Structural Plant Wastewater Treatment DWG Detail for AutoCAD

Structural Plant Wastewater Treatment DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

Detail, Pipe diameter, platen, tube, Pipes in walls, Concrete wall, Detail pass from, tube, variable, variable, variable, variable, variable, variable, Drying bed, scale……………., Geometry plant, scale……………., Reinforcement plant, scale……………., cut, Aru, scale……………., Geometry plant, Reinforcement plant, scale……………., cut, scale……………., cut, scale……………., Reinforcement plant, scale……………., cut, scale……………., cut, Tank by pass, Screening channel, scale……………., Geometry plant, scale……………., cut, scale……………., cut, Fat trap, scale……………., Geometry plant, scale……………., Reinforcement plant, scale……………., cut, scale……………., cut, Geometry plant, scale……………., cut, scale……………., cut, Uasb reactor, scale……………., Reinforcement plant, Primary settler, Aerator tank, Plant view, scale……………., cut, scale……………., cut, scale……………., cut, variable, variable, variable, scale……………., Geometry cut, Note: provide screening screen anchorage in screening channel before casting, Note: provide for anchorage of ladder, Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measurements are in except where other concrete is indicated of slabs aggregate thick angular of nominal of maximum relation to use an integral waterproofing additive for concrete type dm according to the specifications of the manufacturer. If it is required to leave seals, tape should be used to seal seals of the sika pvc tape type according to the manufacturer’s recommendations. For joints of floor slabs with the joint should be left above the upper level of the floor slab. Use sika tape equivalent pvc in any case follow the manufacturer’s. A clean surface must be created intentionally rough in that it allows a better adhesion. It is necessary to use sikadur primer in contact surfaces between concrete of different ages of before beginning the manufacture of any structure the contractor must take physical dimensions in field. Improve soil with cement where the soil requires it. It is necessary to remove the vegetal layer of the soil to realize fillings in compacted in of thickness of each layer of the recommendations of the geotecnista. Place poor concrete cm cleaning base the foundation soil fill soil must be checked approved on site by the geotechnical engineer. The geotechnical engineer will review to approve the conditions of stability of the excavation. For the depth of the terrain along the structures see hydraulic planes., Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measurements are in except where other concrete is indicated of slabs aggregate thick angular of nominal of maximum relation to use an integral waterproofing additive for concrete type dm according to the specifications of the manufacturer. If it is required to leave seals, tape should be used to seal seals of the sika pvc tape type according to the manufacturer’s recommendations. For joints of floor slabs with the joint should be left above the upper level of the floor slab. Use sika tape equivalent pvc in any case follow the manufacturer’s. A clean surface must be created intentionally rough in that it allows a better adhesion. It is necessary to use sikadur primer in contact surfaces between concrete of different ages of before beginning the manufacture of any structure the contractor must take physical dimensions in field. Improve soil with cement where the soil requires it. It is necessary to remove the vegetal layer of the soil to realize fillings in compacted in of thickness of each layer of the recommendations of the geotecnista. Place poor concrete cm cleaning base the foundation soil fill soil must be checked approved on site by the geotechnical engineer. The geotechnical engineer will review to approve the conditions of stability of the excavation. For the depth of the terrain along the structures see hydraulic planes., scale……………., Reed plant, scale……………., Reed plant, Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measures are in except where indicated other concrete of walls added slabs

Raw text data extracted from CAD file:

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5 5 5 14 5 5 DETALLE PLATINA PASA TUBO 6mm E60XX 5 5 5 5 5 5 Diametro Tubo Platina t=6mm Tubo d TUBOS EN MUROS Ø 1/2" Ø ½" Muro en concreto 6mm E60XX DETALLE PASE DE \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;Diametro Tubo \A1;VARIABLE \A1;.61 \A1;.15 \A1;.61 \A1;.15 \A1;.15 \A1;VARIABLE \A1;.30 \A1;VARIABLE \A1;7.02 \A1;3.38 \A1;2.98 \A1;3.17 \A1;2.77 5 VARIABLE 5 \A1;1.02 \A1;VARIABLE \A1;1.09 5 VARIABLE 5 \A1;.85 \A1;VARIABLE \A1;.92 5 VARIABLE 5 \A1;.35 \A1;VARIABLE \A1;.35 \A1;2.28 \A1;1.77 5 VARIABLE 5 \A1;.15 \A1;VARIABLE \A1;.61 \A1;2.22 \A1;2.03 5 5 VARIABLE \A1;.15 \A1;.61 \A1;VARIABLE 5 5 VARIABLE \A1;.15 \A1;.30 \A1;VARIABLE 5 5 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LECHO DE SECADO ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 PLANTA DE REFUERZO ESCALA................ 1 : 5 0 CORTE A-A ARU ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA PLANTA DE REFUERZO ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B ESCALA................ 1 : 5 0 PLANTA DE REFUERZO A B ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE BY PASS A A CANAL DE CRIBADO B A 5 ESCALA................ 