Manhole And Drain Well DWG Block for AutoCAD

Manhole And Drain Well DWG Block for AutoCAD

Well visit for potable water, and well venting – Rush household. overviews of plants and profiles.

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

Detail box of pipe install in impeller network, description, node, initial, final, station, initial, station, final, length, Of pipe, Lbs. from, Pressure, node, Psi pvc pipe, Psi pvc pipe, Psi pvc pipe, Detail box of piping install in branch distribution network, description, node, initial, final, station, initial, station, final, length, Of pipe, Lbs. from, Pressure, node, Psi pvc pipe, Psi pvc pipe, Psi pvc pipe psi, Psi pvc pipe psi, Psi pvc pipe psi, Psi pvc pipe psi, description, node, initial, final, station, initial, station, final, length, Of pipe, Lbs. from, Pressure, Starting pipe from distribution tank, node, total, Galvanized pipe of, Pvc distribution pipe in branch, Pvc distribution pipe in branch, Pvc distribution pipe in branch, variable, T.n., Pvc main line, Pvc clamp for connection installation, Pvc jc psi, Flat elbow pvc, Male pvc, balloon, Of micromeditor, Pvc female, Property boundary, galvanized, galvanized, galvanized, Galvanized, jet, references, Prefabricated plastic box, General scheme of installation of home care, unscaled, T.n., natural, Notes:, The installation of the household box galvanized gooseneck will be installed in the most appropriate position taking into account the safety of the same., elevation, staple, Level natural terrain, Repellent, Plant section, scale, scale, Of the gate valve, N.t.n., elevation, scale, Repellent, Line of impetus hfd jr psi, gravel, Ref. Cm a.s., Upper bed, Bottom bed, gravel, Hfd jr cable, stone, Masonry, Trench post, Skull brick, concrete base, Union dresser psi, scale, Plant section, tee, Hfd jrxjb, Hfd jr cable, Top floor concrete slab, scale, Cast iron cover, Ref. Cm a.s., concrete, Concrete, covering, Upper bed, Ref. Cm a.s., Bottom bed, Valve Air Purification Online Hfd jr psi, constructive details, Household rush, Passage valve well, Well air vent valve

Raw text data extracted from CAD file:

CUADRO DE DETALLE DE TUBERIA A INSTALAR EN RED DE IMPELENCIA 1 2+260.00 4" 2,260.00 0+000.00 DESCRIPCIÓN NODO INICIAL FINAL ESTACIÓN INICIAL ESTACIÓN FINAL LONGITUD d DE TUBERIA Lbs. de presion NODO (PSI) 3+109.07 4" 849.07 2+260.00 250 Tuberia de PVC JR de 160 PSI 24 160 Tuberia de PVC JR de 250 PSI 24 36 0+228.71 3" 228.71 160 Tuberia de 3" PVC JR de 160 PSI 3 22 CUADRO DE DETALLE DE TUBERIA A INSTALAR EN RED DE DISTRIBUCION RAMAL A 1 0+992.83 4" 992.83 0+000.00 DESCRIPCIÓN NODO INICIAL FINAL ESTACIÓN INICIAL ESTACIÓN FINAL LONGITUD d DE TUBERIA Lbs. de presion NODO (PSI) Tuberia de 4" PVC JR de 160 PSI 13 160 0+123.28 0+000.00 0+228.71 2" 336.48 160 Tuberia de 2" PVC JR de 160 PSI 22 23 0+228.71 0+421.85 1 1/2" 85.37 250 Tuberia de 1 1/2" PVC JC de 250 PSI 22 23 0+336.48 0+131.27 1 1/4" 85.37 250 Tuberia de 1 1/4" PVC JC de 250 PSI 5 28 0+000.00 0+068.95 1 1/4" 68.95 250 32 34 0+000.00 0+509.02 1 " 87.17 140 Tuberia de 1" PVC JC de 140 PSI 24 25 0+421.85 0+622.01 112.99 25 26 0+509.02 0+64.66 64.66 4 27 0+000.00 0+230.41 99.14 28 29 0+ 131.27 1 " 140 1 " 140 1 " 140 0+388.35 94.47 32 33 0+293.88 0+152.60 83.65 34 35 0+ 068.95 1 " 140 1 " 140 Tuberia de 1" PVC JC de 140 PSI Tuberia de 1" PVC JC de 140 PSI DESCRIPCIÓN 1 NODO INICIAL FINAL ESTACIÓN INICIAL ESTACIÓN FINAL 2 1 2 10 10 13 0+000.00 0+007.00 0+007.00 0+467.62 LONGITUD 7.00 460.62 d DE TUBERIA Lbs. de presion 160 160 Tuberia de inicio desde tanque de distribucion NODO 3" SUB- TOTAL Tuberia galvanizada de d 3" Tuberia de distribucion de PVC en ramal A (PSI) 7.00 2 1/2" 460.62 0+467.62 0+739.82 2" 13 16 159.61 160 0+899.43 159.61 1" 272.20 272.20 0+739.82 20 108.00 160 0+108.00 108.00 1" 10 0+000.00 2 19 19 0+007.00 1+079.32 1072.32 160 160 Tuberia de distribucion de PVC en ramal B 2 1/2" 2+327.81 2" 44 140.12 160 2+467.93 140.12 1 1/2" 1248.49 48 255.00 160 2+722.93 255.00 1 1/4" 1+079.32 42 42 2+327.81 44 2+467.93 54 382.30 160 3+105.23 382.30 1" 48 2+722.93 1072.32 1248.49 5 55 0+000.00 0+028.13 28.13 0+085.19 61 141.53 0+141.53 57.06 56 7 2" 160 160 160 28.13 55 0+028.13 1" 57.06 0+000.00 141.53 1" 2 7 0+007.00 0+227.91 220.91 Tuberia de distribucion de PVC en ramal C 2 " 0+392.23 22 187.99 0+580.22 1 1/2" 164.32 32 255.00 1+036.55 1 1/4" 13 160 160 160 160 220.91 7 0+227.91 164.32 0+392.23 13 187.99 22 0+580.22 255.00 1" \A1;1.25 \A1;0.25 \A1;0.20 \A1;LONGITUD VARIABLE \A1;1.00 \A1;0.70 T.N. -10.89724794250866 1 1 TUBERIA PVC LINEA PRINCIPAL 2 ABRAZADERA PVC PARA INSTALACION DE ACOMETIDA 2 3 \A1;TUBERIA PVC Ø\S1/2;" JC 315 PSI 3 4 CODO LISO 90ºx1/2" PVC 4 5 \A1;ADAPTADOR MACHO Ø\S1/2;" PVC 3 4 4 6 3 5 6 \A1;VALVULA GLOBO Ø\S1/2;" 7 \A1;ACOPLES DE MICROMEDIDOR 7 8 \A1;MICROMEDIDOR 8 9 \A1;ADAPTADOR HEMBRA PVC Ø1/2" 9 7 3 -10.89724794250866 