Reservoir, Coporaque, Arequipa, Peru, Topography And Structure DWG Detail for AutoCAD

Reservoir, Coporaque, Arequipa, Peru, Topography And Structure DWG Detail for AutoCAD

RESERVOIR OF AREQUIPA Coporaque MUYUTA TOPOGRAPHY PROFILE STRUCTURE FULL DETAILS

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

steering wheel, Hoisting mechanism hb, detail, detail, Anchor bolt, Gate leaf, guide, Concrete phase, Jebe shore stamp, profile, Concrete phase, framework, Profile in, Gate leaf, Space, profile, platen, stem, steering wheel, Lifting mechanism, Base plant, cut, Stop nut, stem, Similar type of armor, steering wheel, Anchor bolt, Slab of operations, anchorage, Anchor bolt, Sliding sheet astm, stem, framework, Profile in, Sliding leaf damper, Profile in, framework, Concrete phase, guide, detail, Sliding sheet, Space, cut, Anchor bolt, stem, Base plant, steering wheel, Lifting mechanism, stem, Sliding leaf pl, framework, Card type damper, front elevation, cut, Gate leaf, cut, Channel wall, detail, Gate leaf, angle, Jeb, cap screw, platen, Anchor m., detail, detail, detail, plant, Technical specifications The lifting mechanism of the rod The nut must consist of a strong bronze alloy the efforts to avoid premature wear of that is to say of material other than the steel rod. The rod screw should have its very fine surface finish the nut mounted internally between two contact ball bearings to reduce the twisting of the mechanism in both directions. The gates will be protected with anti-corrosion paint and their manufacture must be done by a company specialized in the field. Hot rolled structural astm steel astm steel astm astm anchor made astm anchor type structural steel astm stainless steel bolt pin astm in aws of procedures weiding shore electrodes, Contractor’s note on the basis of the design plan shall prepare the detailed plan prior to its manufacture for approval by the supervisor, Box s, Quantity location, Ci channels integrators total units, Box, Ci units ci units ci units ci units total units, Channel quantity integrator, January, Indicated, owner, date, scale, flat, Peasant community of coporaque, Reservoir of, Details, Caylloma, Coporate, Veryutta, sector, Arequipa, Department, province, district, Location, sheet, District municipality of coporaque, Datum elev, Broken grain, Scorched rock, Quota, ground, Longitudinal profile, mileage, Matrix channel splitter, plant, scale, Splice line, Location, sheet, district, province, Department, Arequipa, Topographic profile plant, sector, flat, scale, date, owner, Indicated, January, Peasant community