Channel DWG Block for AutoCAD

Channel DWG Block for AutoCAD

Distribution is a 2 channel

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

Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, profile, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay, Datum elev, Group, Section, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, profile, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay, Magnetic, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, Topographic, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay, Bocatoma, M.s.n.m, Longitudinal profile raramapampa, Esc:, Distance acc., Type of soil, Ground level, Razing quota, pending, Partial distance, natural terrain, Natural agricultural land, Natural agricultural land, Longitudinal profile auquiscocha, Esc:, Distance acc., Type of soil, Ground level, Razing quota, pending, Partial distance, natural terrain, Natural agricultural land, Natural agricultural land, Agricultural land, Reservoir of raramapampa, M.s.n.m, Auquiscocha reservoir, M.s.n.m, Bocatoma, M.s.n.m, Reservoir raramapampa, M.s.n.m, Bocatoma, M.s.n.m, Reservoir raramapampa, M.s.n.m, Longitudinal profile raramapampa, Esc:, Distance acc., Type of soil, Ground level, Razing quota, pending, Partial distance, natural terrain, Natural agricultural land, Natural agricultural land, Longitudinal profile auquiscocha, Esc:, Distance acc., Type of soil, Ground level, Razing quota, pending, Partial distance, natural terrain, Natural agricultural land, Natural agricultural land, Bocatoma, M.s.n.m, Reservoir raramapampa, M.s.n.m, Bocatoma, M.s.n.m, Reservoir raramapampa, M.s.n.m, Hdpe pipe, Junction box, M.s.n.m, Junction box, M.s.n.m, Junction box, M.s.n.m, Junction box, M.s.n.m, Hdpe pipe, Junction box, M.s.n.m, Junction box, M.s.n.m, Junction box, M.s.n.m, Reservoir, Channel axis, ground, Creek axis, Bocatoma, M.s.n.m, Reservoir of raramapampa, M.s.n.m, Auquiscocha reservoir, M.s.n.m, Hdpe pipe, Length ml, Junction box, Length ml, Hdpe pipe, Length ml, Pvc pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, V. purge, Hdpe pipe, Length ml, Junction box, M.s.n.m, Hdpe pipe, Length ml, Pvc pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, Length ml, Hdpe pipe, V. purge, Reservoir high part, Drinking water reservoirs, legend, Potable water pipes diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In. Pipe diam. In., legend, Hdp pipe, Bocatoma proy., Proy derivation box., Projected reservoir, Existing reservoir, Purge valve proye., Pvc pipe, Recuay, Of irrigation raramapampa auquiscocha, District municipality of tapacocha, Flowchart, Dib .:, Ing., to. Rosales.g., Indicated, Rev., scale:, Loc:, flat:, Tapacocha, Location:, draft:, Prov .:, Dis .:, Tapacocha, date:, Ancash, region:, sheet, District of tapacocha recuay

Raw text data extracted from CAD file:

