Acueducts Accessories DWG Block for AutoCAD

Acueducts Accessories DWG Block for AutoCAD

Elbows; yees and Tees

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

S.a, Prohibited the reproduction of this, Owner authorization, architect designer., Drawing, engineering, Designs, Chiriqui province, Correct Mouth small, Republic of Panama, Ing. V.m. Ortiz h., Ing. V. M. Ortiz h., design, reviewed:, Ing. V.m. Ortiz h., Lev. Topographic, calculation, Tec. Edwin rodriguez, Louise. Flowers b., drawing, Location, Seat: document: property rights, Balloon farm land, Lotification, August, date, Fernando sarasti lesmes, District san lorenzo, Owner’s signature, area:, passport, property of:, draft, Law of january, Engineering technical assembly architecture, firm, License no, Victor e Ortiz hugues, civil engineer, Victor g. Smith a., License no, Engineering technical assembly architecture, Law of january, firm, architect, Oh sama, Tel:, Www. Groupoh.com, engineering, Republic of Panama, Province: chiriqui, Correct Guayabal, Ing. V.e.ortiz hugues, reviewed:, design, calculation, Lev. Topographic, drawing, Balloon farm land code, Development project, June, date, Townhouse barcelona, Search by photos:, David district, Code owned by:, M.i.v.i. Ing. municipal, draft, Esc. Indicated, Document seat estate, Ing. V.e.ortiz hugues, Republic of Panama, District baru, Location san bartolo, Correct Puerto armuelles, Chiriqui province, engineering, Designs, design, reviewed:, Lev. Topographic, calculation, drawing, date, Owner’s signature, Oh sama, Tel:, San bartolo lotificacion, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Ohisa, Jean c. rivers, Balloon farm land, seat:, property of:, February, Area: has, Finca san s.a., engineering, Designs, Chiriqui province, Correct the hills, Republic of Panama, design, reviewed:, Lev. Topographic, calculation, drawing, Location, Farm sheet:, residential, June, date, Real s.a., David district, Owner’s signature, area:, property of:, draft, Aqueduct plant, residential, Esc., Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Jason valenzuela, Tel: www.grupooh.com, Typical details, engineering, Designs, Republic of Panama, design, reviewed:, calculation, drawing, date, Owner’s signature, property of:, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., September, Tel: www.grupooh.com, Farm tome folio, New investments s.a., area:, residential, Chiriqui province, Correct The carob trees, Create alert, District dolega, residential, Regional location, Esc:, Ing. go. Ortiz h., engineering, Designs, Chiriqui province, Correct the hills, Republic of Panama, design, reviewed:, Lev. Topographic, calculation, drawing, Location, Farm tome folio, Lotification, date, Investments s.a., David district, Owner’s signature, area:, property of:, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Jason valenzuela, June, Tel: www.grupooh.com, Jason valenzuela, Oh sama, Tel:, Www.grupooh.com, plug, elbow, plug, elbow, tee, profile, plant, Isometric tee, Concrete cradles for soft clay terrain with lb foot ground support