Hygienic Installation Services In Huascaran National Park DWG Plan for AutoCAD

Hygienic Installation Services In Huascaran National Park DWG Plan for AutoCAD

Site plans; construction and distribution of sanitary facilities

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

Magnetic, scale:, date:, sheet:, draft:, flat:, consultant:, Responsible professional:, Location:, drawing:, type of work:, Tuition fee:, Conditioning of the tourist circuit the climate change route in the tent sector of the national park district of, dec, New construction, Ing. Jesus j. Zuñiga arquinigo, Antamine association, Sector: carp, Province: recuay, District: catac, Region: ancash, Sanitary facilities water information booth control change interpretation tent, Ss.hh., women, Ss.hh., Males, Ss.hh., women, Ss.hh., Males, Esc., Plan in plan, Esc., Ceiling detail, Esc., Main elevation, Esc., cut, ceramic, Tilting, stone, ceramic, Npt., scale:, date:, sheet:, draft:, flat:, consultant:, Responsible professional:, Location:, drawing:, type of work:, Tuition fee:, Conditioning of the tourist circuit the climate change route in the tent sector of the national park district of, Water information station control tent, dec, New construction, Ing. Jesus j. Zuñiga arquinigo, Antamine association, Sector: carp, Province: recuay, District: catac, Region: ancash, See on slide, Sanitary facilities water information booth control change interpretation tent, Pastorruri road, Catac highway, Lagoon patococha, parking lot, symbol, description, legend, sign, Calicata, north, East, altitude, Of coordinates, Tranquera, magnetic, sidewalk, creek, channel, Stone fence, flag’s stick, altar, mailbox, channel, creek, bridge, banking, Pullo raimondi, garden, Arrives from catac, departure, Pastorruri, parking lot, Bus stop, Parking, Pedestrian path, Npt., cut, Npt., Ss.hh., women, Ss.hh., Males, Esc., Plan in plan, Esc., Ceiling detail, Esc., Main elevation, Esc., cut, ceramic, Tilting, stone, ceramic, Npt., flag’s stick, altar, Ss.hh., Ss.hh. Males, Ss.hh. women, banking, Stone masonry, Ceramic room, ceramics, Stone masonry, Ss.hh., banking, Stone masonry, Ceramic room, ceramics, Stone masonry, Drying bed, septic tank, Percolation wells, Camera of bars, your B. Pvc salt new, Pastorruri road, Catac highway, Lagoon patococha, parking lot, Tranquera, magnetic, sidewalk, creek, channel, Stone fence, flag’s stick, altar, channel, creek, parking lot, Ss.hh., Ss.hh. Males, Ss.hh. women, banking, Stone masonry, Ceramic room, ceramics, Stone masonry, Drying bed, septic tank, Percolation wells, Camera of bars, your B. Pvc salt new, Polyethylene reservoir cap, Sap, your B. Pvc salt new, Ub. Ntp iso dn mm., Pipe hdpe ntp iso dn, your B. Ntp iso dn mm., your B. Ntp iso dn mm., your B. Ntp iso dn mm., your B. Pvc salt new, Sap, Sap, description, Water