RECUAY “SISTEMA DE RIEGO RARAMAPAMPA - AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA PERFIL LONG.\H1.2102x; - \H0.82629x;AUQUISCOCHA DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA P-02 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA - RECUAY - ANCASH” . 15/08/09 \A1;119° \A1;165° DATUM ELEV 1.0 0 0 0.0 GROUP SECTION 10.0 10.0 0.0 \A1;9.0000 RECUAY “SISTEMA DE RIEGO RARAMAPAMPA - AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA PERFIL LONG.\H1.2102x; - \H0.82629x;RARAMAPAMPA DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA P-01 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA - RECUAY - ANCASH” . 15/08/09 MAGNETIC \A1;9.0000 RECUAY “SISTEMA DE RIEGO RARAMAPAMPA - AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA TOPOGRAFICO DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA T-01 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA - RECUAY - ANCASH” . 15/08/09 \A1;9.0000 3456.00 3452.00 3454.00 3441.00 3442.00 3443.00 3444.00 3445.00 3446.00 3447.00 3448.00 3449.00 3450.00 3451.00 3452.00 3453.00 3454.00 3455.00 3456.00 0.00 20.00 40.00 60.00 5 5 3422.00 3424.00 3426.00 3428.00 3430.00 3432.00 3434.00 3436.00 3438.00 3440.00 3442.00 3444.00 3446.00 3448.00 3450.00 3452.00 3453.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00 280.00 300.00 320.00 340.00 360.00 380.00 3416.00 3418.00 3420.00 3422.00 3424.00 3426.00 3428.00 3430.00 3432.00 3434.00 3436.00 3438.00 3440.00 3442.00 3444.00 3446.00 3448.00 3450.00 3452.00 3454.00 3456.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00 280.00 300.00 320.00 340.00 370.0 360.0 5 BOCATOMA COTA:3452.00 m.s.n.m N PERFIL LONGITUDINAL RARAMAPAMPA ESC: H = 1/750 - V = 1/75 DISTANCIA ACUM. TIPO DE SUELO COTA TERRENO COTA RAZANTE PENDIENTE DISTANCIA PARCIAL 20.00 TERRENO NATURAL 3452.00 3451.20 20.00 3450.80 3450.00 3451.00 3450.20 3448.00 3447.20 3448.60 3447.80 3446.00 3445.20 3444.50 3443.70 3440.00 3439.20 3436.50 3435.70 3436.10 3435.30 3436.00 3435.20 3432.50 3431.70 3432.00 3431.20 3430.50 3429.70 3430.00 3429.20 3428.50 3427.70 3427.80 3427.00 3426.50 3425.70 3426.00 3425.20 20.00 40.00 20.00 60.00 20.00 80.00 TERRENO NATURAL AGRICOLA 20.00 100.00 20.00 120.00 20.00 140.00 20.00 160.00 20.00 180.00 20.00 200.00 20.00 220.00 TERRENO NATURAL AGRICOLA TERRENO NATURAL AGRICOLA 20.00 240.00 20.00 260.00 20.00 280.00 20.00 300.00 20.00 320.00 20.00 340.00 20.00 360.00 20.00 380.00 2.4 % 5.1 % 3.9 % 7 % PERFIL LONGITUDINAL AUQUISCOCHA ESC: H = 1/750 - V = 1/75 DISTANCIA ACUM. TIPO DE SUELO COTA TERRENO COTA RAZANTE PENDIENTE DISTANCIA PARCIAL 20.00 TERRENO NATURAL 3452.00 3451.20 20.00 3450.80 3450.00 3451.00 3450.20 3448.00 3447.20 3448.60 3447.80 3446.00 3445.20 3444.50 3443.70 3440.00 3439.20 3436.50 3435.70 3436.10 3435.30 3436.00 3435.20 3432.50 3431.70 3432.00 3431.20 3430.50 3429.70 3430.00 3429.20 3428.50 3427.70 3427.80 3427.00 3426.50 3425.70 3426.00 3425.20 20.00 40.00 20.00 60.00 20.00 80.00 TERRENO NATURAL AGRICOLA 20.00 100.00 20.00 120.00 20.00 140.00 20.00 160.00 