capability, Vol., net, net, Vol., net, Vol., net, Vol., net, Vol., net, Vol., plug, concrete, concrete, section, tee, concrete, section, tee, elbow, Stopper block, note, All the concrete, it will be of, Of cribs, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, work, Pressure, Diam, Pressure, work, meter, meter, Concrete tile for, Home connections. double, Concrete box, For meters, reinforcement, Line of property, Domicl connection. simple, reinforcement, Line of property, Concrete box for meter, plant, Isometric, hole, Thick, Steel cap, hole, Typical aqueduct details

Raw text data extracted from CAD file:

O H Ingenieria, S.A Prohibida la Reproducción de este autorización del dueño o arquitecto diseñador. plano, dibujo y diseño sin la \A1;0.50 \A1;1.80 \A1;0.40 \A1;0.50 \A1;1.00 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.90 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.25 \A1;18" \A1;22" \A1;12" \A1;16" \A1;18" O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : BOCA CHICA REPUBLICA DE PANAMA Ing. V.M. Ortiz H. Ing. V. M. Ortiz H. DISEÑO : REVISADO: Ing. V.M. Ortiz H. LEV. TOPOGRAFICO : CALCULO : Tec. Edwin Rodriguez Luis A. Flores B. DIBUJO : UBICACION : PLAYA CHUCHECAL ASIENTO: 1 DOCUMENTO: 3 Y DERECHOS POSESORIOS GLOBO DE TERRENO DE LA FINCA # 36509 ROLLO:18120 LOTIFICACION "LOBSTER COVE" AGOSTO 2004 FECHA : FERNANDO SARASTI LESMES DISTRITO : SAN LORENZO FIRMA DEL PROPIETARIO AREA: 10HAS + 2,147.86 m2 PASAPORTE CC17182786 PROPIEDAD DE: PROYECTO : LEY 15 DEL 26 DE ENERO DE 1959 JUNTA TÉCNICA DE INGENIERÍA Y ARQUITECTURA FIRMA LICENCIA Nº 2000-006-096 VICTOR E. ORTIZ HUGUES INGENIERO CIVIL VICTOR G. SMITH A. LICENCIA Nº 83-001-048 JUNTA TÉCNICA DE INGENIERÍA Y ARQUITECTURA LEY 15 DEL 26 DE ENERO DE 1959 FIRMA ARQUITECTO OH Ingenieria, S.A TEL: 774-9661 www. grupooh.com D I S E Ñ O S - C O N S T R U C C I O N E S O H INGENIERIA REPUBLICA DE PANAMA PROVINCIA :CHIRIQUI CORREG. : GUAYABAL Ing. V.E.Ortiz Hugues REVISADO: DISEÑO : CALCULO : LEV. TOPOGRAFICO : DIBUJO : GLOBO DE TERRENO DE LA FINCA #83566 CODIGO 4506 PROYECTO Y DESARROLLO DAVINCI,S.A. JUNIO 2009 FECHA : URBANIZACION VILLA BARCELONA UBICACION : GUAYABAL DISTRITO : DAVID CODIGO 4506 PROPIEDAD DE: M.I.V.I. / ING. MUNICIPAL PROYECTO : ESC. INDICADA DOCUMENTO 1468599 ASIENTO 1,2 Y FINCA 22347 Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues \A1;D \A1;D \A1;D REPUBLICA DE PANAMA DISTRITO : BARU UBICACION : SAN BARTOLO CORREG. : PUERTO ARMUELLES PROVINCIA : CHIRIQUI O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : FECHA : FIRMA DEL PROPIETARIO OH Ingenieria, S.A Tel: (507) 774-9661 LOTIFICACION SAN BARTOLO PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. OHISA Jean C. Rios GLOBO DE TERRENO DE LA FINCA # 4724 COD.:4101 ASIENTO: 1 PROPIEDAD DE: FEBRERO 2009 AREA: 33 HAS + 9,003.28 m2 FINCA SAN BARTOLO, S.A. O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : LAS LOMAS REPUBLICA DE PANAMA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : UBICACION : MATA DEL NANCE FINCA # 40475 DOC.:1757703 FICHA: 697684 COD.:4506 RESIDENCIAL "LOMA REAL" JUNIO 2011 FECHA : REAL WAY, S.A. DISTRITO : DAVID FIRMA DEL PROPIETARIO AREA: 5HAS+8,534.98 m2 PROPIEDAD DE: PROYECTO : Planta De Acueducto Residencial "LOMA REAL" Esc. 1:1,000 Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. Jason Valenzuela Jason Valenzuela Tel: (507)-7749661 www.grupooh.com Detalles Típicos O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA REPUBLICA DE PANAMA DISEÑO : REVISADO: CALCULO : DIBUJO : FECHA : FIRMA DEL PROPIETARIO PROPIEDAD DE: PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. SEPTIEMBRE 2011 Tel: (507)-7749661 www.grupooh.com FINCA #5244 TOMO 215 FOLIO 152 INVERSIONES NUEVO DAVID, S.A. AREA: 46,079.75 m2 RESIDENCIAL "SANTA ROSA" PROVINCIA : CHIRIQUI CORREG. : LOS ALGARROBOS UBICACION : SANTA ROSA DISTRITO : DOLEGA Residencial "SANTA ROSA" Localizacion Regional Esc: 1:10,000 Ing. V.E. Ortiz H. O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : LAS LOMAS REPUBLICA DE PANAMA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : UBICACION : MATA DEL NANCE FINCA # 6451 TOMO 637 FOLIO 390 LOTIFICACION "HERMOSILLO" FECHA : INVERSIONES CARSAN, S.A. DISTRITO : DAVID FIRMA DEL PROPIETARIO AREA: 6HAS+1,730.00 m2 PROPIEDAD DE: PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. Jason Valenzuela JUNIO 2011 Tel: (507)-7749661 www.grupooh.com Jason Valenzuela OH Ingenieria, S.A TEL: (507)774-9661 WWW.GRUPOOH.COM TAPON CODO 22 1/2° CODO 11 1/4° TAPON CODO 11 1/4° CODO 22 1/2° CODO 45° CODO 90° CODO 45 ° CODO 90 ° TEE PERFIL PLANTA ISOMETRICO TEE CUNAS DE HORMIGON PARA TERRENOS DE ARCILLA BLANDA CON CAPACIDAD DE SOPORTE DEL SUELO DE 1,500 LB / PIE 2 b b a t h Vol. Neto 1 2.98 1.75 1.75 1.22 2.25 4.47 2.00 0.86 1.93 0.80 2.98 5.96 2.00 1.45 2.09 1.45 1.02 1.90 5.14 1.90 1.54 0.70 2.05 4.18 2.05 0.76 1.16 1.54 1.16 0.81 1.42 2.00 1.42 0.66 0.68 0.60 1.64 2.68 1.64 0.87 0.75 0.87 0.61 1.06 1.13 1.06 0.56 0.35 0.50 1.25 1.56 1.25 0.72 0.52 0.72 0.51 0.89 0.78 0.89 0.51 0.21 0.45 1.02 1.05 1.02 0.58 0.33 0.58 0.41 0.71 0.50 0.71 0.46 0.13 0.40 0.82 0.67 0.82 0.43 0.19 0.43 0.50 0.55 0.28 0.55 0.41 0.07 0.55 0.61 0.58 0.61 0.29 0.08 0.29 0.20 0.55 0.15 0.35 0.20 0.05 0.50 0.41 0.17 0.41 1.44 0.89 0.50 0.02 0.05 0.10 0.16 0.25 2.41 1.50 0.84 0.05 0.08 0.15 0.26 0.40 2.32 1.68 2.95 1.15 1.56 0.68 1.98 0.49 0.86 0.24 0.22 0.42 0.16 0.28 0.10 0.13 0.08 0.17 0.06 0.09 0.33 0.04 0.05 0.05 0.83 0.95 0.51 0.62 0.71 0.41 0 0.33 0.51 0.17 0.25 0.11 0.68 0.91 0.26 0.59 0.71 0.41 0.48 0.33 0.20 0.51 0.62 0.85 0.95 0.25 0.30 0.35 0.25 0.40 0.58 0.25 0.35 2.05 2.00 2.00 1.69 2.07 2.00 1.35 1.90 1.02 1.65 1.45 0.85 1.04 1.20 0.68 1.24 1.45 0.72 1.07 0.46 3.63 1.05 2.05 1.54 2.85 1.81 4.27 5.70 2.73 4.10 6.15 8.20 1.20 0.68 0.85 1.04 0.35 1.45 1.24 1.90 1.02 0.40 0.42 0.45 0.45 0.55 1.69 1.35 1.65 2.07 2.85 0.50 0.60 3.08 4.10 2.05 0.70 0.75 0.50 0.90 1.10 0.80 1.25 b b a 1 t h Neto Vol. 1.13 0.81 1.44 0.45 0.63 0.36 0.80 0.23 0.46 0.12 0.12 0.20 0.09 0.16 0.04 0.06 0.04 0.07 0.03 0.05 0.17 0.02 0.03 0.02 0.60 0.70 0.37 0.46 0.53 0.30 0.35 0.25 0.28 0.09 0.12 0.06 0.37 0.49 0.14 0.21 0.33 0.30 0.35 