legend, Water pipe cold water pvc sap, symbol, elbow, Water network, The joints will be with rubber rings that meet, Glue for pvc that complies with the norm ntp will be used., Technical specifications, tee, gate valve, In case of faults correct the defect repeat the test., Perform hydraulic test net:, Hydraulic test water network:, The pipe is filled with water from a test equipment, Up to an equal pressure of the maximum designed working pressure, Of the pipe runs through the entire section and is checked, Present leak in the setting a test hour checking, The manometer of the pressure pump., Pipe cold water fittings for, materials:, Agreement ntp standards, Red water in gutters practiced on wall floor, installation:, Also used ntp iso pipe with accessories, With the standard ntp iso, For a pressure of work not less than, The gate valves shall be made entirely of bronze, Galvanized cm., The gate valves will be placed inside iron boxes, Reservoir, Technical specifications, With accessories included nipple of, Will be manufactured approved by fda and drug, materials:, Administration, Storage capacity up to lts., Height diameter kg weight., scale:, date:, sheet:, draft:, flat:, consultant:, Responsible professional:, Location:, drawing:, type of work:, Tuition fee:, Conditioning of the tourist circuit the climate change route in the tent sector of the national park district of, dec, New construction, Ing. Jesus j. Zuñiga arquinigo, Antamine association, Sector: carp, Province: recuay, District: catac, Region: ancash, Sanitary facilities water information station control hygienic tent for men

Raw text data extracted from CAD file:

MAGNETIC ESCALA: FECHA: LAMINA: PROYECTO: PLANO: CONSULTOR: PROFESIONAL RESPONSABLE: UBICACION: DIBUJO: TIPO DE OBRA: COLEGIATURA: ACONDICIONAMIENTO DEL CIRCUITO TURISTICO PASTORURI, LA RUTA DEL CAMBIO CLIMATICO EN EL SECTOR CARPA DEL PARQUE NACIONAL HUASCARAN, DISTRITO DE CATAC-RECUAY-ANCASH 1/40 DIC - 2011 OBRA NUEVA . ING. Jesus J. Zuñiga Arquinigo ASOCIACION ANTAMINA SECTOR: CARPA PROVINCIA: RECUAY DISTRITO: CATAC REGION: ANCASH IS-01 INSTALACIONES SANITARIAS - AGUA - PUESTO DE MONITOREO, INFORMACION Y CONTROL - CARPA (CENTRO DE INTERPRETACION DEL CAMBIO CLIMATICO) \A1;5.00 \A1;3.00 \A1;5.00 \A1;3.00 \A1;10.75 \A1;115.56 \A1;8.00 \A1;3.00 \A1;8.00 \A1;3.00 \A1;8.00 \A1;3.00 \A1;5.00 \A1;3.00 \A1;5.00 \A1;3.00 \A1;97.00 \A1;91.50 \A1;3.00 \A1;8.00 \A1;3.00 \A1;8.00 \A1;3.00 \A1;8.00 \A1;8.00 \A1;3.00 \A1;8.00 \A1;7.00 \A1;3.00 \A1;3.00 \A1;1.97 \A1;3.00 \A1;3.60 \A1;2.77 \A1;7.85 \A1;1.78 \A1;.89 \A1;3.00 \A1;3.00 \A1;7.00 \A1;5.65 \A1;4.50 \A1;2.75 \A1;34.12 \A1;11.51 \A1;18.72 \A1;25.73 \A1;36.71 \A1;61.75 \A1;.15 \A1;4.07 \A1;3.88 \A1;2.12 \A1;10.07 1.00 1.00 1.00 1.00 1.00 1.00 .70 .70 SS.HH. MUJERES SS.HH. VARONES -1215.490121954975 -1215.490121954975 -1215.490121954975 -1215.490121954975 -1215.490121954975 -1215.490121954975 -1215.490121954975 -1215.490121954975 \A1;.80 \A1;.90 \A1;.30 \A1;3.25 \A1;.30 \A1;.80 \A1;4.65 \A1;2.10 \A1;.30 \A1;.40 \A1;2.49 \A1;.30 \A1;2.49 \A1;.15 \A1;2.49 \A1;.30 \A1;2.49 \A1;.15 \A1;11.27 \A1;.30 \A1;3.25 \A1;.30 \A1;.80 \A1;4.65 \A1;.80 \A1;.90 \A1;.10 \A1;.10 \A1;1.45 \A1;2.40 1.00 1.00 1.00 1.00 1.00 1.00 .70 .70 \A1;R1.80 \A1;1.35 \A1;.40 \A1;.20 \A1;1.00 \A1;1.00 SS.HH. MUJERES SS.HH. VARONES -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 ESC. 1 / 25 PLANO EN PLANTA ESC. 1 / 25 DETALLE DE TECHO S=30% ESC. 1 / 25 ELEVACION PRINCIPAL A A ESC. 1 / 25 CORTE A-A -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 -1196.282085707145 Ceramico -1196.282085707145 -1196.282085707145 emboquillado de piedra Ceramico NPT. +0.15 NPT. +-0.00 -1196.282085707145 -1196.282085707141 ESCALA: FECHA: LAMINA: PROYECTO: PLANO: CONSULTOR: PROFESIONAL RESPONSABLE: UBICACION: DIBUJO: TIPO DE OBRA: COLEGIATURA: ACONDICIONAMIENTO DEL CIRCUITO TURISTICO PASTORURI, LA RUTA DEL CAMBIO CLIMATICO EN EL SECTOR CARPA DEL PARQUE NACIONAL HUASCARAN, DISTRITO DE CATAC-RECUAY-ANCASH AGUA GENERAL- PUESTO DE MONITOREO, INFORMACION Y CONTROL CARPA (LINEA DE DISTRIBUCION) 1/100 DIC - 2011 OBRA NUEVA ING. Jesus J. Zuñiga Arquinigo ASOCIACION ANTAMINA SECTOR: CARPA PROVINCIA: RECUAY DISTRITO: CATAC REGION: ANCASH AG-02 VER EN LAMINA IS - 02 VER EN LAMINA IS - 01 \A1;.40 \A1;2.49 \A1;.30 \A1;2.49 \A1;.15 \A1;2.49 \A1;.30 \A1;2.49 \A1;.15 \A1;11.27 \A1;.30 \A1;3.25 \A1;.30 \A1;.80 \A1;4.65 \A1;.80 \A1;.90 \A1;.10 \A1;.10 \A1;.30 \A1;3.25 \A1;.30 \A1;.80 \A1;4.65 \A1;2.10 \A1;.30 \A1;1.45 \A1;2.40 \A1;.80 \A1;.90 1.00 1.00 1.00 1.00 1.00 1.00 .70 .70 \A1;R1.80 \A1;1.35 \A1;.40 \A1;.20 \A1;1.00 \A1;1.00 \A1;8.35 \A1;1.30 \A1;2.14 \A1;2.00 \A1;3.43 \A1;.25 \A1;5.80 \A1;2.03 \A1;7.70 \A1;8.38 \A1;8.38 \A1;4.50 \A1;4.70 \A1;1.40 \A1;2.14 \A1;1.20 \A1;3.91 \A1;3.91 \A1;4.50 \A1;1.20 \A1;0.60 \A1;2.83 \A1;.30 \A1;1.00 \A1;1.00 \A1;9.00 \A1;1.10 \A1;45° \A1;45° \A1;45° \A1;45° \A1;45° \A1;1.50 \A1;56° \A1;1.00 \A1;2.00 \A1;45° \A1;45° \A1;1.20 \A1;90° \A1;8.08 \A1;8.38 \A1;8.35 \A1;1.30 \A1;2.14 \A1;2.00 \A1;5.80 \A1;2.03 \A1;7.70 \A1;8.38 \A1;8.38 \A1;4.50 \A1;4.70 \A1;1.40 \A1;2.14 \A1;1.20 \A1;4.50 \A1;1.20 \A1;0.60 \A1;.30 \A1;1.00 \A1;1.00 \A1;9.00 \A1;1.10 \A1;45° \A1;45° \A1;45° \A1;45° \A1;45° \A1;1.00 \A1;2.00 \A1;45° \A1;45° \A1;1.20 \A1;90° \A1;8.38 \A1;8.35 \A1;1.30 \A1;2.14 \A1;2.00 \A1;3.43 \A1;.25 \A1;5.80 \A1;2.03 \A1;7.70 \A1;8.38 \A1;8.38 \A1;4.50 \A1;4.70 \A1;1.40 \A1;2.14 \A1;1.20 \A1;3.91 \A1;3.91 \A1;4.50 \A1;1.20 \A1;0.60 \A1;2.83 \A1;.30 \A1;1.00 \A1;1.00 \A1;9.00 \A1;1.10 \A1;45° \A1;45° \A1;45° \A1;45° \A1;45° \A1;1.50 \A1;56° \A1;1.00 \A1;2.00 \A1;45° \A1;45° \A1;1.20 \A1;90° \A1;8.08 \A1;8.38 S=2" R=4'' 1.00 