of coporaque, Veryutta, Coporate, Caylloma, District municipality of coporaque, Chivay, Callalli, Nf., Reservoir muyutta, Simple concrete, section:, section:, Simple concrete, variable, Large water channel coated, Gate type slot, Km., Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, path, Discharge channel, Clean overflow, highway, Caylloma, highway, Chivay, Clean channel, entry, First layer of, concrete, concrete, Concrete cycle, Concrete cycle, Concrete cycle, Compact filling, Construction gasket, Simple concrete, section:, section:, Simple concrete, variable, plant, scale, section, scale, section, scale, Location, sheet, district, province, Department, Arequipa, Topographic profile plant, sector, flat, scale, date, owner, Indicated, January, Peasant community of coporaque, Veryutta, Coporate, Caylloma, District municipality of coporaque, Reservoir of, departure, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, path, Discharge channel, Clean overflow, highway, Caylloma, highway, Chivay, Clean channel, entry, First layer of, concrete, concrete, Concrete cycle, Concrete cycle, Concrete cycle, Compact filling, Construction gasket, Simple concrete, section:, section:, Simple concrete, variable, plant, scale, section, scale, section, scale, Location, sheet, district, province, Department, Arequipa, Topographic profile plant, sector, flat, scale, date, owner, Indicated, January, Peasant community of coporaque, Veryutta, Coporate, Caylloma, District municipality of coporaque, Reservoir of, departure, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, Expansion joint, path, Discharge channel, Clean overflow, Clean channel, entry, departure, Expansion joint, Expansion joint, Expansion joint

Raw text data extracted from CAD file:

C B E A A F 0.30 .15 0.15 h h h 1 0.30 .06 .24 .18 5/8" Ø 9" 30° 30° 5/8" \A1;6 \S1/8"; \A1;3 \S1/2"; \A1;3 \S1/2"; 0.15 b 0.15 \A1;\S5/8"; \A1;3 \S7/8"; \A1;1 \S1/8"; D .20 .50 .60 50 .50 .20 .50 .60 .50 .50 1/2" 1/2" \A1;1 \S1/2"; \A1;1 \S1/2"; \A1;\S1/4"; 2" \A1;\S7/8"; 2" \A1;\S7/8"; 2" \A1;\S7/8"; 2" \A1;\S7/8"; \A1;\S3"/8; 1/2" 1/2" \A1;1 \S1/2"; \A1;1 \S1/2"; h 1 b 5/8" \A1;6 \S1/8"; VOLANTE MECANISMO DE IZAJE HB \A1;3 \S1/2"; \A1;3 \S1/2"; 0.15 A b 0.15 DETALLE 1 DETALLE 2 (EN PARED) L DETALLE 1 (EN PISO) PERNO DE ANCALJE HOJA DE COMPUERTA e=1/4" L GUIA CONCRETO 2da FASE L SELLO DE JEBE (NEOPRENO SHORE 60 + 5) PERFIL CONCRETO 2da FASE MARCO P PERFIL EN U HOJA DE COMPUERTA e=1/4" P ESPACIADORA L PERFIL PLATINA VASTAGO VOLANTE C B Ø 5/8" x 12" MECANISMO DE IZAJE H2 E A A F PLANTA DE LA BASE CORTE A - A