0.25 0.20 0.37 0.46 0.60 0.70 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.33 1.49 1.83 2.11 1.24 1.52 1.76 0.92 1.40 0.74 1.21 1.01 0.63 0.76 0.88 0.50 0.91 0.77 0.39 0.58 0.25 1.97 0.55 1.01 0.83 1.54 0.85 2.31 3.08 1.47 2.22 3.33 4.44 0.88 0.50 0.63 0.76 0.35 1.01 0.91 1.40 0.74 0.40 0.40 0.40 0.40 0.50 1.24 0.92 1.21 1.52 1.76 0.50 0.60 1.83 2.11 1.49 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.65 0.48 0.81 0.27 0.57 0.21 0.46 0.16 0.27 0.08 0.08 0.13 0.06 0.10 0.03 0.03 0.03 0.04 0.02 0.03 0.10 0.02 0.02 0.02 0.44 0.50 0.27 0.33 0.38 0.25 0.25 0.25 0.14 0.06 0.06 0.06 0.19 0.25 0.07 0.11 0.38 0.25 0.25 0.25 0.20 0.27 0.33 0.44 0.50 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.35 1.07 1.30 1.50 0.89 1.09 1.25 0.71 1.00 0.55 0.87 0.75 0.44 0.54 0.64 0.35 0.65 0.40 0.20 0.30 0.13 1.00 0.28 0.57 0.43 0.79 0.50 1.18 1.57 0.75 1.13 1.70 2.26 0.64 0.35 0.44 0.54 0.35 0.75 0.65 1.0 0.55 0.40 0.40 0.40 0.40 0.50 0.89 0.71 0.87 1.09 1.25 0.50 0.60 1.30 1.50 1.07 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.39 0.59 0.48 0.27 0.27 0.16 0.27 0.16 0.16 0.08 0.06 0.08 0.06 0.06 0.03 0.03 0.02 0.03 0.02 0.02 0.08 0.02 0.02 0.02 0.36 0.36 0.28 0.28 0.28 0.28 0.28 0.28 0.07 0.07 0.07 0.07 0.13 0.13 0.07 0.07 0.28 0.28 0.28 0.28 0.20 0.28 0.28 0.36 0.36 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.35 0.92 0.92 1.06 0.89 0.89 0.89 0.71 0.71 0.53 0.71 0.53 0.45 0.45 0.45 0.36 0.53 0.20 0.20 0.20 0.13 0.50 0.29 0.29 0.29 0.79 0.50 0.79 0.50 0.50 0.85 0.85 1.13 0.45 0.36 0.45 0.45 0.35 0.53 0.53 0.71 0.53 0.40 0.40 0.40 0.40 0.50 0.89 0.71 0.71 0.89 0.89 0.50 0.60 0.92 1.06 0.92 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.60 0.45 0.30 0.20 0.40 0.30 0.02 0.04 0.14 1.80 1.50 1.20 0.75 0.90 0.50 0.60 1.00 0.80 1.20 0.19 0.49 1.15 2.25 3.89 2D 3D Neto Vol. D Tapon Concreto B B 1 1 b B B 1 1 B 1 B 1 B B 1 1 1 D 4" 4" Concreto SECCION A - A TEE D Concreto A A 1 1 4" 4" SECCION B - B D/2 TEE CODO 90 ° CODO 45 ° CODO 22 1/2 ° CODO 11 1/4 ° BLOQUE PARA TAPON NOTA : TODO EL HORMIGON SERA DE 3,000 lb/plg2 DE LAS CUNAS DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= 100 4" 200 150 200 100 6" 150 100 200 8" 150 200 100 200 10" 150 100 12" 150 24" 150 200 16" 150 200 100 100 20" 150 200 DIAM 2 d lb/plg 100 Trabajo de Presion DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= b b b b h t b b h t b h D h t b b h t b 2D 3D 2D t D b h a h b b b b b 3D LOSETA DE HORMIGON PARA CONECCIONES DOMICILI. DOBLES 0.50 1.80 0.40 0.50 CAJA DE HORMIGON PARA MEDIDORES 1.00 0.40 0.25 .05 .05 0.50 .05 .05 .05 .05 0.50 0.25 0.25 REFUERZO 1/8"d LINEA DE PROPIEDAD .05 .05 0.25 .05 0.50 0.90 .05 .05 .05 CONECCION DOMICL. SENCILLA REFUERZO 1/8"d 0.25 0.90 0.25 0.40 .05 .05 0.25 LINEA DE PROPIEDAD 0.50 .05 0.25 18" 22" CAJA DE HORMIGON PARA MEDIDOR PLANTA 1" 1" 22" ISOMETRICO 20" 8" 12" 16" 18" 1" 1" 1" 1" 3/8"d HUECO 1" 1" 18" DE 3/8"d DE ESPESOR TAPA DE ACERO 3/8"d 13 1/2" HUECO Detalles Típicos de Acueducto

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