1.00 1.00 1.00 1.00 1.00 .70 .70 INSTALACIONES SANITARIAS - AGUA - PUESTO DE MONITOREO, INFORMACION Y CONTROL - CARPA (CENTRO DE INTERPRETACION DEL CAMBIO CLIMATICO) \A1;1.20 CARRETERA A PASTORRURI CARRETERA A CATAC LAGUNA PATOCOCHA BA\U+0143O PLAYA DE ESTACIONAMIENTO BA\U+0143O SIMBOLO DESCRIPCION LEYENDA LETRERO CALICATA NORTE ESTE ALTITUD CP-00 247261.337 8905928.468 4162.667 \LCUADRO DE COORDENADAS BM TRANQUERA MAGNETICO 8905800 N 8905900 N 8906000 N 8906100N 246800 E 246900 E 247000 E 247100 E 247200 E 247300 E 247400 E 247500 E CP-01 249214.676 8906811.535 4251.765 VEREDA RIACHUELO RIACHUELO CANAL CERCO DE PIEDRA ASTA DE BANDERA ALTAR BUZON CANAL CP-02 250783.752 8907154.152 4234.347 CP-03 260907.522 8903623.670 4964.075 CP-04 260312.634 8904931.793 4845.609 CP-00 RIACHUELO PUENTE BANCA PULLA RAIMONDI JARDIN C-04 DPL-02 C-05 8905800 N 8905900 N 8906000 N 8906100N 246800 E 246900 E 247000 E 247100 E 247200 E 247300 E 247400 E 247500 E 5 5 5 5 10.75 5 5 5 5 5 5 5 5 5 5 5 97.00 91.50 5 5 5 5 5 5 5 5 5 LLEGA DE CATAC SALIDA A PASTORRURI 5 PLAYA DE ESTACIONAMIENTO PLAYA DE ESTACIONAMIENTO ESTACINAMIENTO DE OMNIBUS ESTACIONAMIENTO DE AUTOS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32 33 34 35 36 37 38 39 40 41 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 VEREDA PEATONAL VEREDA PEATONAL VEREDA PEATONAL 5 A 5 5 5 3.60 5 7.85 5 .89 5 5 5 5.65 5 2.75 5 5 5 5 5 5 NPT. +-0.00 NPT. +0.15 A CORTE A - A 5 5 5 5 5 NPT. +-0.00 \LESTACIONAMIENTO 02 SS.HH. MUJERES SS.HH. VARONES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC. 1 / 25 PLANO EN PLANTA ESC. 1 / 25 DETALLE DE TECHO S=30% ESC. 1 / 25 ELEVACION PRINCIPAL A A ESC. 1 / 25 CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 Ceramico 5 5 emboquillado de piedra Ceramico NPT. +0.15 NPT. +-0.00 5 5 ASTA DE BANDERA ALTAR 5 P-1 P-1 SS.HH. SS.HH. VARONES SS.HH. MUJERES 5 5 5 5 5 5 5 5 P-2 P-2 P-2 5 5 BANCA BANCA 1 2 1 2 P-3 P-3 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 SALA N° 01\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 SALA N° 02\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 OFICINA\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 \H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.525 \H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.525 V-1 V-2 V-3 V-4 V-5 V-5 5 5 5 5 5 5 5 5 5 .30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .25 5 5 5 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 5 P-1 P-1 SS.HH. 5 5 5 5 5 5 5 5 P-2 P-2 P-2 5 5 BANCA BANCA 1 2 1 2 P-3 P-3 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 SALA N° 01\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 SALA N° 02\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 OFICINA\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 \H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.525 