.578.491.641.183.757.13
B.197622.882.208.491.261.313.525.48B.145621.755.898.491.616.563.598.58B.38620.782.078.491.536.483.735.64
B.158622.027.528.491.460.883.569.33B.143621.715.688.491.641.553.608.48B.3620.646.488.491.727.613.749.32
B.159622.039.288.491.469.713.569.31B.37620.743.268.491.539.873.739.13B.4620.685.828.491.722.583.738.77
B.113621.010.108.491.793.103.704.05B.40620.740.698.491.514.153.733.87B.119621.057.658.491.681.633.689.63
B.114621.015.998.491.779.533.702.88B.130621.349.768.491.809.143.671.73B.205622.271.308.490.883.373.566.13
B.120621.054.048.491.641.953.687.54B.131621.368.238.491.790.803.668.89B.206622.306.468.490.864.403.563.70
B.121621.068.438.491.636.853.686.76B.53620.826.658.491.481.883.719.05B.207622.341.028.490.844.043.560.70
B.180622.369.298.491.336.393.565.59B.52620.800.538.491.483.033.721.12B.41620.318.288.491.567.673.766.97
B.201622.981.448.491.277.513.516.49B.31620.453.648.491.553.853.762.03B.110621.042.118.491.873.363.708.29
B.202622.997.278.491.278.533.512.69B.32620.480.148.491.553.083.760.64B.127621.252.888.491.817.863.673.59
B.93622.649.508.491.091.623.565.45B.5620.731.878.491.716.323.730.27B.106620.973.148.491.959.903.715.91
B.94622.648.828.491.108.143.565.12B.95620.730.598.491.742.853.727.66B.10620.610.888.491.674.353.754.02
B.166622.136.848.491.454.943.568.74B.104620.908.298.491.941.613.717.84B.21620.604.588.491.633.893.750.17
B.167622.153.768.491.453.143.568.72B.105620.932.948.491.952.203.717.02B.78622.834.878.491.294.153.538.87
B.191622.693.278.491.250.273.553.23B.96620.727.888.491.779.943.725.92B.85622.523.138.491.253.723.559.88
B.192622.707.718.491.261.373.552.95B.111621.015.198.491.842.253.706.68B.75622.756.738.491.301.713.554.83
B.18620.390.858.491.662.533.768.03B.11620.657.378.491.672.703.745.73B.209622.428.358.490.746.123.552.05
B.19620.408.818.491.659.343.765.64B.140621.607.178.491.709.663.631.06B.210622.454.298.490.712.773.551.03
B.82622.569.858.491.265.453.561.71B.150621.948.908.491.571.343.573.09B.14620.802.698.491.662.003.739.97
B.79622.575.358.491.282.883.566.59B.87622.607.748.491.224.513.554.83B.211622.482.968.490.679.153.544.43
B.146621.805.238.491.615.413.587.42B.88622.635.368.491.231.313.553.20B.68620.918.168.491.479.143.710.51
B.147621.823.748.491.615.773.581.57B.42620.350.198.491.543.313.764.98B.8620.309.218.491.715.413.775.85
B.168622.172.108.491.456.903.569.27B.73621.054.558.491.581.313.692.84B.17620.321.648.491.672.443.772.52
B.155622.022.068.491.492.813.569.54B.72621.035.378.491.557.723.697.97B.7620.809.638.491.710.043.737.20
B.153622.008.398.491.536.593.570.52B.118621.082.228.491.719.053.694.20B.189622.647.628.491.153.793.560.00
B.154622.010.868.491.517.623.570.10B.139621.578.778.491.720.823.638.22B.190622.668.688.491.210.813.550.65
B.181622.371.018.491.317.303.563.79B.12620.729.198.491.666.963.733.90B.48620.645.358.491.489.973.736.30
B.80622.596.178.491.276.913.568.00B.13620.759.778.491.666.043.736.39B.122621.097.568.491.675.413.683.19
B.81622.615.388.491.277.803.569.34B.203622.198.198.490.920.943.572.16B.58620.851.338.491.431.893.716.39
B.152621.990.958.491.545.913.570.34B.204622.226.438.490.908.843.569.54B.45620.473.188.491.498.353.758.66
B.174622.307.548.491.396.883.567.77B.185622.466.848.491.228.423.563.34B.46620.522.818.491.496.073.751.68
B.175622.326.648.491.402.193.567.32B.186622.492.588.491.211.553.561.88B.187622.542.018.491.181.143.560.91
B.115621.030.998.491.766.183.701.70B.50620.730.638.491.484.943.726.00B.33620.532.108.491.548.053.755.88
B.160622.053.978.491.485.133.569.36B.70620.992.418.491.489.263.703.88B.89622.490.688.491.169.503.557.94
B.170622.237.378.491.404.213.567.78B.69620.962.288.491.482.083.705.76B.61620.499.268.491.387.943.747.61