S.a, Prohibited from reproducing this, Owner authorization, architect designer., Drawing, engineering, Designs, Chiriqui province, Correct Mouth small, Republic of Panama, Ing. V.m. Ortiz h., Ing. V. M. Ortiz h., design, reviewed:, Ing. V.m. Ortiz h., Lev. Topographic, calculation, Tec. Edwin rodriguez, Louise. Flowers b., drawing, Location, Seat: document: property rights, Balloon farm land, Lotification, August, date, Fernando sarasti lesmes, District san lorenzo, Owner’s signature, area:, passport, property of:, draft, Law of january, Technical engineering, firm, License no, Victor e Ortiz hugues, civil engineer, Victor g. Smith a., License no, Technical engineering, Law of january, firm, architect, Oh yeah, Tel:, Www. Groupoh.com, engineering, Republic of Panama, Province: chiriqui, Correct Guayabal, Ing. Væ.ortiz hugues, reviewed:, design, calculation, Lev. Topographic, drawing, Globe of the land code, Project development, June, date, Townhouse barcelona, Search by photos:, David district, Code owned by:, M.i.v.i. Ing. municipal, draft, Esc. Indicated, Document seat estate, Ing. Væ.ortiz hugues, Republic of Panama, District baru, Location san bartolo, Correct Puerto armuelles, Chiriqui province, engineering, Designs, design, reviewed:, Lev. Topographic, calculation, drawing, date, Owner’s signature, Oh yeah, Tel:, San bartolo lotificacion, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Ohisa, Jean c. rivers, Balloon farm land, seat:, property of:, February, Area: has, Finca san s.a., engineering, Designs, Chiriqui province, Correct the hills, Republic of Panama, design, reviewed:, Lev. Topographic, calculation, drawing, Location, Farm sheet:, residential, June, date, Real s.a., David district, Owner’s signature, area:, property of:, draft, Aqueduct plant, residential, Esc., Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Jason valenzuela, Tel: www.grupooh.com, Typical details, engineering, Designs, Republic of Panama, design, reviewed:, calculation, drawing, date, Owner’s signature, property of:, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., September, Tel: www.grupooh.com, Farm tome folio, New investments s.a., area:, residential, Chiriqui province, Correct The carob trees, Create alert, District dolega, residential, Regional location, Esc:, Ing. go. Ortiz h., engineering, Designs, Chiriqui province, Correct the hills, Republic of Panama, design, reviewed:, Lev. Topographic, calculation, drawing, Location, Farm tome folio, Lotification, date, Investments s.a., David district, Owner’s signature, area:, property of:, draft, Ing. go. Ortiz h., Ing. V. and. Ortiz h., Ing. go. Ortiz h., Jason valenzuela, June, Tel: www.grupooh.com, Jason valenzuela, Oh yeah, Tel:, Www.grupooh.com, plug, elbow, plug, elbow, tee, profile, plant, Isometric tee, Concrete cradles for soft clay terrain with lb foot foot support capacity, Vol., net, net, Vol., net, Vol., net, Vol., net, Vol., net, Vol., plug, concrete, concrete, section, tee, concrete, section, tee, elbow, Stopper block, note, All the concrete, it will be of, Of cribs, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, Pressure, work, meter, meter, Diam, work, Pressure, Diam, Pressure, work, meter, meter, Concrete tile for, Home connections. double, Concrete box, For meters, reinforcement, Property line, Domicl connection. simple, reinforcement, Property line, Concrete box for meter, plant, Isometric, hole, Thick, Steel cap, hole, Typical aqueduct details