1 : 5 0 PLANTA DE GEOMETRIA \A1; #3 c/.15 <\Fromans|c0;A7\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A5\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> 4 #3 (L=3.17) c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> 5 5 5 5 5 4 #3 (L=2.85) c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> 5 5 5 5 5 #3 c/.14 \A1;<\Fromans|c0;A7\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A8\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> 7 #3 (L=1.96) c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> 6 #3 (L=1.80) c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> 5 5 5 5 5 5 #3 c/.15 \A1;<\Fromans|c0;A6\Fromans|c238;> #3 c/.15 \A1;<\Fromans|c0;A5\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A3\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> 2 #3(L=1.72) c/.15 \A1;<\Fromans|c0;A6\Fromans|c238;> 2 #3 (L=1.91) c/.15 \A1;<\Fromans|c0;A5\Fromans|c238;> 5 5 5 5 5 5 5 5 \A1;4 #3 (L=2.15) c/.15 <\Fromans|c0;A8\Fromans|c238;> \A1;4 #3 (L=2.51) c/.15 <\Fromans|c0;A7\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 #3 c/.12 \A1;<\Fromans|c0;A13\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A20\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A19\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A17\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A14\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A16\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A20\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A21\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A19\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A15\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A14\Fromans|c238;> \A1; #3 c/.12 <\Fromans|c0;A13\Fromans|c238;> \A1; 16#3 (L=1.58)c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1;16 #3 (L=1.56) c/.15 <\Fromans|c0;A19\Fromans|c238;> \A1;14 #3 (L=2.22) c/.15 <\Fromans|c0;A20\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A28\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;#3 c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1;#3 <\Fromans|c0;A31\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A21\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A37\Fromans|c238;> \A1;#3c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A37\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A34\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A35\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A36\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A35\Fromans|c238;> D D \A1; #3 c/.15 <\Fromans|c0;A7\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A5\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A9\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A10\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A5\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A11\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A12\Fromans|c238;> 1 #3 (L=2.21) c/.12 \A1;<\Fromans|c0;A9\Fromans|c238;> 1 #3 (L=2.05) c/.12 \A1;<\Fromans|c0;A10\Fromans|c238;> 1 #3 (L=.52)c/.12 \A1;<\Fromans|c0;A11\Fromans|c238;> 1 #3 (L=.36)c/.12 \A1;<\Fromans|c0;A12\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 #3 c/.15 \A1;<\Fromans|c0;A7\Fromans|c238;> #3 c/.15 \A1;<\Fromans|c0;A8\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE D-D #3 c/.12 \A1;<\Fromans|c0;A15\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A17\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A16\Fromans|c238;> 6 #3 (L=2.67) c/.12 \A1;<\Fromans|c0;A15\Fromans|c238;> 5 #3 (L=2.99) c/.12 \A1;<\Fromans|c0;A14\Fromans|c238;> 8 #3 (L=2.41) c/.12 \A1;<\Fromans|c0;A13\Fromans|c238;> 5 #3 (L=3.06) c/.12 \A1;<\Fromans|c0;A16\Fromans|c238;> 6 #3 (L=2.9) c/.12 \A1;<\Fromans|c0;A17\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1; 14 #3 (L=435) c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; 14 #3 (L=4.72) c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1; 14 #3 (L=3.12) c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1; 14 #3 (L=3.89) c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1; 14 #3 (L=4.50) c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1;76 #3 (L=1.86) c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;38 #3 (L=1.88) c/.15 <\Fromans|c0;A28\Fromans|c238;> \A1;74 #3 (L=2.49)c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;6 #3 (L=.50) c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1;2 #3 <\Fromans|c0;A31\Fromans|c238;> \A1;28 #3 (L=2.04)c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;30 #3 (L=1.76) c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;14 #3 c/.15 <\Fromans|c0;A34\Fromans|c238;> \A1; 15 #3 c/.15 <\Fromans|c0;A35\Fromans|c238;> \A1;15 #3 c/.15 <\Fromans|c0;A36\Fromans|c238;> \A1;30 #3 c/.15 <\Fromans|c0;A37\Fromans|c238;> 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 5 5 5 5 5 5 5 5 5 \A1;12 #3 (L=2.37) c/.14 <\Fromans|c0;A21\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE A-A #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A47\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A48\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A50\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A49\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A53\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A54\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A55\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A51\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A52\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A51\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A53\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A44\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A44\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A43\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A43\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A52\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20\A1;<\Fromans|c0;A38\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> \A1;#4 c/.15 <\Fromans|c0;A55\Fromans|c238;> \A1;#4 c/.15 <\Fromans|c0;A55\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A54\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A54\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A49\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A50\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 TRAMPA DE GRASAS ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 PLANTA DE REFUERZO B B A A ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B #4 c/.25 \A1;<\Fromans|c0;A57\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A58\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A60\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A62\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A63\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A64\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A66\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A62\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A57\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A73\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A57\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A56\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A59\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A60\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A58\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A64\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> 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 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 5 B B C C 5 5 5 REACTOR UASB ESCALA................ 