Sand Trap DWG Plan for AutoCAD

Plan and section of a sand trap with Marshall channel which measures flow, useful for an irrigation system or a system of safe water.

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

Parshall meter, section, Shredder, Plant view, Floor slab with rod in the longitudinal direction in the transverse direction., Concrete block walls of, Stainless steel platen, Concrete vane with holes, Angle frame, Gate of steel sheet from wide by high by thick, Steel slide gate, Partition divider of, Parshall glass fiber meter to be installed together with the formwork before the concrete is emptied, impulsion, Poor concrete filling, Camera of bars, Central distribution box, Pvc tube, Thick concrete partition, Block wall, Pvc elbow, Power line, Camera of bars, Inv., Pipe of, Power dissipator, line of, To lift tube station

Raw text data extracted from CAD file:

N 0.18 0.27 0.19 0.15 0.15 0.15 12.66 12.66 6.48 0.61 0.38 2.72 0.90 0.80 0.48 0.57 0.57 0.39 0.90 0.87 0.75 0.61 0.15 0.61 0.15 0.15 0.43 0.15 0.61 0.15 0.50 0.50 0.10 0.60 1.50 1.20 0.15 0.15 1.30 0.15 1.00 0.15 3.00 0.15 0.80 0.30 0.20 1.70 0.15 2.00 0.50 0.30 0.90 1.20 0.46 0.74 0.15 3.00 0.15 1.70 1.95 0.20 0.15 0.80 0.50 0.10 0.70 0.25 0.65 0.15 0.20 1.10 0.15 1.50 5 5 5 5 5 5 5 5 5 5 5 5 NI:28.20 5 5 5 5 5 MEDIDOR PARSHALL 1:25 SECCION A-A DESARENADOR VISTA EN PLANTA 5 5 5 5 NI:29.00 NI:28.10 1:25 LOSA DE PISO CON VARILLA DE 3/8″ @0.30m EN EL SENTIDO LONGITUDINAL Y @0.20m EN EL SENTIDO TRANSVERSAL. PAREDES DE BLOQUE DE CONCRETO DE 6″x8″x16″ PAREDES DE BLOQUE DE CONCRETO DE 6″x8″x16″ NI:28.35 NI:28.10 REGILLA DE PLATINAS DE ACERO DE 2″x1/4″ VANDEJA DE CONCRETO CON AGUJEROS DE 1″ MARCO DE ANGULO DE 2″x2″x1/4″ COMPUERTA DE LAMINA DE ACERO DE 0.626m DE ANCHO POR 0.90m DE ALTO POR 1/4″ DE ESPESOR (4 COMPUERTAS) COMPUERTA DE LAMINA DE ACERO TABIQUE DIVISOR DE 6″x8″x16″ 5 5 5 5 5 MEDIDOR PARSHALL 6″ FIBRA DE VIDRIO QUE DEBERA INSTALARSE JUNTO CON EL ENCOFRADO PREVIO AL VACIADO DEL CONCRETO 5 IMPULSION RELLENO DE CONCRETO POBRE 5 5 5 CAMARA DE REJAS A 5 5 5 5 5 5 5 5 5 5 5 5 CAJA CENTRAL DE DISTRIBUCION TUBO PVC d10″ 3.00 5 5 5 5 5 5 2.00 5 5 5 5 5 5 Nivel=27.95 TABIQUE DE CONCRETO 0.10m DE ESPESOR 5 5 5 5 5 5 PARED DE BLOQUE DE 6″ CODO DE PVC 200mm (d8″) X 90° LINEA DE IMPULSION 5 5 5 5 5 5 5 5 5 5 5 A CAMARA DE REJAS INV. TUBERIA DE d12″ 5 DISIPADOR DE ENERGIA LINEA DE <= HACIA ESTACION ELEVADORA TUB d8"