Raw text data extracted from CAD file:

O H Ingenieria, S.A Prohibida la Reproducción de este autorización del dueño o arquitecto diseñador. plano, dibujo y diseño sin la \A1;0.50 \A1;1.80 \A1;0.40 \A1;0.50 \A1;1.00 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.90 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.50 \A1;0.25 \A1;18" \A1;22" \A1;12" \A1;16" \A1;18" O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : BOCA CHICA REPUBLICA DE PANAMA Ing. V.M. Ortiz H. Ing. V. M. Ortiz H. DISEÑO : REVISADO: Ing. V.M. Ortiz H. LEV. TOPOGRAFICO : CALCULO : Tec. Edwin Rodriguez Luis A. Flores B. DIBUJO : UBICACION : PLAYA CHUCHECAL ASIENTO: 1 DOCUMENTO: 3 Y DERECHOS POSESORIOS GLOBO DE TERRENO DE LA FINCA # 36509 ROLLO:18120 LOTIFICACION "LOBSTER COVE" AGOSTO 2004 FECHA : FERNANDO SARASTI LESMES DISTRITO : SAN LORENZO FIRMA DEL PROPIETARIO AREA: 10HAS + 2,147.86 m2 PASAPORTE CC17182786 PROPIEDAD DE: PROYECTO : LEY 15 DEL 26 DE ENERO DE 1959 JUNTA TÉCNICA DE INGENIERÍA Y ARQUITECTURA FIRMA LICENCIA Nº 2000-006-096 VICTOR E. ORTIZ HUGUES INGENIERO CIVIL VICTOR G. SMITH A. LICENCIA Nº 83-001-048 JUNTA TÉCNICA DE INGENIERÍA Y ARQUITECTURA LEY 15 DEL 26 DE ENERO DE 1959 FIRMA ARQUITECTO OH Ingenieria, S.A TEL: 774-9661 www. grupooh.com D I S E Ñ O S - C O N S T R U C C I O N E S O H INGENIERIA REPUBLICA DE PANAMA PROVINCIA :CHIRIQUI CORREG. : GUAYABAL Ing. V.E.Ortiz Hugues REVISADO: DISEÑO : CALCULO : LEV. TOPOGRAFICO : DIBUJO : GLOBO DE TERRENO DE LA FINCA #83566 CODIGO 4506 PROYECTO Y DESARROLLO DAVINCI,S.A. JUNIO 2009 FECHA : URBANIZACION VILLA BARCELONA UBICACION : GUAYABAL DISTRITO : DAVID CODIGO 4506 PROPIEDAD DE: M.I.V.I. / ING. MUNICIPAL PROYECTO : ESC. INDICADA DOCUMENTO 1468599 ASIENTO 1,2 Y FINCA 22347 Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues Ing. V.E.Ortiz Hugues \A1;D \A1;D \A1;D REPUBLICA DE PANAMA DISTRITO : BARU UBICACION : SAN BARTOLO CORREG. : PUERTO ARMUELLES PROVINCIA : CHIRIQUI O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : FECHA : FIRMA DEL PROPIETARIO OH Ingenieria, S.A Tel: (507) 774-9661 LOTIFICACION SAN BARTOLO PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. OHISA Jean C. Rios GLOBO DE TERRENO DE LA FINCA # 4724 COD.:4101 ASIENTO: 1 PROPIEDAD DE: FEBRERO 2009 AREA: 33 HAS + 9,003.28 m2 FINCA SAN BARTOLO, S.A. O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : LAS LOMAS REPUBLICA DE PANAMA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : UBICACION : MATA DEL NANCE FINCA # 40475 DOC.:1757703 FICHA: 697684 COD.:4506 RESIDENCIAL "LOMA REAL" JUNIO 2011 FECHA : REAL WAY, S.A. DISTRITO : DAVID FIRMA DEL PROPIETARIO AREA: 5HAS+8,534.98 m2 PROPIEDAD DE: PROYECTO : Planta De Acueducto Residencial "LOMA REAL" Esc. 1:1,000 Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. Jason Valenzuela Jason Valenzuela Tel: (507)-7749661 www.grupooh.com Detalles Típicos O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA REPUBLICA DE PANAMA DISEÑO : REVISADO: CALCULO : DIBUJO : FECHA : FIRMA DEL PROPIETARIO PROPIEDAD DE: PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. SEPTIEMBRE 2011 Tel: (507)-7749661 www.grupooh.com FINCA #5244 TOMO 215 FOLIO 152 INVERSIONES NUEVO DAVID, S.A. AREA: 46,079.75 m2 RESIDENCIAL "SANTA ROSA" PROVINCIA : CHIRIQUI CORREG. : LOS ALGARROBOS UBICACION : SANTA ROSA DISTRITO : DOLEGA Residencial "SANTA ROSA" Localizacion Regional Esc: 1:10,000 Ing. V.E. Ortiz H. O H INGENIERIA DISEÑOS - CONSTRUCCIONES-TOPOGRAFIA PROVINCIA : CHIRIQUI CORREG. : LAS LOMAS REPUBLICA DE PANAMA DISEÑO : REVISADO: LEV. TOPOGRAFICO : CALCULO : DIBUJO : UBICACION : MATA DEL NANCE FINCA # 6451 TOMO 637 FOLIO 390 LOTIFICACION "HERMOSILLO" FECHA : INVERSIONES CARSAN, S.A. DISTRITO : DAVID FIRMA DEL PROPIETARIO AREA: 6HAS+1,730.00 m2 PROPIEDAD DE: PROYECTO : Ing. V.E. Ortiz H. Ing. V. E. Ortiz H. Ing. V.E. Ortiz H. Jason Valenzuela JUNIO 2011 Tel: (507)-7749661 www.grupooh.com Jason Valenzuela OH Ingenieria, S.A TEL: (507)774-9661 WWW.GRUPOOH.COM TAPON CODO 22 1/2° CODO 11 1/4° TAPON CODO 11 1/4° CODO 22 1/2° CODO 45° CODO 90° CODO 45 ° CODO 90 ° TEE PERFIL PLANTA ISOMETRICO TEE CUNAS DE HORMIGON PARA TERRENOS DE ARCILLA BLANDA CON CAPACIDAD DE SOPORTE DEL SUELO DE 1,500 LB / PIE 2 b b a t h Vol. Neto 1 2.98 1.75 1.75 1.22 2.25 4.47 2.00 0.86 1.93 0.80 2.98 5.96 2.00 1.45 2.09 1.45 1.02 1.90 5.14 1.90 1.54 0.70 2.05 4.18 2.05 0.76 1.16 1.54 1.16 0.81 1.42 2.00 1.42 0.66 0.68 0.60 1.64 2.68 1.64 0.87 0.75 0.87 0.61 1.06 1.13 1.06 0.56 0.35 0.50 1.25 1.56 1.25 0.72 0.52 0.72 0.51 0.89 0.78 0.89 0.51 0.21 0.45 1.02 1.05 1.02 0.58 0.33 0.58 0.41 0.71 0.50 0.71 0.46 0.13 0.40 0.82 0.67 0.82 0.43 0.19 0.43 0.50 0.55 0.28 0.55 0.41 0.07 0.55 0.61 0.58 0.61 0.29 0.08 0.29 0.20 0.55 0.15 0.35 0.20 0.05 0.50 0.41 0.17 0.41 1.44 0.89 0.50 0.02 0.05 0.10 0.16 0.25 2.41 1.50 0.84 0.05 0.08 0.15 0.26 0.40 2.32 1.68 2.95 1.15 1.56 0.68 1.98 0.49 0.86 0.24 0.22 0.42 0.16 0.28 0.10 0.13 0.08 0.17 0.06 0.09 0.33 0.04 0.05 0.05 0.83 0.95 0.51 0.62 0.71 0.41 0 0.33 0.51 0.17 0.25 0.11 0.68 0.91 0.26 0.59 0.71 0.41 0.48 0.33 0.20 0.51 0.62 0.85 0.95 0.25 0.30 0.35 0.25 0.40 0.58 0.25 0.35 2.05 2.00 2.00 1.69 2.07 2.00 1.35 1.90 1.02 1.65 1.45 0.85 1.04 1.20 0.68 1.24 1.45 0.72 1.07 0.46 3.63 1.05 2.05 1.54 2.85 1.81 4.27 5.70 2.73 4.10 6.15 8.20 1.20 0.68 0.85 1.04 0.35 1.45 1.24 1.90 1.02 0.40 0.42 0.45 0.45 0.55 1.69 1.35 1.65 2.07 2.85 0.50 0.60 3.08 4.10 2.05 0.70 0.75 0.50 0.90 1.10 0.80 1.25 b b a 1 t h Neto Vol. 1.13 0.81 1.44 0.45 0.63 0.36 0.80 0.23 0.46 0.12 0.12 0.20 0.09 0.16 0.04 0.06 0.04 0.07 0.03 0.05 0.17 0.02 0.03 0.02 0.60 0.70 0.37 0.46 0.53 0.30 0.35 0.25 0.28 0.09 0.12 0.06 0.37 0.49 0.14 0.21 0.33 0.30 0.35 0.25 0.20 0.37 0.46 0.60 0.70 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.33 1.49 1.83 2.11 1.24 1.52 1.76 0.92 1.40 0.74 1.21 1.01 0.63 0.76 0.88 