1 : 5 0 PLANTA DE REFUERZO A A SEDIMENTADOR PRIMARIO TANQUE DE AIREADOR VISTA EN PLANTA A A B B \A1;#3 c/.14 <\Fromans|c0;A73\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A75\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A74\Fromans|c238;> \A1;#3 c/.135 <\Fromans|c0;A75\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A77\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A76\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A78\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A79\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A80\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A81\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A82\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A83\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B A C A C B B D D ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A89\Fromans|c238;> #6c/.15\A1;<\Fromans|c0;A90\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A94\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A95\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A97\Fromans|c238;> #6c/.15\A1;<\Fromans|c0;A98\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> 1#4 \A1;<\Fromans|c0;A105(a)\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A101\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A97\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A98\Fromans|c238;> \A1;#6 c/.15 <\Fromans|c0;A89\Fromans|c238;> \A1;#6 c/.15 <\Fromans|c0;A90\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> \A1; #4 c/.15 <\Fromans|c0;A101\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A104(a)\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A107\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A106\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 1 #5 \A1;<\Fromans|c0;A105\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A104\Fromans|c238;> 1#4 \A1;<\Fromans|c0;A107\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A106\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A97\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A98\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> V-01 Son.=2un. 6c/.20<A111> 5c/.10<A111> \A1;2 #5 (L=6.30) <\Fromans|c0;A112\Fromans|c238;> \A1;2 #5 (L=6.30) <\Fromans|c0;A112\Fromans|c238;> S=29x33 30 #5 (L=6.72)c/.20 \A1;<\Fromans|c0;A38\Fromans|c238;> 28 #5 (L=7.73)c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> 30 #5 (L=7.94)c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> 30 #5 (L=6.23)c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> 30 #5 (L=8.98)c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> 42 #5 (L=4.20)c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> 40 #5 (L=3.51)c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> 42 #5 (L=6.16)c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> 40 #5 (L=3.96)c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> 42 #5 (L=4.11)c/.20 \A1;<\Fromans|c0;A47\Fromans|c238;> 40 #5 (L=4.89)c/.20 \A1;<\Fromans|c0;A48\Fromans|c238;> 42 #4 (L=7.38)c/.20 \A1;<\Fromans|c0;A49\Fromans|c238;> 40 #4 (L=6.38)c/.20 \A1;<\Fromans|c0;A50\Fromans|c238;> 116 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> 110 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> 108 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A53\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A54\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A55\Fromans|c238;> 16 #4 (L=2.86)c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> 18 #4 (L=3.32)c/.25 \A1;<\Fromans|c0;A57\Fromans|c238;> 12 #4 (L=2.34)c/.25 \A1;<\Fromans|c0;A58\Fromans|c238;> 20 #4 (L=2.15)c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> 18 #4 (L=2.19)c/.25 \A1;<\Fromans|c0;A60\Fromans|c238;> 18 #4 (L=3.11)c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> 8 #4 (L=3.16)c/.25 \A1;<\Fromans|c0;A62\Fromans|c238;> 6 #4 (L=2.57)c/.25 \A1;<\Fromans|c0;A63\Fromans|c238;> 6 #4 (L=1.87)c/.25 \A1;<\Fromans|c0;A64\Fromans|c238;> 6 #4 (L=2.61)c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> 6 #4 (L=2.32)c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> 8 #4 (L=2.80)c/.25 \A1;<\Fromans|c0;A66\Fromans|c238;> 12 #4 (L=1.66)c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> 22 #4(L=VAR.)c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> 18 #4(L=VAR.) c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> 18 #4(L=VAR.) c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> 20 #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> \A1;16 #3 \A0;(L=2.55)c/.14 <\Fromans|c0;A73\Fromans|c238;> \A1;16 #3 c/.14 <\Fromans|c0;A74\Fromans|c238;> \A1;44 #3 \A0;(L=2.34)c/.14 <\Fromans|c0;A75\Fromans|c238;> \A1;20 #3 \A0;(L=1.77)c/.15 <\Fromans|c0;A76\Fromans|c238;> \A1;16 #3 \A0;(L=1.90)c/.15 <\Fromans|c0;A77\Fromans|c238;> \A1;16 #3 \A0;(L=.94)c/.14 <\Fromans|c0;A78\Fromans|c238;> \A1;32 #3 \A0;(L=.86)c/.14 <\Fromans|c0;A79\Fromans|c238;> \A1;11 #3 c/.15 <\Fromans|c0;A80\Fromans|c238;> \A1;9 #3 c/.15 <\Fromans|c0;A81\Fromans|c238;> \A1;21 #3 \A0;(L=3.42)c/.15 <\Fromans|c0;A83\Fromans|c238;> \A1;23 #3 \A0;(L=3.73)c/.15 <\Fromans|c0;A82\Fromans|c238;> 98 #5 (L=6.85)c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> 94 #5 (L=7.62)c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> 92 #5 (L=4.80)c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> 94 #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 98 #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> 76 #6 (L=8.30)c/.15 \A1;<\Fromans|c0;A89\Fromans|c238;> 68 #6 (L=7.92)c/.15\A1;<\Fromans|c0;A90\Fromans|c238;> 39 #5 (L=6.84)c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> 35 #5 (L=5.95)c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> 72 #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> 64#4 (L=2.28)c/.15 \A1;<\Fromans|c0;A94\Fromans|c238;> 64 #4 (L=2.80)c/.15 \A1;<\Fromans|c0;A95\Fromans|c238;> 64 #4 (L=1.90)c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> 60 #6 (L=8.28)c/.15 \A1;<\Fromans|c0;A97\Fromans|c238;> 56 #6 (L=8.80)c/.15\A1;<\Fromans|c0;A98\Fromans|c238;> 30 #5 (L=8.06)c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> 28 #5 (L=7.14)c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> 30 #4 c/.15 \A1;<\Fromans|c0;A101\Fromans|c238;> 38#4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> 52 #6 (L=7.70)c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> 5c/.10<A111> 6c/.20<A111> 5c/.10<A111> 5c/.10<A111> 5 5 5 5 5 32 FL#3 L=1.14 <A111> 5 5 5 16 #4 (L=1.34)\A1;<\Fromans|c0;A106\Fromans|c238;> 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 5 5 5 VARIABLE 5 5 VARIABLE 5 5 VARIABLE 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 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 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 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 5 5 5 5 #4c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> 64 #4 (L=1.42)c/.15 \A1;<\Fromans|c0;A94(a)\Fromans|c238;> 5 5 5 5 5 5 5 5 5 10 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 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 5 5 5 5 V-01 V-01 5 ESCALA................ 1 : 5 0 GEOMETRIA CORTE A-A 5 5 B B 8 #4(L=.44) \A1;<\Fromans|c0;A107\Fromans|c238;> 8 #5 (L=.60)\A1;<\Fromans|c0;A105\Fromans|c238;> 16 #4(L=1.42) \A1;<\Fromans|c0;A104\Fromans|c238;> \A1;.07 \A1;.10 \A1;.10 \A1;.07 \A1;.05 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.05 5 5 5 5 5 5 5 5 5 16#4(L=1.47) \A1;<\Fromans|c0;A104(a)\Fromans|c238;> \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.07 8#4 (L=.94)\A1;<\Fromans|c0;A105(a)\Fromans|c238;> NOTA: Prever anclaje de rejilla de cribado en canal de cribado antes de fundir NOTA: Prever anclaje de escalera E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. ESCALA................ 1 : 5 0 PLANTA DE REFURZOS ESCALA................ 1 : 5 0 PLANTA DE REFURZOS E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. VARIABLE 5 5 5 5 5 VARIABLE 5 VARIABLE E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. 5 5 5 5 5 5 5 5 5

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

Detail, Pipe diameter, platen, tube, Pipes in walls, Concrete wall, Detail pass from, tube, variable, variable, variable, variable, variable, variable, Drying bed, scale……………., Geometry plant, scale……………., Reinforcement plant, scale……………., cut, Aru, scale……………., Geometry plant, Reinforcement plant, scale……………., cut, scale……………., cut, scale……………., Reinforcement plant, scale……………., cut, scale……………., cut, Tank by pass, Screening channel, scale……………., Geometry plant, scale……………., cut, scale……………., cut, Fat trap, scale……………., Geometry plant, scale……………., Reinforcement plant, scale……………., cut, scale……………., cut, Geometry plant, scale……………., cut, scale……………., cut, Uasb reactor, scale……………., Reinforcement plant, Primary settler, Aerator tank, Plant view, scale……………., cut, scale……………., cut, scale……………., cut, variable, variable, variable, scale……………., Geometry cut, Note: provide screening screen anchorage in screening channel before casting, Note: provide for anchoring ladder, Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measures are in except where other concrete of walls is indicated slabs aggregate thick angular of nominal of maximum relation to use an integral waterproofing additive for concrete type dm according to the specifications of the manufacturer. If it is required to leave seals, tape should be used to seal seals of the sika pvc tape type according to the manufacturer’s recommendations. For joints of floor slabs with the joint must be left above the upper level of the floor slab. Use sika tape pvc equivalent in any case follow the manufacturer’s. A clean surface must be created intentionally rough in that it allows a better adhesion. You must use first sikadur in contact surfaces between concrete of different ages of before beginning the manufacture of any structure the contractor should take physical dimensions in the field. Improve soil with cement where the soil requires. It is necessary to remove the vegetal layer of the soil to realize fillings in compacted in of thickness of each layer of the recommendations of the geotechnist. Place base of clean concrete cm the foundation soil the soil of filler must be checked approved on site by the geotechnical engineer. The geotechnical engineer will review to approve the conditions of stability of the excavation. For the depth of the terrain together the structures see hydraulic planes., Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measures are in except where other concrete of walls is indicated slabs aggregate thick angular of nominal of maximum relation to use an integral waterproofing additive for concrete type dm according to the specifications of the manufacturer. If it is required to leave seals, tape should be used to seal seals of the sika pvc tape type according to the manufacturer’s recommendations. For joints of floor slabs with the joint must be left above the upper level of the floor slab. Use sika tape pvc equivalent in any case follow the manufacturer’s. A clean surface must be created intentionally rough in that it allows a better adhesion. You must use first sikadur in contact surfaces between concrete of different ages of before beginning the manufacture of any structure the contractor should take physical dimensions in the field. Improve soil with cement where the soil requires. It is necessary to remove the vegetal layer of the soil to realize fillings in compacted in of thickness of each layer of the recommendations of the geotechnist. Place base of clean concrete cm the foundation soil the soil of filler must be checked approved on site by the geotechnical engineer. The geotechnical engineer will review to approve the conditions of stability of the excavation. For the depth of the terrain along the structures see hydraulic planes., scale……………., Reed plant, scale……………., Reed plant, Quantity rods, Rod number, Length in meters, Steel f and p.s.i, Nomenclature reinforcement, length, hook, No night, Diam.pulg., Concrete f’c p.s.i, General notes:, All measures are in except where indicated other concrete of walls added slabs