V-1 V-2 V-3 V-4 5 5 5 5 5 .30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 LECHO DE SECADO TANQUE SEPTICO POZOS DE PERCOLACION CAMARA DE REJAS Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;2" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;4" CARRETERA A PASTORRURI CARRETERA A CATAC LAGUNA PATOCOCHA BA\U+0143O PLAYA DE ESTACIONAMIENTO BA\U+0143O TRANQUERA MAGNETICO 8905800 N 8905900 N 8906000 N 8906100N 246800 E 246900 E 247000 E 247100 E 247200 E 247300 E 247400 E 247500 E VEREDA RIACHUELO RIACHUELO CANAL CERCO DE PIEDRA ASTA DE BANDERA ALTAR CANAL CP-00 RIACHUELO C-04 DPL-02 C-05 PLAYA DE ESTACIONAMIENTO 5 P-1 P-1 SS.HH. SS.HH. VARONES SS.HH. MUJERES 5 5 5 5 5 5 5 5 P-2 P-2 P-2 5 5 BANCA BANCA 1 2 1 2 P-3 P-3 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 SALA N° 01\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 SALA N° 02\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 OFICINA\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.675 \H0.7x;PISO: CERAMICA N.P.T.\H1.429x; = +0.525 V-1 V-2 V-3 V-4 V-5 V-5 5 5 5 5 5 5 5 5 5 .30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .25 5 5 5 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 PASADIZO\H0.5x; \fArial|b0|i0|c0|p34;\H0.7x;PISO: MAMPOSTERIA DE PIEDRA N.P.T.\H1.429x; = +0.525 LECHO DE SECADO TANQUE SEPTICO POZOS DE PERCOLACION CAMARA DE REJAS Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;2" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;4" RESERVORIO DE POLIETILENO CAP 2.5 m3 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=1/2" C - 10 \A1;PVC SAP d=13/4" C -10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 R=4'' R=4'' R=4'' R=4'' R=4'' R=4'' R=4'' R=4'' R=4'' 5 5 5 5 5 5 5 5 Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;2" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;2" Tub. PVC SAL F4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;4" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;4" Tub. PVC SAL F4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F\fTimes New Roman|b0|i0|c0|p18;4" ub. PVC-U NTP ISO 4435-2005 DN 110 mm. TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm TUBERIA HDPE NTP ISO 4427-2008 DN 25mm Tub. PVC-U NTP ISO 4435-2005 DN 160 mm. Tub. PVC-U NTP ISO 4435-2005 DN 160 mm. L = 121.98 m Tub. PVC-U NTP ISO 4435-2005 DN 110 mm. L = 45.69 m L = 50.30 m TUb. PVC-U NTP ISO 4435-2005 DN 110 mm. L = 36.25 m Tub. PVC SAL F 2\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F 4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F 4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F 4\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F 2\fTimes New Roman|b0|i0|c0|p18;" Tub. PVC SAL F 2\fTimes New Roman|b0|i0|c0|p18;" \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;L = 25.43 m \A1;L = 32.43 m \A1;L = 18.43 m \A1;L = 18.78 m \A1;L = 4.93 m \A1;L = 5.62 m \A1;L = 9.77 m P-1 P-1 P-2 P-2 P-2 P-3 P-3 V-1 V-2 V-3 V-4 5 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=\S3/4;\H1.4286x; \H1x;" C - 10 \A1;PVC SAP d=1/2" C - 10 \A1;PVC SAP d=13/4" C -10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;PVC SAP d=1/2 " C - 10 \A1;L = 18.78 m \A1;L = 4.93 m \A1;L = 5.62 m DESCRIPCION LEYENDA AGUA TUBERIA AGUA FRIA PVC SAP C-10 SIMBOLO CODO 90° RED DE AGUA: DEL MISMO MATERIAL, LAS UNIONES SERAN CON ANILLOS DE CAUCHO QUE CUMPLAN - SE UTILIZARA PEGAMENTO PARA PVC QUE CUMPLA CON LA NORMA NTP. 399.090 ESPECIFICACIONES TECNICAS TEE VALVULA DE COMPUERTA - EN CASO DE FALLAS CORREGIR EL DEFECTO Y REPETIR LA PRUEBA. - EFECTUAR PRUEBA HIDRAULICA RED: 3.- PRUEBA HIDRAULICA RED DE AGUA: SE LLENA LA TUBERIA CON AGUA DE UN EQUIPO DE PRUEBA (BOMBA MANUAL) HASTA UNA PRESION IGUAL A 1.5 DE LA PRESION MAXIMA DE TRABAJO DISEÑADA DE LA TUBERIA Y SE RECORRE TODO EL TRAMO PROBADO, VERIFICANDOSE SI PRESENTA FUGA EN EL SISTEMA, FIJANDO UNA HORA DE PRUEBA Y VERIFICANDO EL MANOMETRO DE LA BOMBA DE PRESION. - TUBERIA Y ACCESORIOS DE AGUA FRIA PARA 150 LBS./PULG.2,CLASE 10, DE 1.- MATERIALES: ACUERDO A LAS NORMAS NTP 399.002. - RED AGUA EN CANALETAS PRACTICADAS EN MURO O PISO 2.- INSTALACION: - TAMBIEN SE UTILIZARA TUBERIA PVC-U NTP ISO 4422-2005, CON ACCESORIOS CON LA NORMA NTP ISO 4633:1999. PARA UNA PRESION DE TRABAJO NO MENOR DE 125 LBS./PULG.2 - LAS VALVULAS DE COMPUERTA SERAN FABRICADAS INTEGRAMENTE DE BRONCE GALVANIZADO DE 30x30x10 cm. - LAS VALVULAS DE COMPUERTA ESTARAN COLOCADAS DENTRO DE CAJAS DE FIERRO RESERVORIO ESPECIFICACIONES TECNICAS - CON ACCESORIOS INCLUIDOS (VALVULA Y FLOTADOR, NIPLE DE 1") - SERA FABRICADO DE POLIETILENO, APROBADO POR LA FDA (FOOD AND DRUG 1.- MATERIALES: ADMINISTRATION - CAPACIDAD DE ALMACENAMIENTO HASTA DE 2500 Lts. - ALTURA = 1600mm, DIAMETRO = 1520mm, PESO = 55 kg. ESCALA: FECHA: LAMINA: PROYECTO: PLANO: CONSULTOR: PROFESIONAL RESPONSABLE: UBICACION: DIBUJO: TIPO DE OBRA: COLEGIATURA: ACONDICIONAMIENTO DEL CIRCUITO TURISTICO PASTORURI, LA RUTA DEL CAMBIO CLIMATICO EN EL SECTOR CARPA DEL PARQUE NACIONAL HUASCARAN, DISTRITO DE CATAC-RECUAY-ANCASH 1/50 DIC - 2011 OBRA NUEVA . ING. Jesus j. Zuñiga Arquinigo ASOCIACION ANTAMINA SECTOR: CARPA PROVINCIA: RECUAY DISTRITO: CATAC REGION: ANCASH IS-02 INSTALACIONES SANITARIAS - AGUA - PUESTO DE MONITOREO, INFORMACION Y CONTROL - CARPA (SERVICIOS HIGIENICOS PARA VARONES Y MUJERES)

Language	Spanish
Drawing Type	Plan
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Masonry
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	autocad, construction, distribution, DWG, facilities, hygienic, instalação sanitária, installation, installation sanitaire, national, park, plan, plans, sanitärinstallation, Sanitary, sanitary installation, Services, site