LINDERO DE PROPIEDAD -10.89724794250866 5 10 10 \A1;CODO GALVANIZADO Ø1/2" 11 \A1;TUBO GALVANIZADO Ø1/2" 11 12 10 12 \A1;NIPLE GALVANIZADO Ø1/2"x8" 13 13 \A1;UNION GALVANIZADA Ø1/2" 14 \A1;LLAVE CHORRO Ø1/2" 14 REFERENCIAS 15 15 CAJA PLASTICA PREFABRICADA 3 -10.89724794250866 ESQUEMA GENERAL DE INSTALACION DE ACOMETIDAS DOMICILIARES SIN ESCALA T.N. \A1;TERRENO NATURAL NOTAS: 1. LA INSTALACION DE LA CAJA DOMICILIAR Y CUELLO DE GANSO GALVANIZADO SE INSTALARAN EN LA POSICION MAS ADECUADA TOMANDO EN CUENTA LA SEGURIDAD DE LA MISMA. -10.89724794250866 -10.89724794250866 0.4499999999998181 5 0.4499999999998181 5 5 ELEVACION 2 No.3 + GRAPA No.2 @ 0.20 m 5 0.2999999999992724 5 1.179999999999382 NIVEL TERRENO NATURAL 5 0.30 0.4000000000000909 5 REPELLADO PLANTA SECCION A-A ESCALA 1:17.5 A A 5 5 0.15 0.7999999999997272 0.4000000000000001 0.3000000000001819 2 4 8 7 6 1 2 3 7 6 5 4 4 1 8 9 7 7 6 6 2 2 3 5 5 5 10 10 11 12 ESCALA 1:17.5 \A1;0.40 \A1;0.30 \A1;0.30 \A1;0.60 \A1;1.10 \A1;2.00 \A1;0.45 \A1;1.10 \A1;0.45 \A1;0.30 \A1;1.18 \A1;0.30 \A1;0.30 \A1;0.40 \A1;1.70 \A1;0.15 \A1;0.80 \A1;0.40 \A1;0.30 \LPOZO DE VISITA Y VALVULA DE COMPUERTA 5 0.4499999999534339 5 0.4500000000116415 0.400000000023283 1.099962884269189 5 A A 5 0.0999999999767169 N.T.N. ELEVACION ESCALA 1:20 0.2899999999790452 0.8099999999976717 0.0 1 3 5 REPELLADO LINEA DE IMPELENCIA Ø4" HFD JR 350 PSI 5 4 6 5 5 GRAVA No.1 5 0.1829999999026768 0.212000000057742 0.3502519112662412 5 5 2 \A1; REF. No.3 @10 cm A.S. REF. No.5 @10 cm A.S. LECHO SUPERIOR LECHO INFERIOR 8 7 9 9 10 10 0.30 GRAVA No.1 CABO Ø4" HFD JR fc`=210Kg/cm PIEDRA MAMPOSTERIA DE 1.75 1.48 5 0.40 PUESTO DE TRINCHERA LADRILLO TIPO CALAVERA BASE DE CONCRETO UNION DRESSER HFD-HFD Ø4" 300 PSI ESCALA 1:20 PLANTA SECCION A-A \A1; 2 TEE Ø4"x2" h=0.20 m HFD JRxJB CABO Ø4" HFD JR PLANTA SUPERIOR DE LOSA DE CONCRETO ESCALA 1:15 5 TAPADERA DE HIERRO FUNDIDO 5 REF. No.3 @10 cm A.S. CONCRETO f'c=350 kg/cm DE CONCRETO L=5.0 cm RECUBRIMIENTO LECHO SUPERIOR REF. No.5 @10 cm A.S. LECHO INFERIOR \A1;1.70 \A1;0.60 \A1;1.70 \A1;0.45 \A1;1.10 \A1;0.60 \A1;0.00 \A1;0.20 \A1;0.22 \A1;0.18 \A1;0.21 \A1;0.35 \A1;0.09 \A1;1.10 \A1;0.45 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.29 \A1;0.81 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.30 \A1;1.75 \A1;1.48 \A1;0.96 \A1;0.40 \LPOZO DE VISITA Y VALVULA PURGA DE AIRE EN LINEA DE IMPELENCIA Ø4" HFD JR 250 PSI DETALLES CONSTRUCTIVOS ACOMETIDA DOMICILIAR POZO Y VALVULA DE PASO POZO Y VALVULA DE PURGA DE AIRE

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, distribution, drain, DWG, fornecimento de água, household, kläranlage, l'approvisionnement en eau, manhole, plants, potable, profiles, rush, supply, treatment plant, visit, wasserversorgung, water