Special Installations DWG Block for AutoCAD

Special Installations DWG Block for AutoCAD

Special Facilities necessary facilities throughout construction

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

the laurels, Av.cajamarca, existing, ditch, sewer, Km km, Retaining wall, tap, Mtc km, sewer, Av.cajamarca, Km km, Retaining wall, av. Cajamarca, of May, Km km, Retaining wall, av. Cajamarca, Sergio Orrego, Jiron trujillo, medical post, Sergio Orrego, Good state, Pavement in, the pines, The faicales, The dahlias, church, The dahlias, the pines, Flows into the ravine, The roses, The faicales, September, the laurels, The roses, sewer, From km, Detail gutters, Concrete cap, detail, scale:, Mesh steel, detail, Concrete cap, Mesh steel, note, At the intersections of tracks, Metal grid will be installed, In the indicated places, In the plans, Frame of ang., scale:, Metal grid detail, You from cm, To put on a ditch cover, In outbound exit, Of the duct, Bullseye, Change sense, Progressive, Of flow, Prog, Prog, Av.cajamarca, Sergio orrego street, Street los faicales, Jr. Trujillo, Street the pines left, Ditch length, Street los pinos der., total, Minimal coating, Aashto, Cm., Overlaps anchors, Slabs, Diameter length, overload, rules, Aashto, Aci, Rne, Walls, Cm., General technical specifications, MS type cement, Astm, concrete, reinforcing steel, Slab floor, ditch, retaining wall, Paths, Sardines, Cement type, Sewers, Formwork cover, plank, sill, right foot, cradle, scale:, Inspection grid, Existing gutter, legend, Rainfall, Mailboxes, Ministry of, draft:, Location:, designer:, review:, scale:, date:, Plan nº:, flat:, region, province, district, Cajamarca, Santa Cruz, storm drain, Construction sanitation, Creation of lanes paths in the streets: the sergio those of the ones of the district of santa, November, Comprehensive Village Improvement Program, Projected gutter

Raw text data extracted from CAD file:

.82 .40 .40 .10 .40 .35 .10 .60 .10 .10 .10 .10 .15 4.35 .88 33.07 4.13 7.05 61.98 3.30 9.58 12.74 71.06 62.12 4.31 65.16 1.64 10.17 54.62 10.99 54.51 13.51 4.00 7.01 .10 727 300 E 727 300 E 727 400 E 727 400 E 727 500 E 727 500 E 727 600 E 727 600 E 9 266 100 N 9 266 100 N 9 266 200 N 9 266 200 N 9 266 300 N 9 266 300 N 9 266 400 N 9 266 400 N 9 266 500 N 9 266 500 N 9 266 600 N 9 266 600 N LOS LAURELES AV.CAJAMARCA EXISTENTE CUNETA DE C°ARMADO KM 0+125.45 ALCANTARILLA L=10.00ML KM 0+010 - KM 0+020 MURO CONTENCION GRIFO MTC Ø36" KM 0+185.20 ALCANTARILLA AV.CAJAMARCA KM 0+190 - KM 0+320 L=130.00ML MURO CONTENCION AV. CAJAMARCA 2 DE MAYO L=10.00ML KM 0+410 - KM 0+420 MURO CONTENCION AV. CAJAMARCA SERGIO ORREGO JIRON TRUJILLO POSTA MEDICA SERGIO ORREGO BUEN ESTADO PAVIMENTO EN 28 DE LOS PINOS LOS FAICALES LAS DALIAS IGLESIA LAS DALIAS LAS DALIAS LOS PINOS Desemboca en quebrada LOS ROSALES LOS FAICALES SEPTIEMBRE LOS LAURELES LOS ROSALES ALCANTARILLA DE C°ARMADO - KM 0+005 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE CUNETAS Tapa concreto DETALLE A ESCALA: 1/25 Malla acero Ø 3/8" DETALLE B Tapa concreto Malla acero Ø 3/8" NOTA EN LAS INTERSECCIONES DE VÍAS @ .15 Ø .20 SE INSTALARÁ REJILLA METALICA EN LOS LUGARES INDICADOS EN LOS PLANOS MARCO DE ANG. ESCALA: 1/50 DETALLE DE REJILLA METÁLICA DE 11/2" x 11/2" TE DE 1 1/2" @ 3.5 cm COLOCAR EN TAPA DE CUNETA @ 7.00m Y EN INGRESO Y SALIDA DEL DUCTO COSO TAURINO Cambio sentido Progresivas del flujo Prog 0+375.3 Prog 0+185.20 5 5 5 5 5 5 5 5 5 5 5 Prog 0+340 5 5 5 5 5 5 5 AV.CAJAMARCA CALLE SERGIO ORREGO CALLE LOS FAICALES JR. TRUJILLO CALLE LOS PINOS IZQ. LONGITUD DE CUNETAS (m) 114.76 66.43 66.80 93.28 65.50 CALLE LOS PINOS DER. 64.79 TOTAL 471.56 2. 1 Recubrimiento minimos AASHTO HS20 1/2" 60 cm. 2. 2 Traslapes y anclajes Losas Diametros Longitud 3. SOBRECARGA 4. NORMAS AASHTO ACI RNE Muros 5/8" 3/4" 3/8" 90 cm. 70 cm. 50 cm. 2 cm. 4 cm. ESPECIFICACIONES TECNICAS GENERALES Cemento Tipo MS ASTM - A 615 f'y= 4200 kg/cm2 1. CONCRETO 2. ACERO DE REFUERZO Losa pavimento f'c= 210 kg/cm2 Cuneta f'c= 175 kg/cm2 Muro de contención f'c= 210 kg/cm2 Veredas f'c= 175 kg/cm2 Sardineles f'c= 175 kg/cm2 Cemento Tipo I Alcantarillas f'c= 210 kg/cm2 5 5 5 5 ENCOFRADO TAPA Tablón 1 1/2"x8" Solera 2"x3" Pie derecho 2"x3" Cuña 3"x4" ESCALA: 1/25 REJILLA DE INSPECCION L CUNETA EXISTENTE LEYENDA FLUJO PLUVIAL BUZONES MINISTERIO DE VIVIENDA, PROYECTO: UBICACION: PROYECTISTA: REVISION: ESCALA: FECHA: PLANO Nº: PLANO: REGION : PROVINCIA : DISTRITO : CAJAMARCA SANTA CRUZ SANTA CRUZ DRENAJE PLUVIAL CONSTRUCCION Y SANEAMIENTO CREACION DE PISTAS Y VEREDAS EN LA S CALLES: CAJAMARCA,TRUJILLO , LOS PINOS, SERGIO ORREGO, LAS DALIAS, LOS FAICALES,28 DE SEPTIEMBRE, LOS LAURELES, 2 DE MAYO Y LOS ROSALES, DEL DISTRITO DE SANTA CRUZ-SANTA CRUZ-CAJAMARCA NOVIEMBRE 2013 PROGRAMA INTEGRAL DE MEJORAMIENTO DE BARRIOS Y PUEBLOS 1/500 CUNETA PROYECTADA DP-01

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, construction, DWG, facilities, installations, kläranlage, special, storm drain, treatment plant