Raw text data extracted from CAD file:

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\A1;.30 \A1;7.10 \A1;.30 \A1;1.74 \A1;.30 \A1;.30 \A1;.33 \A1;.07 \A1;.30 \A1;.47 \A1;.39 \A1;.25 \A1;.47 \A1;1.77 \A1;.40 \A1;.45 \A1;.45 \A1;3.60 \A1;1.81 \A1;1.81 \A1;1.81 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;2.41 \A1;2.00 \A1;2.41 \A1;.10 \A1;.10 \A1;1.21 \A1;1.60 \A1;1.21 \A1;.33 \A1;.33 \A1;.29 \A1;.29 \A1;7.57 \A1;4.70 \A1;.35 \A1;4.00 \A1;.35 \A1;.35 \A1;.23 \A1;.17 \A1;1.05 \A1;.26 \A1;.59 \A1;.26 \A1;1.05 \A1;.17 \A1;.23 \A1;.35 \A1;.40 \A1;.33 \A1;5.92 \A1;.15 \A1;.90 \A1;.15 \A1;1.36 \A1;.51 \A1;.15 \A1;.55 \A1;.85 \A1;1.30 \A1;.45 \A1;.23 \A1;1.41 \A1;.51 \A1;.15 \A1;.55 \A1;1.45 \A1;.28 \A1;60° \A1;60° \A1;.15 \A1;.35 \A1;.15 \A1;.10 \A1;.15 \A1;.35 \A1;.15 \A1;1.30 \A1;.65 \A1;.81 \A1;3.89 \A1;2.63 \A1;.15 \A1;1.05 \A1;.15 \A1;.33 \A1;.35 \A1;.30 \A1;.25 \A1;.17 \A1;.25 \A1;.30 \A1;.33 \A1;.16 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.30 \A1;.33 \A1;.35 \A1;.17 -1315.167401270379 -1315.167401270379 \A1;.27 \A1;.09 -1313.892059477662 -1313.892059477662 \A1;1.25 \A1;2.22 \A1;1.25 \A1;.45 \A1;2.22 \A1;.45 \A1;3.89 \A1;4.50 \A1;.10 \A1;1.06 \A1;.70 \A1;1.40 \A1;.99 \A1;.10 \A1;.20 \A1;.20 \A1;.10 \A1;.38 \A1;.10 \A1;.98 \A1;.96 \A1;.10 \A1;1.07 \A1;.59 \A1;4.45 \A1;2.93 \A1;2.88 \A1;.10 \A1;.97 \A1;.30 \A1;1.88 \A1;.59 \A1;.82 \A1;.97 \A1;.24 \A1;.13 -1272.034135325493 -1272.034135325493 -1272.034135325493 -1272.034135325493 -1272.034135325493 \A1;.98 \A1;.13 \A1;.51 \A1;1.13 \A1;.43 -1273.674990579701 -1273.674990579701 -1273.674990579701 -1273.674990579701 -1273.674990579701 \A1;1.00 \A1;2.35 \A1;1.00 -1247.277591195603 -1247.277591195603 -1247.277591195603 1.254097181860971 5 1.254097181860971 0.4500000000000455 5 0.4500000000000455 3.890138251515054 5 1.06492553714952 0.7000000000000455 1.880000000000564 1.400000000000091 0.9898761548131461 5 5 0.2000000000000455 5 5 5 5 5 5 5 5 5 5 5 5 5 4.502795853931957 5 \A1;1.17 \A1;4.38 \A1;1.17 \A1;1.85 \A1;4.02 \A1;1.85 \A1;8.28 \A1;.35 \A1;.35 \A1;1.46 \A1;2.70 \A1;1.76 \A1;1.75 \A1;1.09 \A1;3.57 \A1;1.50 \A1;3.41 \A1;.55 \A1;.55 \A1;3.56 \A1;1.51 \A1;3.38 \A1;7.38 \A1;6.38 \A1;3.90 \A1;3.85 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 \A1;7.94 \A1;6.23 5 5 \A1;1.74 \A1;2.15 \A1;2.19 \A1;2.51 \A1;.30 \A1;.30 \A1;.67 \A1;.76 \A1;.45 \A1;1.07 \A1;.72 \A1;.82 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 5 5 5 5 5 5 5 5 \A1;.58 \A1;1.70 \A1;.58 \A1;.73 \A1;1.86 \A1;.73 \A1;.30 \A1;1.74 \A1;.30 \A1;2.04 \A1;.97 \A1;.15 \A1;1.98 \A1;.44 \A1;.15 \A1;1.73 \A1;.15 \A1;.92 \A1;.15 \A1;1.69 \A1;.48 \A1;.15 \A1;1.36 \A1;.15 \A1;3.10 \A1;.10 \A1;.99 \A1;.81 \A1;3.10 \A1;2.51 \A1;.10 \A1;.99 \A1;.10 \A1;.99 \A1;1.22 \A1;.10 \A1;1.07 \A1;1.38 \A1;1.07 \A1;.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.59 \A1;1.38 \A1;.59 \A1;.60 \A1;1.24 \A1;.60 \A1;.10 \A1;1.08 \A1;.59 \A1;.10 \A1;.10 \A1;.66 \A1;.10 \A1;.54 \A1;.30 5 5 5 5 5 5 5 5 5 5 5 5 \A1;4.52 \A1;1.16 \A1;1.16 \A1;4.21 \A1;1.70 \A1;1.71 \A1;.30 \A1;4.21 \A1;.30 \A1;1.14 \A1;4.56 \A1;1.14 \A1;.91 \A1;4.14 \A1;.91 \A1;4.00 \A1;.30 \A1;.90 \A1;.46 \A1;.15 \A1;.30 \A1;.47 \A1;.39 \A1;.25 \A1;.47 \A1;.40 \A1;.40 \A1;.45 \A1;.45 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 5 5 5 5 5 5 5 5 5 5 \A1;1.12 \A1;7.16 \A1;1.15 \A1;7.15 \A1;.90 \A1;7.02 \A1;4.93 \A1;3.43 \A1;.45 \A1;.25 \A1;1.50 \A1;.46 \A1;.15 5 5 5 5 10 \A1;.30 \A1;.20 \A1;.30 \A1;.33 \A1;1.14 \A1;5.78 \A1;1.14 \A1;.91 \A1;5.32 \A1;.91 \A1;5.20 \A1;3.50 \A1;.30 \A1;.30 \A1;.33 \A1;.07 \A1;.30 \A1;.33 \A1;.16 \A1;.30 \A1;.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.07 5 5 5 5 \A1;.07 \A1;.10 \A1;.10 \A1;.07 \A1;.05 \A1;7.02 \A1;1.78 \A1;.30 \A1;7.10 \A1;.30 \A1;1.53 \A1;1.20 \A1;1.53 \A1;.10 \A1;.10 \A1;1.20 \A1;1.20 \A1;.20 5 5 5 5 5 5 5 5 \A1;.32 \A1;.36 \A1;.32 \A1;.07 \A1;.07 \A1;.22 \A1;.22 \A1;.20 \A1;.20 15 5 5 5 5 \A1;.25 \A1;5.82 \A1;.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.10 \A1;.10 \A1;2.01 \A1;2.01 \A1;1.60 \A1;.15 \A1;.15 \A1;1.10 5 5 5 14 5 5 DETALLE PLATINA PASA TUBO 6mm E60XX 5 5 5 5 5 5 Diametro Tubo Platina t=6mm Tubo d TUBOS EN MUROS Ø 1/2" Ø ½" Muro en concreto 6mm E60XX DETALLE PASE DE \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;Diametro Tubo \A1;VARIABLE \A1;.61 \A1;.15 \A1;.61 \A1;.15 \A1;.15 \A1;VARIABLE \A1;.30 \A1;VARIABLE \A1;7.02 \A1;3.38 \A1;2.98 \A1;3.17 \A1;2.77 5 VARIABLE 5 \A1;1.02 \A1;VARIABLE \A1;1.09 5 VARIABLE 5 \A1;.85 \A1;VARIABLE \A1;.92 5 VARIABLE 5 \A1;.35 \A1;VARIABLE \A1;.35 \A1;2.28 \A1;1.77 5 VARIABLE 5 \A1;.15 \A1;VARIABLE \A1;.61 \A1;2.22 \A1;2.03 5 5 VARIABLE \A1;.15 \A1;.61 \A1;VARIABLE 5 5 VARIABLE \A1;.15 \A1;.30 \A1;VARIABLE 5 5 5 5 5 5 5 5 5 5 A A B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LECHO DE SECADO ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 PLANTA DE REFUERZO ESCALA................ 1 : 5 0 CORTE A-A ARU ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA PLANTA DE REFUERZO ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B ESCALA................ 1 : 5 0 PLANTA DE REFUERZO A B ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 5 5 5 5 5 5 5 5 5 TANQUE BY PASS A A CANAL DE CRIBADO B A 5 ESCALA................ 