Simple Latrine DWG Block for AutoCAD

Latrine to be use in rural area

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

Educational xblkcn, ecological:, P. M. to., Simple latrine, drawing:, F. P. S., draft:, peace, tropic, Valleys, scale:, Code of card:, sheet, Crockery detail, scale, Foundation plan, Floor plan, architectural plant, Roof plan, Pte., cut, Slab of cm, Pvc discharge pipe, Gravel collection well selected from cm, Selected grams cm, Permeable soil, Lateral elevation, front elevation, grate

Raw text data extracted from CAD file:

\fFutura XBlkCn BT|b0|i0|c0|p34;Reforma Educativa \A1;2.40 \A1;1.20 \A1;1.20 \A1;3.45 \A1;1.20 \A1;0.90 \A1;1.35 \A1;3.45 \A1;1.20 \A1;0.90 \A1;1.35 \A1;2.40 \A1;1.20 \A1;1.20 \A1;2.60 \A1;0.20 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;3.65 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.70 \A1;0.20 \A1;1.15 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.65 \A1;0.20 \A1;2.20 \A1;0.20 \A1;0.75 \A1;0.40 \A1;1.00 \A1;1.00 \A1;0.25 \A1;4.93 \A1;1.00 \A1;0.55 \A1;0.65 \A1;0.20 \A1;0.65 \A1;0.55 \A1;0.20 \A1;0.50 \A1;2.20 \A1;2.87 \A1;1.80 \A1;3.31 \A1;2.60 \A1;0.71 \A1;0.20 \A1;1.50 \A1;0.80 \A1;0.10 \A1;0.20 \A1;2.40 \A1;2.47 \A1;2.20 \A1;1.10 \A1;1.10 \A1;0.05 \A1;0.34 \A1;0.16 \A1;0.16 \A1;0.34 \A1;0.05 \A1;0.05 \A1;0.34 \A1;0.16 \A1;0.16 \A1;0.34 \A1;0.05 \A1;1.10 \A1;0.05 \A1;0.15 \A1;0.16 \A1;0.17 \A1;0.17 \A1;0.20 \A1;0.15 \A1;0.05 \A1;2.20 \A1;1.10 \A1;1.10 \A1;1.10 \A1;0.20 \A1;0.44 P R O D U C T I V A Y S O C I A L O B R A S C O N E M P L E O S F O N D O D E I N V E R S I O N \fArial Black|b0|i0|c0|p34;Piso Ecologico: P. M. A. LETRINA SIMPLE DIBUJO: \fArial Black|b0|i0|c0|p34;Elemento: F. P. S. PROYECTO: LA PAZ TROPICO ALTIPLANO, VALLES y ESCALA: LTS-M-022 1 DE 1 Codigo de cartilla: LAMINA N° DETALLE DE LOZA ESCALA 1:20 PLANO DE CIMIENTOS 1 1 2 2 3 3 A A B B C C D D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLANTA ACOTADA 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 0.5743029564831375 A A 0.4051470049387262 0.4051470049387262 0.4051470049387262 0.4051470049387262 0.4051470049387262 PLANTA ARQUITECTONICA PLANO DE TECHOS Pte. 30% Pte. 20% 5 5 5 + 0.20 + 0.20 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 1.183683441572885 CORTE A – A Losa De H°A° H = 7 cm Tuberia de descarga de PVC 1″ Pozo de recoleccion de orinas (material grava seleccionada de D = 5 cm Aprox.) Grava seleccionada (D = 5 cm aprox.) Suelo permeable ELEVACION LATERAL ELEVACION FRONTAL -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 -16.96101712048394 5 5 5 5 5 5 Emparrillado 1/4″