Water Distribution DWG Section for AutoCAD

Water Distribution – Sections

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

Looks graduated, Shaft diarrhea, Iii, Faith profile Of, Looks graduated, Plant, section, Pvc tubes, section, section, Rip rap with concrete, Gateway arcom mod Of with hawk, Slots for stop logs pine oregon similar, Water stop, Diaz channel, Water stop, Sunbed, Ochavo, Slots for stop logs, Gateway arcom mod Of with hawk, Water stop, Sunbed, Diaz channel, Section to ‘, Water stop, Slots for stop logs, Gateway arcom mod Of with hawk, Water stop, Concrete, Sunbed, Lemon canal, section, Ochavo, Rip rap with concrete, Lemon canal, Sunbed, section, Note that the meter construction should not have errors greater than mm the sight register must match the horizontal slab of the, Concrete: for slabs concrete walls bn with cement steel astm: grade f and coating cm materials scaffolding of doors according to specifications armco, Project tinajones study of irrigation drainage in the valley of the Chancay river, Channel mochumi very farm channels diaz limon meter parshall cuts

Raw text data extracted from CAD file:

1.00 1.50 1.00 .25 2.75 1.943 .61 1.432 .358 3.75 .25 3.00 3.00 1.943 .61 1.79 4.00 3.00 1.32 .15 .90 .15 .70 .15 2.30 W = 524 2.00 .60 .60 .60 .20 .20 .20 .20 1.50 1.50 1.50 .60 .90 .90 .80 .10 .20 .20 .60 1.50 .60 .50 .05 .10 1.00 .60 .05 .40 .05 .20 .05 .25 2.75 1.943 .61 1.432 .358 3.75 .25 2.80 3.00 1.943 2.40 4.00 3.00 .20 .90 .20 .05 1.50 .05 .70 .15 1.524 .20 2.00 .20 1.70 .05 1.50 3.00 1.00 .60 .05 .20 .20 1.50 .80 2.80 .015 1.00 4.85 .25 1.00 9.00 .25 1.50 .20 .05 .10 .50 .50 .20 1.07 .33 1.50 .25 .05 .20 .05 .25 8.65 .25 1.875 .80 1.79 .06 3.65 2.25 2.50 5.50 3.00 8.90 .20 1.07 .33 .05 2.50 5.56 3.00 2.00 .20 .25 .10 .50 .50 .20 1.50 .25 .20 .05 .25 .25 2.675 2.00 .06 3.50 2.25 .20 .60 .05 1.88 3.75 .25 4.00 5.00 .25 4.50 .25 .15 .15 .20 .60 .25 .20 1.50 .25 1.07 .25 1.219 .30 1.83 .25 .25 3.348 .25 1:1 1:1 1:1 1:1 35.101 35.201 34.301 34.301 34.501 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 34.601 Mira Graduada Mira Graduada 5 W = 524 5 Eje Canal Díaz 5 5 5 5 5 5 5 5 5 5 5 I I II II III III 1:1 35.101 5 S=0.375 34.301 5 5 5 34.301 5 5 5 5 5 35.201 5 5 Bn-50 Bn-50 Perfil de Fe. de 2″x2″x1/8″ 5 5 5 5 5 5 Mira Graduada 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.00 PLANTA 1/50 SECCION I-I 1/50 5 5 5 5 5 5 5 Bn-50 Tubos PVC d 2″ 0.00 0.70 SECCION III-III 1/25 1.524 Bn-50 5 5 5 5 5 C L SECCION II-II 1/50 5 5 5 5 5 Rip Rap con concreto Bn-100 35.162 5 5 5 35.012 35.814 5 35.760 35.024 Compuerta ARCOM mod. 5-00 de 24″ x 30 con izaje H – 1-10 H = 4.5′ Ranuras para stop logs Pino oregon o similar = 11/2″ 35.014 2.80 5 5 5 5 5 9.00 Water stop 6″ CANAL DIAZ 2 % Water stop 6″ 35.042 5 Solado Bn-50 Ochavo .15 X .15 5 5 5 5 35.342 5 5 5 5 5 Ranuras para stop logs Compuerta ARCOM mod. 5-00 de 48″ x 42″ con izaje H – 2-30 H = 6.6′ Water stop 6″ 5 5 5 35.346 1.1 % 5 5 Solado Bn-50 Solado Bn-50 Solado Bn-50 5 5 5 1.875 5 5 5 5 5 5 5 5 5 5 37.042 S= 0.5 % CANAL DIAZ SECCION A – A’ 1/50 Water stop 6″ 35.042 5 5 35.342 5 5 5 5 5 Ranuras para stop logs Compuerta ARCOM mod. 5-00 de 48″ x 42″ con izaje H – 2-30 H = 6.6′ Water stop 6″ 5 5 5 35.346 1.1 % 5 5 Concreto Bn-50 Solado Bn-50 5 5 2.675 5 5 5 5 5 5 3.00 5 5 37.042 S= 0.5 % CANAL LIMON SECCION A – A” 1/50 5 5 5 Ochavo .15 X .15 Ochavo .10 X .10 5 5 5 5 Rip Rap con concreto Bn-100 5 5 5 5 5 5 5 CANAL LIMON 5 5 35.014 Solado Bn-50 Solado Bn-50 5 5 5 5 5 5 5 5 5 5 5 5 SECCION B – B 1/50 NOTA : \W7.92412; · LA CONSTRUCCION DE L MEDIDOR NO DEBE TENER \W7.92412; ERRORES MAYORES DE +- 1.00 mm \W7.92412; · EL REGISTRO 0.00 DE LA MIRA DEBE COINCIDIR CON LA \W7.92412; SOLERA – HORIZONTAL DEL MEDIDOR\W7.92412; (COTA 35.201) CONCRETO: \W7.92412; · PARA LOSA Y MUROS LATERALES DE CONCRETO Bn 250 \W7.92412; CON 300 Kg/m3 DE CEMENTO ASTM I ACERO: \W9.63855; GRADO 60, Fy = 4,200 Kg/cm2 RECUBRIMIENTO 3 cm MATERIALES Y DIMENSIONAMIENTO DE COMPUERTAS SEGUN ESPECIFICACIONES ARMCO E S P E C I F I C A C I O N E S PROYECTO TINAJONES ESTUDIO DE RIEGO Y DRENAJE EN EL VALLE DEL RIO CHANCAY CANAL MOCHUMI – MUY FINCA CANALES : DIAZ Y LIMON (CORTES) MEDIDOR PARSHALL W = 5′ \fTrebuchet MS|b1|i0|c0|p34;PLANTAS – CORTES