TUERCA DE PARADA VASTAGO Ø 1" 1/2" 0.30 A TIPO ARMCO ó SIMILAR VOLANTE PERNO DE ANCLAJE LOSA DE OPERACIONES ANCLAJE PERNO DE ANCLAJE (TIPICO) B HOJA DESLIZANTE P 1/4" ASTM A-27 .15 VASTAGO Ø 1" 1/2" MARCO 0.15 PERFIL EN U h h B COMPUERTA DE HOJA DESLIZANTE h 1 0.30 PERFIL EN U 5 MARCO CONCRETO 2da FASE L L P GUIA 5 L 5 DETALLE 2 HOJA DESLIZANTE P e=1/4" P ESPACIADORA CORTE B - B PERNO DE ANCLAJE 5/8" VASTAGO Ø 5/8" x 12" Ø 9" 5 5 PLANTA DE LA BASE \A1;3 \S7/8"; Ø 5/8" x 12" \A1;1 \S1/8"; VOLANTE \A1;\S5/8"; MECANISMO DE IZAJE H2 VASTAGO D ESC.:1/25 5 5 5 50 5 HOJA DESLIZANTE PL 1/4" HOJA DESLIZANTE PL 1/4" MARCO MARCO ESC.:1/25 COMPUERTA TIPO TARJETA ELEVACION FRONTAL CORTE A - A ESC.:1/25 A A B B 5 5 5 .50 Hoja de Compuerta .50 x .55 x 1/4" CORTE B - B ESC.:1/25 5 Muro de Canal Muro de Canal DETALLE 1 DETALLE 2 Hoja de Compuerta .50 x .55 x 1/4" Angulo 1 1/2" x 1 1/2" x 1/4" Jebe 3/8" x 3/4" Perno 1/4" x 1 1/2" Platina 3/8" x 3/4" Anclaje ø 3/8" x 0.10 @ 0.30 m. DETALLE 2 ESC.:1/10 1/2" 1/2" \A1;1 \S1/2"; \A1;1 \S1/2"; \A1;\S1/4"; 2" \A1;\S7/8"; 2" \A1;\S7/8"; 2" 2" \A1;\S7/8"; \A1;\S7/8"; \A1;\S3"/8; 1/2" 1/2" \A1;1 \S1/2"; \A1;1 \S1/2"; DETALLE 1 ESC.:1/7.5 ESC.:1/7.5 DETALLE 1 PLANTA h 1 b ESPECIFICACIONES TECNICAS \H0.8x;\lEN EL MECANISMO DE IZAMIENTO DEL VASTAGO ROSCADO, LA TUERCA DEBE ESTAR CONSTITUIDA DE UNA ALEACION DE BRONCE RESISTENTE A LOS ESFUERZOS CORRES- PONDIENTES, PARA EVITAR EL DESGASTE PREMATURO DE DICHO MECANISMO, ES DECIR DE MATERIAL DIFERENTE AL VASTAGO DE ACERO. (SAE - 1045). EL TORNILLO DEL VASTAGO DEBE TENER SU ACABADO SUPERFICIAL MUY FINO Y LA TUERCA INTERIORMENTE MONTADA ENTRE DOS RODAMIENTOS DE BOLA DE CONTACTO ANGULAR, PARA REDUCIR LA RESIS- TENCIA AL GIRO DEL MECANISMO EN AMBOS SENTIDOS. LAS COMPUERTAS SERAN PROTEGIDOS CON PINTURA ANTICORROSIVA Y SU FABRICACION DEBERA HACERSE POR UNA EMPRESA ESPECIALIZADA EN EL RAMO. -PERFILES LAMINADOS EN CALIENTE ASTM A - 36 -ACERO ESTRUCTURAL ASTM A - 36 -PLANCHA DE ACERO ASTM A - 27 -FUNDICION DE ACERO ASTM A - 490 -PERNOS DE ANCLAJE (pernos hechos a maquina) ASTM A - 36 Tipo 416 -VARILLAS DE ANCLAJE - ACERO ESTRUCTURAL ASTM A - B - 1.44 -PASADOR DE ACERO INOXIDABLE ASTM - 193 -PRESION DEL PASADOR (Camiseta de bronce, pernos en general) AWS - D1 - 1 -SOLDADURA DE PROCEDIMIENTOS WEIDING ELECTRODOS -NEOPRENO SHORE 60 + 5 NOTA \H0.8x;\lEL CONTRATISTA EN BASE AL PLANO DE DISEÑO DEBERA ELABORAR EL PLANO DETALLADO DE COMPUERTAS, PREVIA A SU FABRICACION PARA SU APROBACION POR EL SUPERVISOR CUADRO CARACTERISTICAS COMPUERTA TIPO ARMCO O SIMILAR N° b h h1 Cantidad Ubicación 01 0.60 0.40 