20.00 180.00 20.00 200.00 20.00 220.00 TERRENO NATURAL AGRICOLA TERRENO NATURAL AGRICOLA 20.00 240.00 20.00 260.00 20.00 280.00 20.00 300.00 20.00 320.00 20.00 340.00 20.00 360.00 10.00 370.00 1.3 % 4.4 % 1.1 % 2.1 % TIERRAS AGRICOLAS 3452.00 3454.00 3450.00 3448.00 3446.00 3456.00 3458.00 3460.00 3462.00 3444.00 3442.00 3440.00 3438.00 3460.00 3462.00 3464.00 3458.00 3456.00 3454.00 3452.00 3450.00 3448.00 3446.00 3444.00 3442.00 3440.00 3438.00 3436.00 3440.00 3438.00 3436.00 3434.00 3430.00 3428.00 3426.00 3424.00 342200 3420.00 3418.00 RESERVORIO DE 20 M3 - RARAMAPAMPA COTA:3436.85 m.s.n.m RESERVORIO DE 20 M3 - AUQUISCOCHA COTA:3436.85 m.s.n.m BOCATOMA DE 10.35 Lt/Seg COTA:3452.00 m.s.n.m RESERVORIO - V = 20 M3 RARAMAPAMPA COTA:3436.85 m.s.n.m BOCATOMA DE 10.35 Lt/Seg COTA:3452.00 m.s.n.m RESERVORIO - V = 20 M3 RARAMAPAMPA COTA:3444.5 m.s.n.m 3422.00 3424.00 3426.00 3428.00 3430.00 3432.00 3434.00 3436.00 3438.00 3440.00 3442.00 3444.00 3446.00 3448.00 3450.00 3452.00 3453.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00 280.00 300.00 320.00 340.00 360.00 380.00 3416.00 3418.00 3420.00 3422.00 3424.00 3426.00 3428.00 3430.00 3432.00 3434.00 3436.00 3438.00 3440.00 3442.00 3444.00 3446.00 3448.00 3450.00 3452.00 3454.00 3456.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 220.00 240.00 260.00 280.00 300.00 320.00 340.00 370.0 360.0 PERFIL LONGITUDINAL RARAMAPAMPA ESC: H = 1/750 - V = 1/75 DISTANCIA ACUM. TIPO DE SUELO COTA TERRENO COTA RAZANTE PENDIENTE DISTANCIA PARCIAL 20.00 TERRENO NATURAL 3452.00 3451.20 20.00 3450.80 3450.00 3451.00 3450.20 3448.00 3447.20 3448.60 3447.80 3446.00 3445.20 3444.50 3443.70 3440.00 3439.20 3436.50 3435.70 3436.10 3435.30 3436.00 3435.20 3432.50 3431.70 3432.00 3431.20 3430.50 3429.70 3430.00 3429.20 3428.50 3427.70 3427.80 3427.00 3426.50 3425.70 3426.00 3425.20 20.00 40.00 20.00 60.00 20.00 80.00 TERRENO NATURAL AGRICOLA 20.00 100.00 20.00 120.00 20.00 140.00 20.00 160.00 20.00 180.00 20.00 200.00 20.00 220.00 TERRENO NATURAL AGRICOLA TERRENO NATURAL AGRICOLA 20.00 240.00 20.00 260.00 20.00 280.00 20.00 300.00 20.00 320.00 20.00 340.00 20.00 360.00 20.00 380.00 2.4 % 1.1 % 1.1 % 1.1 % PERFIL LONGITUDINAL AUQUISCOCHA ESC: H = 1/750 - V = 1/75 DISTANCIA ACUM. TIPO DE SUELO COTA TERRENO COTA RAZANTE PENDIENTE DISTANCIA PARCIAL 20.00 TERRENO NATURAL 3452.00 3451.20 20.00 3450.80 3450.00 3451.00 3450.20 3448.00 3447.20 3448.60 3447.80 3446.00 3445.20 3444.50 3443.70 3440.00 3439.20 3436.50 3435.70 3436.10 3435.30 3436.00 3435.20 3432.50 3431.70 3432.00 3431.20 3430.50 3429.70 3430.00 3429.20 3428.50 3427.70 3427.80 3427.00 3426.50 3425.70 3426.00 3425.20 20.00 40.00 20.00 60.00 20.00 80.00 TERRENO NATURAL AGRICOLA 20.00 100.00 20.00 120.00 20.00 140.00 20.00 160.00 20.00 180.00 20.00 200.00 20.00 220.00 TERRENO NATURAL AGRICOLA TERRENO NATURAL AGRICOLA 20.00 240.00 20.00 260.00 20.00 280.00 20.00 300.00 20.00 320.00 20.00 340.00 20.00 360.00 10.00 370.00 2.4 % 1.1 % 1.1 % 1.1 % BOCATOMA DE 10.35 Lt/Seg COTA:3452.00 m.s.n.m RESERVORIO - V = 20 M3 RARAMAPAMPA COTA:3436.85 m.s.n.m BOCATOMA DE 10.35 Lt/Seg COTA:3452.00 m.s.n.m RESERVORIO - V = 20 M3 RARAMAPAMPA COTA:3444.5 m.s.n.m 2.4 % 5.1 % 3.9 % 7 % 2.1 % 1.1 % 4.4 % 1.1 % Tuberia HDPE Ø = 4" Tuberia HDPE Ø = 4" CAJA DE DERIVACION 01 COTA:3438.00 m.s.n.m CAJA DE DERIVACION 02 COTA:3432.76 m.s.n.m 3434.00 3432.00 3430.00 CAJA DE DERIVACION 03 COTA:3428.89 m.s.n.m CAJA DE DERIVACION 04 COTA:3426.42 m.s.n.m Tuberia HDPE Ø = 4" Tuberia HDPE Ø = 4" Tuberia HDPE Ø = 4" CAJA DE DERIVACION 06 COTA:3438.00 m.s.n.m CAJA DE DERIVACION 07 COTA:3432.42 m.s.n.m CAJA DE DERIVACION 08 COTA:3425.86 m.s.n.m N 8892800 N 8892800 N 8892700 N 8892700 N 8892600 N 8892600 E 217900 E 217900 E 217800 E 217800 E 217700 E 217700 E 217600 E 217600 RESERVORIO Nº\Ftimesout|c0;- 02 EJE DE CANAL TERRENO Area=1774.03M2 EJE DE RIACHUELO NM N 8892800 N 8892700 N 8892600 E 217700 E 217600 E 217800 E 217900 3464.00 N 8892800 N 8892700 N 8892600 5 BOCATOMA COTA:3452.00 m.s.n.m N RESERVORIO DE 20 M3 - RARAMAPAMPA COTA:3436.85 m.s.n.m RESERVORIO DE 20 M3 - AUQUISCOCHA COTA:3436.85 m.s.n.m N 8892800 N 8892700 N 8892600 E 217700 E 217600 E 217800 E 217900 N 8892800 N 8892700 N 8892600 Tuberia HDPE Ø = 4" Longitud = 158.92 ML CAJA DE DERIVACION 01 Longitud = 30.30 ML Tuberia HDPE Ø = 4" Longitud = 6.00 ML Tuberia PVC Ø = 2" Longitud = 32.0 ML Tuberia HDPE Ø = 4" Longitud = 24.4 ML Tuberia HDPE Ø = 4" Longitud = 17.2 ML Tuberia HDPE Ø = 4" Longitud = 117.18 ML Tuberia HDPE Ø = 4" V. Purga Tuberia HDPE Ø = 4" Longitud = 148.34 ML CAJA DE DERIVACION 02 CAJA DE DERIVACION 03 CAJA DE DERIVACION 04 CAJA DE DERIVACION 05 CAJA DE DERIVACION 07 CAJA DE DERIVACION 08 CAJA DE DERIVACION 09 CAJA DE DERIVACION 05 COTA:3446.00 m.s.n.m Tuberia HDPE Ø = 4" Longitud = 30.34 ML Tuberia PVC Ø = 2" Longitud = 16.62 ML Tuberia HDPE Ø = 4" Longitud = 53.00 ML Tuberia HDPE Ø = 4" Longitud = 70.50 ML Tuberia HDPE Ø = 4" Longitud = 81.54 ML Tuberia HDPE Ø = 4" V. Purga RESERVORIO 1 PARTE ALTA RESERVORIOS DE AGUA POTABLE LEYENDA REDES DE AGUA POTABLE TUBERIA DIAM. 14 PULG. TUBERIA DIAM. 12 PULG. TUBERIA DIAM. 10 PULG. TUBERIA DIAM. 8 PULG. TUBERIA DIAM. 6 PULG. TUBERIA DIAM. 4 PULG. TUBERIA DIAM. 3 PULG. TUBERIA DIAM. 2 PULG. TUBERIA DIAM. 1.5 PULG. TUBERIA DIAM. 1 PULG. LEYENDA Tuberia HDP D = 4" 5 Bocatoma Proy. Caja de derivacion Proy. Reservorio Proyectado Reservorio Existente Valvula de purga proye. Tuberia PVC = 2" Q = 5.35 Lt/Seg Q = 2.0 Lt/Seg Q = 3.35 Lt/Seg Q = 4.00 Lt/Seg Q = 4.00 Lt/Seg Q = 4.00 Lt/Seg Q = 4.00 Lt/Seg Q = 4.00 Lt/Seg Q = 4.00 Lt/Seg Q = 2.0 Lt/Seg Q = 3.35 Lt/Seg Q = 5.35 Lt/Seg RECUAY “SISTEMA DE RIEGO RARAMAPAMPA - AUQUISCOCHA MUNICIPALIDAD DISTRITAL DE TAPACOCHA DIAGRAMA DE FLUJO DIB.: ING. : A. ROSALES.G. INDICADA REV. : ESCALA: Loc: PLANO: TAPACOCHA UBICACION: PROYECTO: Prov.: Dis.: TAPACOCHA DF-01 FECHA: ANCASH Región: LAMINA N°: DISTRITO DE TAPACOCHA - RECUAY - ANCASH” . 15/08/09

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, channel, distribution, DWG, kläranlage, treatment plant