1 : 5 0 PLANTA DE GEOMETRIA \A1; #3 c/.15 <\Fromans|c0;A7\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A5\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> 4 #3 (L=3.17) c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> 5 5 5 5 5 4 #3 (L=2.85) c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> 5 5 5 5 5 #3 c/.14 \A1;<\Fromans|c0;A7\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A8\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> 7 #3 (L=1.96) c/.14 \A1;<\Fromans|c0;A3\Fromans|c238;> 6 #3 (L=1.80) c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> 5 5 5 5 5 5 #3 c/.15 \A1;<\Fromans|c0;A6\Fromans|c238;> #3 c/.15 \A1;<\Fromans|c0;A5\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A3\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A2\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A1\Fromans|c238;> 2 #3(L=1.72) c/.15 \A1;<\Fromans|c0;A6\Fromans|c238;> 2 #3 (L=1.91) c/.15 \A1;<\Fromans|c0;A5\Fromans|c238;> 5 5 5 5 5 5 5 5 \A1;4 #3 (L=2.15) c/.15 <\Fromans|c0;A8\Fromans|c238;> \A1;4 #3 (L=2.51) c/.15 <\Fromans|c0;A7\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 #3 c/.12 \A1;<\Fromans|c0;A13\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A20\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A19\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A17\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A14\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A16\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A20\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A21\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A19\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A15\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A14\Fromans|c238;> \A1; #3 c/.12 <\Fromans|c0;A13\Fromans|c238;> \A1; 16#3 (L=1.58)c/.15 <\Fromans|c0;A18\Fromans|c238;> \A1;16 #3 (L=1.56) c/.15 <\Fromans|c0;A19\Fromans|c238;> \A1;14 #3 (L=2.22) c/.15 <\Fromans|c0;A20\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A28\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;#3 c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1;#3 <\Fromans|c0;A31\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A21\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A37\Fromans|c238;> \A1;#3c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A37\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A34\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A35\Fromans|c238;> \A1; #3 c/.15 <\Fromans|c0;A36\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A35\Fromans|c238;> D D \A1; #3 c/.15 <\Fromans|c0;A7\Fromans|c238;> \A1; #3 c/.14 <\Fromans|c0;A5\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A4\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A9\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A10\Fromans|c238;> #3 c/.14 \A1;<\Fromans|c0;A5\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A11\Fromans|c238;> #3 c/.12 \A1;<\Fromans|c0;A12\Fromans|c238;> 1 #3 (L=2.21) c/.12 \A1;<\Fromans|c0;A9\Fromans|c238;> 1 #3 (L=2.05) c/.12 \A1;<\Fromans|c0;A10\Fromans|c238;> 1 #3 (L=.52)c/.12 \A1;<\Fromans|c0;A11\Fromans|c238;> 1 #3 (L=.36)c/.12 \A1;<\Fromans|c0;A12\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 #3 c/.15 \A1;<\Fromans|c0;A7\Fromans|c238;> #3 c/.15 \A1;<\Fromans|c0;A8\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE D-D #3 c/.12 \A1;<\Fromans|c0;A15\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A17\Fromans|c238;> \A1;#3 c/.12 <\Fromans|c0;A16\Fromans|c238;> 6 #3 (L=2.67) c/.12 \A1;<\Fromans|c0;A15\Fromans|c238;> 5 #3 (L=2.99) c/.12 \A1;<\Fromans|c0;A14\Fromans|c238;> 8 #3 (L=2.41) c/.12 \A1;<\Fromans|c0;A13\Fromans|c238;> 5 #3 (L=3.06) c/.12 \A1;<\Fromans|c0;A16\Fromans|c238;> 6 #3 (L=2.9) c/.12 \A1;<\Fromans|c0;A17\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1; 14 #3 (L=435) c/.14 <\Fromans|c0;A22\Fromans|c238;> \A1; 14 #3 (L=4.72) c/.14 <\Fromans|c0;A23\Fromans|c238;> \A1; 14 #3 (L=3.12) c/.14 <\Fromans|c0;A24\Fromans|c238;> \A1; 14 #3 (L=3.89) c/.14 <\Fromans|c0;A25\Fromans|c238;> \A1; 14 #3 (L=4.50) c/.14 <\Fromans|c0;A26\Fromans|c238;> \A1;76 #3 (L=1.86) c/.15 <\Fromans|c0;A27\Fromans|c238;> \A1;38 #3 (L=1.88) c/.15 <\Fromans|c0;A28\Fromans|c238;> \A1;74 #3 (L=2.49)c/.15 <\Fromans|c0;A29\Fromans|c238;> \A1;6 #3 (L=.50) c/.125 <\Fromans|c0;A30\Fromans|c238;> \A1;2 #3 <\Fromans|c0;A31\Fromans|c238;> \A1;28 #3 (L=2.04)c/.15 <\Fromans|c0;A32\Fromans|c238;> \A1;30 #3 (L=1.76) c/.15 <\Fromans|c0;A33\Fromans|c238;> \A1;14 #3 c/.15 <\Fromans|c0;A34\Fromans|c238;> \A1; 15 #3 c/.15 <\Fromans|c0;A35\Fromans|c238;> \A1;15 #3 c/.15 <\Fromans|c0;A36\Fromans|c238;> \A1;30 #3 c/.15 <\Fromans|c0;A37\Fromans|c238;> 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 5 5 5 5 5 5 5 5 5 \A1;12 #3 (L=2.37) c/.14 <\Fromans|c0;A21\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE A-A #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A47\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A48\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A50\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A49\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A53\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A54\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A55\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A51\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A52\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A51\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A53\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A44\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A44\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A43\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A43\Fromans|c238;> \A1; #5 c/.15 <\Fromans|c0;A52\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20\A1;<\Fromans|c0;A38\Fromans|c238;> \A1;#5 c/.20 <\Fromans|c0;A38\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> \A1;#4 c/.15 <\Fromans|c0;A55\Fromans|c238;> \A1;#4 c/.15 <\Fromans|c0;A55\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A54\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A54\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A49\Fromans|c238;> \A1; #4 c/.20 <\Fromans|c0;A50\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> #5 c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> 5 5 5 5 5 5 5 5 5 5 5 5 TRAMPA DE GRASAS ESCALA................ 