1.60 2 CI - 4.0 02 0.50 0.50 1.80 4 4 Canales Integradores TOTAL 06 Unidades CUADRO CARACTERISTICAS COMPUERTA TIPO TARJETA ( .50 x .50 ) 01 CI - 1.0 14 Unidades 02 CI - 2.0 08 Unidades 03 CI - 3.0 22 Unidades 04 CI - 4.0 11 Unidades TOTAL 55 Unidades N° Canal Cantidad Integrador ENERO 2003 INDICADA PROPIETARIO : FECHA : ESCALA : PLANO : COMUNIDAD CAMPESINA DE COPORAQUE RESERVORIO DE "MUYUTTA" DETALLES CAYLLOMA COPORAQUE MUYUTTA : SECTOR : : : AREQUIPA DEPARTAMENTO PROVINCIA DISTRITO UBICACION : 04 LAMINA N° MUNICIPALIDAD DISTRITAL DE COPORAQUE DATUM ELEV 2850.00 0+000 -0+080 2856 2852 2917.40 2916 2912 2908 2904 2900 2896 2892 2888 2884 2880 2876 2872 2868 2864 2860 2915.79 2913.72 -0+040 2911.65 2909.64 2907.87 2906.11 2904.11 0+080 0+040 2905.29 2904.80 2904.35 0+120 2903.82 2903.35 2902.97 0+440 2892.24 0+160 2902.63 2902.15 0+200 2901.47 2901.20 0+240 2900.97 2896.06 0+280 2892.46 0+360 2891.41 2891.75 0+320 2891.06 0+400 2890.79 2890.57 2890.14 2889.23 0+600 0+520 0+480 2888.14 2887.72 2885.29 2885.84 2882.62 0+560 2884.73 2881.10 0+640 2880.04 2878.21 2875.21 2875.06 0+680 2873.70 2872.90 0+720 2871.88 2871.62 2861.39 1+040 0+880 2869.11 2871.21 0+760 2871.42 2870.79 0+800 0+840 2868.89 2868.79 2868.45 0+960 0+920 2867.67 2866.47 2865.69 2865.10 1+000 2863.60 2862.70 2862.40 1+080 2860.77 2859.60 2858.81 1+120 2857.82 2857.24 1+160 2856.75 2856.19 1+200 2855.55 1 9 2860 2870 8 7 2870 2880 6 5 2880 2890 4 2900 3 2890 2 QUEBRADA EL GRANO ROCA ESCORPADA 2900 1 2910 2850.00 0+000 -0+080 2917.40 2916 2912 2908 2904 2900 2896 2892 2888 2884 2880 2915.79 2913.72 -0+040 2911.65 2909.64 2907.87 2906.11 2904.11 0+080 0+040 2905.29 2904.80 2904.35 0+120 2903.82 2903.35 2902.97 0+440 2892.24 0+160 2902.63 2902.15 0+200 2901.47 2901.20 0+240 2900.97 2896.06 0+280 2892.46 0+360 2891.41 2891.75 0+320 2891.06 0+400 2890.79 2890.57 2890.14 2889.23 0+600 0+520 0+480 2888.14 2887.72 2885.29 2885.84 2882.62 0+560 2884.73 2881.10 0+640 2880.04 2878.21 2875.21 2875.06 0+680 2873.70 2872.90 0+720 2871.88 2871.62 2861.39 1+040 0+880 2869.11 2871.21 0+760 2871.42 2870.79 0+800 0+840 2868.89 2868.79 2868.45 0+960 0+920 2867.67 2866.47 2865.69 2865.10 1+000 2863.60 2862.70 2862.40 1+080 2860.77 2859.60 2858.81 1+120 2857.82 2857.24 1+160 2856.75 2856.19 1+200 2855.55 COTA TERRENO PERFIL LONGITUDINAL H= 1/2000 V= 1/200 KILOMETRAJE REPARTIDOR - CANAL MATRIS PLANTA ESCALA = 1/2000 2860 KM 1+200 LINEA DE EMPALME KM 0+000 UBICACION : LAMINA N° DISTRITO PROVINCIA DEPARTAMENTO AREQUIPA : : : 02 PLANTA Y PERFIL TOPOGRAFICO SECTOR : PLANO : ESCALA : FECHA : PROPIETARIO : INDICADA ENERO 2003 COMUNIDAD CAMPESINA DE COPORAQUE MUYUTTA COPORAQUE CAYLLOMA MUNICIPALIDAD DISTRITAL DE COPORAQUE CANAL-RESERVORIO DE "MUYUTTA" A CHIVAY A CALLALLI REPARTIDOR CANAL MATRIZ- CACHULLA RESERVORIO MUYUTTA 3 54 3 60 0,25 0,25 4,5 4,5 R4 1,3 0,2 \A1;.15 \A1;.40 \A1;.15 \A1;.10 \A1;.40 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.15 0.1499999999999773 0.3999999999999773 0.1499999999999773 0.1000000000000014 0.4000000000000057 CONCRETO SIMPLE fb=175Kg/0m2 SECCION: 4-4 (ESCALA 1:25) SECCION: 3-3 (ESCALA 1:25) 0.1499999999999773 0.3999999999999773 0.1499999999999773 CONCRETO SIMPLE fb=210Kg/0m2 0.1499999999999986 0.1499999999999986 0.1999999999999957 0.1499999999999986 S=0.01 S=0.01 VARIABLE DE : .10 A .3.8 d 3/8 C..25 \A1;.40 \A1;.15 \A1;.15 R8 R7 1.90 8.40 3 0,7 0,25 40 0,25 0,7 40 \A1;R4.24 \A1;R3.00 \A1;1.40 \A1;2.00 \A1;3.40 \A1;4.50 \A1;1.85 \A1;.55 5 5 5 2.0 5 5 5 CANAL DE AGUA GRANDE REVESTIDO RANURA PARA COMPUERTA TIPO KM. 0.250.00. 0.5516249059296001 0,15 0,4 0,15 R4,24 R3 1,4 2 3,4 4,5 1,85 0,55 1,1 0,25 0,2 0,3 0,2 0,15 0,7 0,1 0,7 3 0,25 0,07 0,2 0,7 0,25 0,1 0,4 0,15 1,59 0,15 0,2 0,1 1 0,25 0.90 0,15 0,2 1,94 0,1 0,25 0,15 0.40 0,15 0,1 0.40 0,15 0.40 0,15 0,15 0,15 0,2 0,15 0,15 3 54 3 60 0,25 0,25 4,5 4,5 R4 1,3 0,2 R8 R7 1.90 8.40 \A1;.40 \A1;.15 \A1;.15 3 0,7 0,25 40 0,25 0,7 40 0,15 0,4 0,15 R4,24 R3 1,4 2 3,4 4,5 1,85 0,55 1,1 0,25 0,2 0,3 0,2 0,15 0,7 0,1 0,7 3 0,25 0,07 0,2 0,7 0,25 0,1 0,4 0,15 1,59 0,15 0,2 0,1 1 0,25 0.90 0,15 0,2 1,94 0,1 0,25 0,15 0.40 0,15 0,1 0.40 0,15 0.40 0,15 0,15 0,15 0,2 0,15 0,15 5 5 5 5 5 5 5 5 JUNTA DE EXPANCION W= 9.6" 1% JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" 5 CAMINO 5 5 5 5 4 4 1.90 8.40 CANAL DE DESCARGA LIMPIA Y REBOSE 5 5 5 3 3 5 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 5 5 5 5 5 5 CARRETERA A CAYLLOMA CARRETERA A CHIVAY CANAL DE LIMPIA 2892.99 5 5 5 5 5 5 5 5 5 5 INGRESO 5 2900 2899 2898 2897 2896 2895 2894 2893 2892 5 5 5 5 5 5 5 5 5 5 5 PRIMERA CAPA DE CONCRETO 5 CONCRETO f'g=210 Kg/cm2 5 CONCRETO CICLOPEO f'e=175Kg/cm2+25%PN.(4" MAX.) CONCRETO CICLOPEO f'e=175Kg/cm2+25%PN.(4" MAX.) S=0.01 CONCRETO CICLOPEO f'e=140Kg/cm2+30%PN.(8" MAX.) RELLENO COMPACTO JUNTA DE CONSTRUCCION 5 5 5 5 5 5 5 5 5 5 5 0.90 5 5 5 5 5 s = 0.01 2895.02 2895.02 2895.02 2895.02 <> 0.40 5 5 0.40 CONCRETO SIMPLE fb=175Kg/0m2 SECCION: 4-4 (ESCALA 1:25) SECCION: 3-3 (ESCALA 1:25) 5 0.40 5 CONCRETO SIMPLE fb=210Kg/0m2 5 5 5 5 S=0.01 S=0.01 VARIABLE DE : .10 A .3.8 d 3/8 C..25 1 1 1 1 3/8"@.25 5 PLANTA ESCALA = 1/150 SECCION 1-1 ESCALA = 1/25 SECCION 2-2 ESCALA = 1/25 