0.50 0.91 0.77 0.39 0.58 0.25 1.97 0.55 1.01 0.83 1.54 0.85 2.31 3.08 1.47 2.22 3.33 4.44 0.88 0.50 0.63 0.76 0.35 1.01 0.91 1.40 0.74 0.40 0.40 0.40 0.40 0.50 1.24 0.92 1.21 1.52 1.76 0.50 0.60 1.83 2.11 1.49 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.65 0.48 0.81 0.27 0.57 0.21 0.46 0.16 0.27 0.08 0.08 0.13 0.06 0.10 0.03 0.03 0.03 0.04 0.02 0.03 0.10 0.02 0.02 0.02 0.44 0.50 0.27 0.33 0.38 0.25 0.25 0.25 0.14 0.06 0.06 0.06 0.19 0.25 0.07 0.11 0.38 0.25 0.25 0.25 0.20 0.27 0.33 0.44 0.50 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.35 1.07 1.30 1.50 0.89 1.09 1.25 0.71 1.00 0.55 0.87 0.75 0.44 0.54 0.64 0.35 0.65 0.40 0.20 0.30 0.13 1.00 0.28 0.57 0.43 0.79 0.50 1.18 1.57 0.75 1.13 1.70 2.26 0.64 0.35 0.44 0.54 0.35 0.75 0.65 1.0 0.55 0.40 0.40 0.40 0.40 0.50 0.89 0.71 0.87 1.09 1.25 0.50 0.60 1.30 1.50 1.07 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.39 0.59 0.48 0.27 0.27 0.16 0.27 0.16 0.16 0.08 0.06 0.08 0.06 0.06 0.03 0.03 0.02 0.03 0.02 0.02 0.08 0.02 0.02 0.02 0.36 0.36 0.28 0.28 0.28 0.28 0.28 0.28 0.07 0.07 0.07 0.07 0.13 0.13 0.07 0.07 0.28 0.28 0.28 0.28 0.20 0.28 0.28 0.36 0.36 0.25 0.30 0.30 0.25 0.30 0.30 0.25 0.35 0.92 0.92 1.06 0.89 0.89 0.89 0.71 0.71 0.53 0.71 0.53 0.45 0.45 0.45 0.36 0.53 0.20 0.20 0.20 0.13 0.50 0.29 0.29 0.29 0.79 0.50 0.79 0.50 0.50 0.85 0.85 1.13 0.45 0.36 0.45 0.45 0.35 0.53 0.53 0.71 0.53 0.40 0.40 0.40 0.40 0.50 0.89 0.71 0.71 0.89 0.89 0.50 0.60 0.92 1.06 0.92 0.70 0.55 0.50 0.65 0.80 0.70 0.90 b b a 1 t h Neto Vol. 0.60 0.45 0.30 0.20 0.40 0.30 0.02 0.04 0.14 1.80 1.50 1.20 0.75 0.90 0.50 0.60 1.00 0.80 1.20 0.19 0.49 1.15 2.25 3.89 2D 3D Neto Vol. D Tapon Concreto B B 1 1 b B B 1 1 B 1 B 1 B B 1 1 1 D 4" 4" Concreto SECCION A - A TEE D Concreto A A 1 1 4" 4" SECCION B - B D/2 TEE CODO 90 ° CODO 45 ° CODO 22 1/2 ° CODO 11 1/4 ° BLOQUE PARA TAPON NOTA : TODO EL HORMIGON SERA DE 3,000 lb/plg2 DE LAS CUNAS DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= 100 4" 200 150 200 100 6" 150 100 200 8" 150 200 100 200 10" 150 100 12" 150 24" 150 200 16" 150 200 100 100 20" 150 200 DIAM 2 d lb/plg 100 Trabajo de Presion DIAM 100 4" 150 200 200 100 6" 100 150 8" 150 200 200 100 200 10" 100 150 12" 150 150 24" 200 150 16" 200 100 100 20" 150 200 lb/plg d 100 de Presion Trabajo metro metro 2 metro metro metro metro metro 2 b A= b b b b h t b b h t b h D h t b b h t b 2D 3D 2D t D b h a h b b b b b 3D LOSETA DE HORMIGON PARA CONECCIONES DOMICILI. DOBLES 0.50 1.80 0.40 0.50 CAJA DE HORMIGON PARA MEDIDORES 1.00 0.40 0.25 .05 .05 0.50 .05 .05 .05 .05 0.50 0.25 0.25 REFUERZO 1/8"d LINEA DE PROPIEDAD .05 .05 0.25 .05 0.50 0.90 .05 .05 .05 CONECCION DOMICL. SENCILLA REFUERZO 1/8"d 0.25 0.90 0.25 0.40 .05 .05 0.25 LINEA DE PROPIEDAD 0.50 .05 0.25 18" 22" CAJA DE HORMIGON PARA MEDIDOR PLANTA 1" 1" 22" ISOMETRICO 20" 8" 12" 16" 18" 1" 1" 1" 1" 3/8"d HUECO 1" 1" 18" DE 3/8"d DE ESPESOR TAPA DE ACERO 3/8"d 13 1/2" HUECO Detalles Típicos de Acueducto

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	accessories, autocad, block, DWG, elbows, kläranlage, treatment plant