1 : 5 0 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 PLANTA DE REFUERZO B B A A ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B #4 c/.25 \A1;<\Fromans|c0;A57\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A58\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A60\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A62\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A63\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A64\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A66\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A62\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A69\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A57\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A73\Fromans|c238;> \A1;#4 c/.25 <\Fromans|c0;A57\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A56\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A59\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A60\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A58\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> #4 c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A64\Fromans|c238;> #4c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> #4c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> 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 PLANTA DE GEOMETRÍA ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 5 B B C C 5 5 5 REACTOR UASB ESCALA................ 1 : 5 0 PLANTA DE REFUERZO A A SEDIMENTADOR PRIMARIO TANQUE DE AIREADOR VISTA EN PLANTA A A B B \A1;#3 c/.14 <\Fromans|c0;A73\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A75\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A74\Fromans|c238;> \A1;#3 c/.135 <\Fromans|c0;A75\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A77\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A76\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A78\Fromans|c238;> \A1;#3 c/.14 <\Fromans|c0;A79\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A80\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A81\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A82\Fromans|c238;> \A1;#3 c/.15 <\Fromans|c0;A83\Fromans|c238;> ESCALA................ 1 : 5 0 CORTE A-A ESCALA................ 1 : 5 0 CORTE B-B A C A C B B D D ESCALA................ 1 : 5 0 CORTE B-B 5 5 5 #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A89\Fromans|c238;> #6c/.15\A1;<\Fromans|c0;A90\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A94\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A95\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A97\Fromans|c238;> #6c/.15\A1;<\Fromans|c0;A98\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> 1#4 \A1;<\Fromans|c0;A105(a)\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A101\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A97\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A98\Fromans|c238;> \A1;#6 c/.15 <\Fromans|c0;A89\Fromans|c238;> \A1;#6 c/.15 <\Fromans|c0;A90\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> \A1; #4 c/.15 <\Fromans|c0;A101\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A104(a)\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A107\Fromans|c238;> #6 c/.15 \A1;<\Fromans|c0;A106\Fromans|c238;> #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 1 #5 \A1;<\Fromans|c0;A105\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A104\Fromans|c238;> 1#4 \A1;<\Fromans|c0;A107\Fromans|c238;> 2#4 \A1;<\Fromans|c0;A106\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A97\Fromans|c238;> \A1; #6 c/.15 <\Fromans|c0;A98\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> #5 c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> V-01 Son.=2un. 6c/.20<A111> 5c/.10<A111> \A1;2 #5 (L=6.30) <\Fromans|c0;A112\Fromans|c238;> \A1;2 #5 (L=6.30) <\Fromans|c0;A112\Fromans|c238;> S=29x33 30 #5 (L=6.72)c/.20 \A1;<\Fromans|c0;A38\Fromans|c238;> 28 #5 (L=7.73)c/.20 \A1;<\Fromans|c0;A39\Fromans|c238;> 30 #5 (L=7.94)c/.20 \A1;<\Fromans|c0;A40\Fromans|c238;> 30 #5 (L=6.23)c/.20 \A1;<\Fromans|c0;A41\Fromans|c238;> 30 #5 (L=8.98)c/.20 \A1;<\Fromans|c0;A42\Fromans|c238;> 42 #5 (L=4.20)c/.20 \A1;<\Fromans|c0;A43\Fromans|c238;> 40 #5 (L=3.51)c/.20 \A1;<\Fromans|c0;A44\Fromans|c238;> 42 #5 (L=6.16)c/.20 \A1;<\Fromans|c0;A45\Fromans|c238;> 40 #5 (L=3.96)c/.20 \A1;<\Fromans|c0;A46\Fromans|c238;> 42 #5 (L=4.11)c/.20 \A1;<\Fromans|c0;A47\Fromans|c238;> 40 #5 (L=4.89)c/.20 \A1;<\Fromans|c0;A48\Fromans|c238;> 42 #4 (L=7.38)c/.20 \A1;<\Fromans|c0;A49\Fromans|c238;> 40 #4 (L=6.38)c/.20 \A1;<\Fromans|c0;A50\Fromans|c238;> 116 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A51\Fromans|c238;> 110 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A52\Fromans|c238;> 108 #5 (L=VAR.)c/.15 \A1;<\Fromans|c0;A53\Fromans|c238;> #4 c/.20 \A1;<\Fromans|c0;A54\Fromans|c238;> #4 c/.15 \A1;<\Fromans|c0;A55\Fromans|c238;> 16 #4 (L=2.86)c/.25 \A1;<\Fromans|c0;A56\Fromans|c238;> 18 #4 (L=3.32)c/.25 \A1;<\Fromans|c0;A57\Fromans|c238;> 12 #4 (L=2.34)c/.25 \A1;<\Fromans|c0;A58\Fromans|c238;> 20 #4 (L=2.15)c/.25 \A1;<\Fromans|c0;A59\Fromans|c238;> 18 #4 (L=2.19)c/.25 \A1;<\Fromans|c0;A60\Fromans|c238;> 18 #4 (L=3.11)c/.25 \A1;<\Fromans|c0;A61\Fromans|c238;> 8 #4 (L=3.16)c/.25 \A1;<\Fromans|c0;A62\Fromans|c238;> 6 #4 (L=2.57)c/.25 \A1;<\Fromans|c0;A63\Fromans|c238;> 6 #4 (L=1.87)c/.25 \A1;<\Fromans|c0;A64\Fromans|c238;> 6 #4 (L=2.61)c/.25 \A1;<\Fromans|c0;A65\Fromans|c238;> 6 #4 (L=2.32)c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> 8 #4 (L=2.80)c/.25 \A1;<\Fromans|c0;A66\Fromans|c238;> 12 #4 (L=1.66)c/.25\A1;<\Fromans|c0;A68\Fromans|c238;> 22 #4(L=VAR.)c/.25\A1;<\Fromans|c0;A69\Fromans|c238;> 18 #4(L=VAR.) c/.25 \A1;<\Fromans|c0;A70\Fromans|c238;> 18 #4(L=VAR.) c/.25 \A1;<\Fromans|c0;A71\Fromans|c238;> 20 #4 c/.25 \A1;<\Fromans|c0;A72\Fromans|c238;> \A1;16 #3 \A0;(L=2.55)c/.14 <\Fromans|c0;A73\Fromans|c238;> \A1;16 #3 c/.14 <\Fromans|c0;A74\Fromans|c238;> \A1;44 #3 \A0;(L=2.34)c/.14 <\Fromans|c0;A75\Fromans|c238;> \A1;20 #3 \A0;(L=1.77)c/.15 <\Fromans|c0;A76\Fromans|c238;> \A1;16 #3 \A0;(L=1.90)c/.15 <\Fromans|c0;A77\Fromans|c238;> \A1;16 #3 \A0;(L=.94)c/.14 <\Fromans|c0;A78\Fromans|c238;> \A1;32 #3 \A0;(L=.86)c/.14 <\Fromans|c0;A79\Fromans|c238;> \A1;11 #3 c/.15 <\Fromans|c0;A80\Fromans|c238;> \A1;9 #3 c/.15 <\Fromans|c0;A81\Fromans|c238;> \A1;21 #3 \A0;(L=3.42)c/.15 <\Fromans|c0;A83\Fromans|c238;> \A1;23 #3 \A0;(L=3.73)c/.15 <\Fromans|c0;A82\Fromans|c238;> 98 #5 (L=6.85)c/.15 \A1;<\Fromans|c0;A84\Fromans|c238;> 94 #5 (L=7.62)c/.15 \A1;<\Fromans|c0;A85\Fromans|c238;> 92 #5 (L=4.80)c/.15 \A1;<\Fromans|c0;A86\Fromans|c238;> 94 #5 c/.15 \A1;<\Fromans|c0;A87\Fromans|c238;> 98 #5c/.15\A1;<\Fromans|c0;A88\Fromans|c238;> 76 #6 (L=8.30)c/.15 \A1;<\Fromans|c0;A89\Fromans|c238;> 68 #6 (L=7.92)c/.15\A1;<\Fromans|c0;A90\Fromans|c238;> 39 #5 (L=6.84)c/.15 \A1;<\Fromans|c0;A91\Fromans|c238;> 35 #5 (L=5.95)c/.15 \A1;<\Fromans|c0;A92\Fromans|c238;> 72 #4 c/.15 \A1;<\Fromans|c0;A93\Fromans|c238;> 64#4 (L=2.28)c/.15 \A1;<\Fromans|c0;A94\Fromans|c238;> 64 #4 (L=2.80)c/.15 \A1;<\Fromans|c0;A95\Fromans|c238;> 64 #4 (L=1.90)c/.15 \A1;<\Fromans|c0;A96\Fromans|c238;> 60 #6 (L=8.28)c/.15 \A1;<\Fromans|c0;A97\Fromans|c238;> 56 #6 (L=8.80)c/.15\A1;<\Fromans|c0;A98\Fromans|c238;> 30 #5 (L=8.06)c/.15 \A1;<\Fromans|c0;A99\Fromans|c238;> 28 #5 (L=7.14)c/.15 \A1;<\Fromans|c0;A100\Fromans|c238;> 30 #4 c/.15 \A1;<\Fromans|c0;A101\Fromans|c238;> 38#4 c/.15 \A1;<\Fromans|c0;A102\Fromans|c238;> 52 #6 (L=7.70)c/.15 \A1;<\Fromans|c0;A103\Fromans|c238;> 5c/.10<A111> 6c/.20<A111> 5c/.10<A111> 5c/.10<A111> 5 5 5 5 5 32 FL#3 L=1.14 <A111> 5 5 5 16 #4 (L=1.34)\A1;<\Fromans|c0;A106\Fromans|c238;> 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 5 5 5 VARIABLE 5 5 VARIABLE 5 5 VARIABLE 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 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 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 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 5 5 5 5 #4c/.25\A1;<\Fromans|c0;A67\Fromans|c238;> 64 #4 (L=1.42)c/.15 \A1;<\Fromans|c0;A94(a)\Fromans|c238;> 5 5 5 5 5 5 5 5 5 10 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 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 5 5 5 5 V-01 V-01 5 ESCALA................ 1 : 5 0 GEOMETRIA CORTE A-A 5 5 B B 8 #4(L=.44) \A1;<\Fromans|c0;A107\Fromans|c238;> 8 #5 (L=.60)\A1;<\Fromans|c0;A105\Fromans|c238;> 16 #4(L=1.42) \A1;<\Fromans|c0;A104\Fromans|c238;> \A1;.07 \A1;.10 \A1;.10 \A1;.07 \A1;.05 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;.05 5 5 5 5 5 5 5 5 5 16#4(L=1.47) \A1;<\Fromans|c0;A104(a)\Fromans|c238;> \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.07 8#4 (L=.94)\A1;<\Fromans|c0;A105(a)\Fromans|c238;> NOTA: Prever anclaje de rejilla de cribado en canal de cribado antes de fundir NOTA: Prever anclaje de escalera E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. ESCALA................ 1 : 5 0 PLANTA DE REFURZOS ESCALA................ 1 : 5 0 PLANTA DE REFURZOS E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. VARIABLE 5 5 5 5 5 VARIABLE 5 VARIABLE E S P E C I F I C A C I O N E S CANTIDAD VARILLAS NUMERO VARILLA LONGITUD EN METROS ACERO : fy = 60.000 p.s.i (420 MPa) d > 3/8" 2 # 4 (L=6.5) 3/8 3 4 5 8 7 6 5/8 1/2 1 7/8 3/4 10 15 20 35 30 25 NOMENCLATURA REFUERZO LONGITUD GANCHO 180°(cm) No.VARILLA 2 DIAM.PULG. 1/4 10 CONCRETO : f'c = 4.500 p.s.i (31 MPa) NOTAS GENERALES: \T0.95000;1. TODAS LAS MEDIDAS ESTAN EN METROS, EXCEPTO DONDE SE INDIQUE OTRA \T0.95000;MEDIDA. \T0.95000; \T0.95000;2. CONCRETO DE MUROS Y LOSAS f'c=310 kgf/cm2. \T0.95000; \T0.95000;3. AGREGADO GRUESO ANGULOSO DE TAMA\T0.95000;Ñ\T0.95000;O M\T0.95000;Á\T0.95000;XIMO NOMINAL DE 3/4". \T0.95000; 4. RELACIÓN MÁXIMA AGUA/CEMENTO A/C= 0.41\T0.95000;. \T0.95000; \T0.95000; \T0.95000;5. UTILIZAR UN ADITIVO IMPERMEABILIZANTE INTEGRAL PARA CONCRETO TIPO \T0.95000;PLASTOCRETE DM O EQUIVALENTE, DE ACUERDO CON LAS ESPECIFICACIONES \T0.95000;T\T0.95000;É\T0.95000;CNICAS DEL FABRICANTE. \T0.95000; \T0.95000;6. SI SE REQUIERE DEJAR JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N, SE DEBE UTILIZAR CINTA \T0.95000;FLEXIBLE PARA EL SELLADO DE LAS JUNTAS DEL TIPO CINTA SIKA PVC O \T0.95000;EQUIVALENTE DE ACUERDO CON LAS RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;7. PARA LAS JUNTAS DE LOSAS DE PISO CON MUROS, LA JUNTA SE DEBE DEJAR \T0.95000;15cm POR ENCIMA DEL NIVEL SUPERIOR DE LA LOSA DE PISO. UTILIZAR CINTA \T0.95000;TIPO SIKA PVC O EQUIVALENTE Y EN TODO CASO SEGUIR LAS \T0.95000;RECOMENDACIONES DEL FABRICANTE. \T0.95000; \T0.95000;8. SE DEBE CREAR UNA SUPERFICIE LIMPIA E INTENCIONALMENTE RUGOSA EN LAS \T0.95000;JUNTAS DE CONSTRUCCI\T0.95000;Ó\T0.95000;N QUE PERMITA UNA MEJOR ADHERENCIA. \T0.95000; 9. SE DEBE UTILIZAR SIKADUR 32 PRIMER O EQUIVALENTE, EN SUPERFICIES DE CONTACTO ENTRE CONCRETOS DE DIFERENTES EDADES DE FRAGUAD\T0.95000;O. \T0.95000; \T0.95000; 10. ANTES DE INICIAR LA FABRICACION DE CUALQUIER ESTRUCTURA EL CONTRATISTA DEBERA TOMAR DIMENSIONES FISICAS EN CAMPO. \T0.95000; \A1;11. MEJORAR SUELO CON RECEBO CEMENTO RELACI\A1;Ó\A1;N 10/1 DONDE LAS \A1;CONDICIONES DEL SUELO LO REQUIERA. \A1; \A1;12. SE DEBE RETIRAR LA CAPA VEGETAL DEL SUELO Y REALIZAR RELLENOS EN \A1;RECEBO COMPACTADO EN N\A1;Ú\A1;MERO DE CAPAS, ESPESOR DE CADA CAPA Y \A1;PORCENTAJE DE COMPACTACI\A1;Ó\A1;N SEG\A1;Ú\A1;N LAS RECOMENDACIONES DEL \A1;INGENIERO GEOTECNISTA. \A1; \A1;13. COLOCAR BASE DE LIMPIEZA DE 5 cm CONCRETO POBRE f'c=140 kgf/cm2. \T0.95000; 14. LOS NIVELES, EL SUELO DE FUNDACION Y EL SUELO DE RELLENO DEBEN SER REVISADOS Y APROBADOS EN OBRA POR EL INGENIERO GEOTECNISTA. 15. EL INGENIERO GEOTECNISTA REVISARA Y APROBARA LAS CONDICIONES DE ESTABILIDAD DE LA EXCAVACION. 16. PARA LA PROFUNDIDAD DEL TERRENO JUNTO A LAS ESTRUCTURAS VER PLANOS HIDRÁULICOS. 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, construction, cuts, DETAIL, details, DWG, kläranlage, plant, sizing, specification, structural, treatment, treatment plant, wastewater