UBICACION : LAMINA N° DISTRITO PROVINCIA DEPARTAMENTO AREQUIPA : : : 01 PLANTA Y PERFIL TOPOGRAFICO SECTOR : PLANO : ESCALA : FECHA : PROPIETARIO : INDICADA ENERO 2003 COMUNIDAD CAMPESINA DE COPORAQUE MUYUTTA COPORAQUE CAYLLOMA MUNICIPALIDAD DISTRITAL DE COPORAQUE RESERVORIO DE "MUYUTTA" SALIDA 5 5 5 5 5 5 5 5 JUNTA DE EXPANCION W= 9.6" 1% JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" 5 CAMINO 5 5 5 5 4 4 1.90 8.40 CANAL DE DESCARGA LIMPIA Y REBOSE 5 5 5 3 3 5 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 5 5 5 5 5 5 CARRETERA A CAYLLOMA CARRETERA A CHIVAY CANAL DE LIMPIA 2892.99 5 5 5 5 5 5 5 5 5 5 INGRESO 5 2900 2899 2898 2897 2896 2895 2894 2893 2892 5 5 5 5 5 5 5 5 5 5 5 PRIMERA CAPA DE CONCRETO 5 CONCRETO f'g=210 Kg/cm2 5 CONCRETO CICLOPEO f'e=175Kg/cm2+25%PN.(4" MAX.) CONCRETO CICLOPEO f'e=175Kg/cm2+25%PN.(4" MAX.) S=0.01 CONCRETO CICLOPEO f'e=140Kg/cm2+30%PN.(8" MAX.) RELLENO COMPACTO JUNTA DE CONSTRUCCION 5 5 5 5 5 5 5 5 5 5 5 0.90 5 5 5 5 5 s = 0.01 2895.02 2895.02 2895.02 2895.02 <> 0.40 5 5 0.40 CONCRETO SIMPLE fb=175Kg/0m2 SECCION: 4-4 (ESCALA 1:25) SECCION: 3-3 (ESCALA 1:25) 5 0.40 5 CONCRETO SIMPLE fb=210Kg/0m2 5 5 5 5 S=0.01 S=0.01 VARIABLE DE : .10 A .3.8 d 3/8 C..25 1 1 1 1 3/8"@.25 5 PLANTA ESCALA = 1/150 SECCION 1-1 ESCALA = 1/25 SECCION 2-2 ESCALA = 1/25 UBICACION : LAMINA N° DISTRITO PROVINCIA DEPARTAMENTO AREQUIPA : : : 01 PLANTA Y PERFIL TOPOGRAFICO SECTOR : PLANO : ESCALA : FECHA : PROPIETARIO : INDICADA ENERO 2003 COMUNIDAD CAMPESINA DE COPORAQUE MUYUTTA COPORAQUE CAYLLOMA MUNICIPALIDAD DISTRITAL DE COPORAQUE RESERVORIO DE "MUYUTTA" SALIDA JUNTA DE EXPANCION W= 9.6" 1% JUNTA DE EXPANCION JUNTA DE EXPANCION JUNTA DE EXPANCION JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" CAMINO 4 4 CANAL DE DESCARGA LIMPIA Y REBOSE 3 3 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% CANAL DE LIMPIA 2892.99 INGRESO 2892 s = 0.01 2895.02 2895.02 2895.02 2895.02 1 1 1 1 SALIDA 0,55 1,85 4,5 3,4 2 1,4 R4,24 0,15 0,4 0,15 3 \A1;.15 \A1;.15 \A1;.40 8.40 1.90 R7 R8 0,2 1,3 R4 4,5 JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" JUNTA DE EXPANCION W= 9.6" 1% 1% 1% 1% 2895.02 0,55 1,85 4,5 3,4 2 1,4 R4,24 0,15 0,4 0,15 4,5 4,5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots	Missing Attachment Missing Attachment Missing Attachment
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	arequipa, autocad, DETAIL, details, distribution, DWG, fornecimento de água, full, kläranlage, l'approvisionnement en eau, PERU, profile, reservoir, structure, supply, topography, treatment plant, wasserversorgung, water