B.171622.257.578.491.400.933.567.98B.99620.743.118.491.855.803.723.45B.60620.446.688.491.391.273.751.73
B.107621.023.798.491.950.003.714.23B.132621.418.128.491.794.743.663.86B.208622.398.378.490.789.613.553.59
B.108621.042.438.491.941.363.713.13B.200622.949.048.491.271.823.524.28B.35620.656.338.491.542.303.741.96
B.15620.664.638.491.646.063.743.45B.71621.014.608.491.534.433.700.90B.47620.576.858.491.493.453.743.45
B.22620.664.758.491.625.153.742.97B.54620.858.088.491.481.043.715.00B.34620.587.408.491.546.893.748.55
B.84622.462.838.491.291.993.566.90B.51620.768.738.491.482.533.724.64B.59620.388.508.491.393.373.758.55
B.83622.445.388.491.279.133.567.30B.43620.387.678.491.519.323.763.66B.62620.560.108.491.385.973.744.51
B.77622.812.268.491.328.543.553.79B.44620.415.708.491.503.973.763.09B.193622.765.908.491.231.063.547.39
B.76622.790.578.491.325.783.553.74B.125621.189.478.491.782.723.675.47B.28620.510.978.491.582.003.761.00
B.134621.459.448.491.758.443.659.30B.126621.214.338.491.804.153.673.82B.63620.635.388.491.383.413.741.75
B.135621.476.218.491.744.383.657.34B.103620.881.918.491.922.033.718.55B.91622.567.778.491.063.153.566.56
B.137621.523.818.491.703.853.645.80B.6620.764.808.491.714.423.732.49B.90622.554.768.491.122.103.564.26
B.138621.545.498.491.700.853.641.89B.109621.056.768.491.911.383.711.72B.188622.594.888.491.167.453.561.53
B.97620.724.388.491.806.873.725.12B.184622.438.168.491.245.823.563.00B.56620.511.018.491.441.973.746.64
B.98620.728.048.491.828.603.724.22B.26620.349.958.491.616.663.767.59B.55620.459.858.491.444.713.753.27
B.112621.009.338.491.815.523.705.26B.148621.853.408.491.598.793.577.34B.57620.762.768.491.430.263.525.19
B.116621.054.638.491.759.383.698.45B.149621.886.878.491.602.653.574.47B.23620.708.108.491.620.293.738.26
B.117621.074.258.491.748.413.696.42B.64620.721.818.491.378.133.731.13B.36620.699.918.491.541.083.740.03
B.176622.349.868.491.400.943.567.95B.65620.756.828.491.377.913.726.12B.92622.608.608.491.077.383.567.88
B.177622.349.708.491.378.183.568.76B.169622.200.398.491.435.283.568.23B.2620.813.648.491.757.883.744.13
B.194622.821.278.491.203.393.543.10B.74622.585.308.491.317.963.579.98B.1620.822.488.491.786.553.747.27
RESERVORIOS:CERCO PERIMETRICO DEL RESERVORIO COLPAPAMPA
VERTICELADODISTANCIA (m)COORDENADAS
XY
AA-B12.826.203.417.85884.918.719.380
BB-C12.976.203.502.04484.918.816.052
CC-D19.226.203.618.36784.918.758.628
DC-A11.326.203.480.28884.918.624.900
AREA TOTAL DEL TERRENO = 187.37 m2
PERIMETRO DEL TERRENO = 56.34 mL
CERCO PERIMETRICO DEL RESERVORIO POMATAMBO
VERTICELADODISTANCIA (m)COORDENADAS
XY
AA-B6.346.225.674.75484.913.907.070
BB-C6.506.225.790.94984.913.907.070
CC-D5.8084.913.907.07084.913.800.851
DC-A7.206.225.674.75484.913.800.851
AREA TOTAL DEL TERRENO = 38.67 m2
PERIMETRO DEL TERRENO = 25.74 mL
PLANTA DE TRATAMIENTO:CERCO PERIMETRICO DE LA PLANTA DE TRATAMIENTO COLPAPAMPA
VERTICELADODISTANCIA (m)COORDENADAS
XY
AA-B58.006.212.925.85384.918.468.503
BB-C83.006.213.397.01884.918.806.738
CC-D58.006.213.881.02884.918.132.435
DC-A83.006.213.409.84584.917.794.224
AREA TOTAL DEL TERRENO = 4814.023 m2
PERIMETRO DEL TERRENO = 282.00 mL
CERCO PERIMETRICO DE LA PLANTA DE TRATAMIENTO POMATAMBO
VERTICELADODISTANCIA (m)COORDENADAS
XY
AA-B49.436.229.586.70984.912.954.269
BB-C52.456.229.972.19484.913.263.699
CC-D53.346.230.480.61284.913.083.663
DC-A63.056.230.161.50784.912.657.040
AREA TOTAL DEL TERRENO = 3000.52 m2
PERIMETRO DEL TERRENO = 240.07 mL
CERCO PERIMETRICO DEL TANQUE SEPTICO POMATAMBO
VERTICELADODISTANCIA (m)COORDENADAS
XY
AA-B19.416.224.822.69284.906.862.895
BB-C23.006.225.012.12884.906.905.173
CC-D26.656.225.157.42484.906.434.599
DC-A15.006.224.896.25984.906.381.292
AREA TOTAL DEL TERRENO = 1124.93 m2
PERIMETRO DEL TERRENO =80.02 mL
RESUMEN: