Septic Grave DWG Detail for AutoCAD

Septic Grave DWG Detail for AutoCAD

Details in plant and elevation of septic grave

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

Iron no, Grabber, Gripper not, Mts. Long, Create alert, Unit of construction, Of state buildings, scale:, Drawing: walter, calculation:, design:, Arq. Otto ortiz, Ing. Miguel Ángel Molina, March of, Approved, revised:, Contains:, archive:, Not collegiate, Arq. Francine brave c., responsable:, draft:, Hydrometeorological of san benito, Offices of the insivumeh’s regional headquarters., Doors of, Windows, building, administrative, Ministry of, Housing infrastructure., Prohibited its commercialization, This plan is for the exclusive use of u.c.e.e., Mciv state building construction unit, director:, Projects autocad, Name of the map:, Design: calculation: head of drawing: drawing:, Head of planning:, chief designer:, Arq. Hugo monterroso, Arq. Nery trujillo, Guat. Esc. Indicated, Anibal tinti frame, U.e., planning Department, Arq. Jazmin de la vega de furlan, plant, scale, water level, Coated with, M., Brick tayuyo de, Mts., pipeline, Output, do not., Pend., do not., level of, ground, Minimum separation, With the well, Absorption of, section, scale, Removable cover, See section, Input, pipeline, Tee, pipeline, Output, Input, pipeline, do not., section, level of, scale, do not., M., Coated with, Water, brick, Tayuyo, Tee, scale, section, Floor cover, Specifications, Locate it no less than mts., Source of water supply, M. On land, Lower than the well of, Non-marshy areas., For your address, Wind must be contrary to buildings., The landfill around the, Pit will be made in thin layers, Carefully avoided, On the slab., The septic tank should be delivered full, Of water according to plan., Notes, The dimension of the sanitary tee has been, Calculated on the basis of, However, such piping will, To the specific design of each project:, If the pipe:, Reinforcement board, kind, section, reinforcement, do not. its T. do not, Esl. do not, No est do not, No esl. do not, scale, Iron no, Grabber, Grabber on, M. Long, level of, ground

Raw text data extracted from CAD file:

\A1;0.11 \A1;0.595 \A1;0.595 \A1;0.595 \A1;0.595 \A1;0.15 \A1;0.26 \A1;0.15 \A1;0.11 \A1;2.94 \A1;3.16 \A1;0.47 \A1;0.15 \A1;0.23 \A1;0.47 \A1;0.11 \A1;0.15 \A1;0.11 \A1;1.47 \A1;1.69 \A1;0.22 \A1;0.20 \A1;0.20 \A1;0.12 \A1;0.40 \A1;0.19 \A1;0.08 \A1;0.375 \A1;0.02 \A1;0.20 \A1;1.25 \A1;0.70 \A1;1.02 \A1;0.70 \A1;0.37 \A1;0.37 \A1;3.16 \A1;0.45 \A1;X \A1;0.45 \A1;0.11 \A1;0.68 \A1;0.11 \A1;0.75 \A1;0.10 \A1;1.65 \A1;0.11 \A1;1.86 \A1;1.25 \A1;0.025 \A1;0.375 \A1;X -135.8838314324072 \A1;0.70 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.17 \A1;0.17 \A1;0.70 \A1;0.090 \A1;0.120 \A1;0.080 \A1;0.120 \A1;0.090 \A1;0.10 \A1;0.10 \A1;0.19 \A1;0.12 \A1;0.08 \A1;0.12 \A1;0.19 \A1;0.70 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 HIERRO No 4 AGARRADOR -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.8838314324072 -135.1882853889143 -135.1882853889143 -135.1882853889143 -135.1882853889143 7 No 3 AGARRADOR No 4 DE 1.08 MTS. DE LARGO -135.2196863776549 -135.2196863776549 -135.2196863776549 -135.2196863776549 -135.2196863776549 -135.2196863776549 -135.2413923195203 -135.2413923195203 U C E E SECCION DISEÑO UNIDAD DE CONSTRUCCION DE EDIFICIOS DEL ESTADO ESCALA: 1 : 75 DIBUJO: WALTER M./M&A. CALCULO: U C E E DISEÑO: U C E E ARQ. OTTO ORTIZ ING. MIGUEL ANGEL MOLINA GUATEMALA, MARZO DE 1996/OCT. 1999 APROBO: REVISO: CONTIENE: ARCHIVO: C:\ACADR14\FILES\INSIVUMEH\VEPU-INS.DWG Colegiado No. 417 ARQ. FRANCINE VALIENTE C. RESPONSABLE: PROYECTO: HIDROMETEOROLOGICO DEL NORTE, SAN BENITO PETEN, OFICINAS DE LA SEDE REGIONAL DEL INSIVUMEH. PUERTAS DEL VENTANAS Y EDIFICIO ADMINISTRATIVO MINISTERIO DE COMUNICACIONES, INFRAESTRUCTURA Y VIVIENDA. SS-20 0 9 \A1;0.70 \A1;0.17 \A1;0.17 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.08 \A1;0.09 \A1;0.12 \A1;0.12 \A1;0.09 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.70 \A1;0.70 \A1;0.19 \A1;0.12 \A1;0.08 \A1;0.12 \A1;0.19 \A1;0.10 \A1;0.10 PROHIBIDA SU COMERCIALIZACION ESTE PLANO ES PARA USO EXCLUSIVO DE U.C.E.E. U C E E OE- UNIDAD DE CONSTRUCCION DE EDIFICIOS DEL ESTADO MCIV DIRECTOR: Escritorio, Proyectos Autocad Obra Exterior NOMBRE DEL PLANO: A DISENO: CALCULO: JEFE DE DIBUJO: DIBUJO: JEFE DE PLANIFICACION: JEFE DE DISENO: ARQ. HUGO MONTERROSO ARQ. NERY TRUJILLO GUAT. 2005 ESC. INDICADA MARCO ANIBAL TiNTi U.C.E.E. U.C.E.E. DEPARTAMENTO DE PLANIFICACION X X 1/100 R U C E E ARQ. JAZMIN DE LA VEGA DE FURLAN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESCALA : 1:30 0.12 5 5 5 5 5 5 5 NIVEL DE AGUA RECUBRIENTO CON SABIETA DE 0.007 m. LADRILLO TAYUYO DE 0.065x0.11x0.23 MTS. 5 5 5 5 5 5 TUBERIA DE SALIDA 5 No. 3 @ 0.10 7 No. 3 No3 @ 0.10 X PEND. 1% No. 3 @0.10 NIVEL DE TERRENO SEPARACION MINIMA CON EL POZO DE ABSORCION DE 5.00m. SECCION A - A ESCALA : 1:30 TAPADERA REMOVIBLE VER SECCION C-C DE ENTRADA TUBERIA C-2 C-2 TEE SANITARIA TEE SANITARIA C-3 C-3 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-2 C-2 TUBERIA DE SALIDA DE ENTRADA TUBERIA A A B B No. 3 @ 0.10 SECCION B - B 0.11x0.23 m. DE 0.065 x NIVEL DE ESCALA 1:30 No. 3 @ 0.10 SABIETA DE 0.007 m. RECUBRIENTO CON 5 AGUA LADRILLO TAYUYO 5 5 5 5 5 5 5 5 5 S-1 S-1 S-1 S-1 5 5 X TEE SANITARIA C C ESCALA : 1:12.5 ESCALA : 1:12.5 SECCION C - C PLANTA TAPADERA MOVIL ESPECIFICACIONES LOCALIZARLA A NO MENOS DE 15.00 MTS. DE FUENTE DE ABASTECIMIENTO DE AGUA Y A 1.50 m. DE EDIFICIOS; EN TERRENOS MAS BAJOS QUE EL POZO DE AGUA, EN ZONAS NO PANTANOSAS. PARA SU UBICACION, LA DIRECCION DEL VIENTO DEBE SER CONTRARIA A LOS EDIFICIOS. EL RELLENO DE TIERRA ALREDEDOR DE LA FOSA SE HARA EN CAPAS DELGADAS COM- PACTADAS CUIDADOSAMENTE EVITANDO DEFOR- MACIONES EN LA LOSA. LA FOSA SEPTICA DEBE ENTREGARSE LLENA DE AGUA SEGUN PLANO. NOTAS LA DIMENSION DE LA TEE SANITARIA SE HA CALCULADO EN BASE A TUBERIA d 8", SIN EMBARGO DICHA TUBERIA SERA DE ACUERDO AL DISEÑO ESPECIFICO DE CADA PROYECTO: SI d DE LA TUBERIA: d 8" X = 0.22 m. d 6" X = 0.27 m. d 4" X = 0.32 m. CUADRO DE REFUERZOS TIPO SECCION REFUERZO C-1 0.11x0.11 4 No. 3 + EST. No 2 @ 0.15 0.11x0.15 C-2 0.22x0.26 C-3 0.11x0.11 S-1 2 No.3 + ESL. No 2 @ 0.15 6 No 3 + EST. No 2 @ 0.15 2 No 3 + ESL. No 2 @ 0.15 ESCALA 1:30 ESCALA 1:12.5 0.00 0.10 1.00 0.50 0.50 0.00 0.10 5 5 5 5 5 5 5 5 5 5 HIERRO No 4 AGARRADOR 5 5 5 5 5 5 5 5 5 7 No 3 AGARRADOR No 4 x 1.08 m. DE LARGO 5 5 5 5 5 5 5 5 45° NIVEL DE TERRENO

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, DWG, einrichtungen, elevation, facilities, gas, gesundheit, grave, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, plant, provision, septic, wasser bestimmung, water