Road Detail And Sewer DWG Detail for AutoCAD

In these drawings are detailed portions of a road culvert dimensions and details

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

var., var., var, ha-hb, se-ss, location, wall height c. entrance, wall height c. exit, height wing c. entrance, height wing c. exit, long. of wing, width of box, entr, salt., width of wall, var., aes, aei, culverts tmc, height wing c. entrance, compacted, layer, filling, view in profiled pvc sewer plant, frontal elevation, section b – b, pvc profiled for sewer, on american load, circular pipe, grouting stone, concrete grouting, simple concrete, portland cement, type i , technical specifications, sewer data, item, sewer, progressive, observations, sewer ratio, head height, view on sewer plant tmc, support bed, sewer detail :, to prevent water erosion., head excavation of income, excav. wings, excavate box, do not need excavation, excavation, grouting, excavation head, to prevent erosion, finished stone, elevation front entry, embankment, additional sardinel., excavations of heads, is as indicated., grade of pavement, sewer box , of the foundation., culvert detail, corrugation, xx cut, circumferential seam, longitudinal seam, flow, always overlap in the direction of flow, corrugated metal pipe, spillway and stone grouting, eave, entrance box, parapet , ditches, affirmed, side view cc, cut a – a, cut b – b, plant – culvert, over american load, cyclopean concrete, reinforced concrete, steel coating, plant, affirmed, _steel reinforcement:, cut aa, formwork, slab, flooring, bb cutting, cc cutting, minimum covering:, overlap length:, track axis, grouting, masonry, reinforcement, structures, plan view, longitudinal cut, gutter, filling with material, selected

Raw text data extracted from CAD file:

1.20 0.90 1.20 0.20 0.20 0.30 4.40 0.30 1.20 1.20 1.72 5.00 0.30 0.30 3.90 1.45 1.50 1.45 4.40 0.30 0.30 1.20 0.40 0.40 0.60 0.20 0.60 0.20 0.20 0.50 1.70 0.50 1.35 1.85 1.50 1.70 0.80 \U+22050.90 1.45 1.50 1.45 \U+22050.90 0.30 0.90 0.30 1.70 1.50 3.30 1.50 1.50 0.30 2.00 0.40 4.40 0.40 0.90 0.20 0.60 0.20 0.40 1.20 1.20 1.20 5.70 1.45 1.45 3.30 6.20 1.20 1.20 0.30 1.20 1.20 5.10 0.20 0.20 1.20 1.20 0.30 1.20 1.20 1.20 0.30 14.40 0.30 0.30 0.30 1.45 1.45 3.30 0.40 0.20 0.60 1.80 1.20 3.30 3.30 0.30 2.00 0.40 14.40 0.40 0.90 0.20 0.60 2.01 0.60 2.58 0.60 1.80 0.40 2.40 0.20 0.20 0.60 0.80 0.80 0.60 0.40 1.20 0.30 0.30 1.20 1.20 1.20 1.20 0.20 \U+22051.20 \U+22051.20 1.45 1.20 1.45 0.60 1.20 \U+22050.60 1.20 0.90 0.20 0.40 0.30 1.20 \U+22050.60 0.20 1.20 5.40 5.40 6.00 5.40 3.00 0.80 0.60 0.20 0.40 0.90 0.20 0.40 1.20 0.90 0.30 0.30 1.50 1.20 0.30 1.20 0.30 4.10 1.20 2.00 0.80 0.60 0.40 0.36 0.20 0.40 0.60 0.30 0.40 1.20 1.20 1.50 0.30 1.45 1.20 1.20 0.30 1.45 0.30 0.60 0.30 0.90 1.20 0.90 3.60 0.87 1.27 0.39 0.30 0.30 0.44 Var. 0.20 g 0.30 D 0.30 Var. Var. 1.50 1.20 0.30 var. g 1.50 1.45 1.20 1.20 0.30 1.45 1.20 1.20 Var. 0.80 0.60 5.40 L (a) 0.80 0.60 0.20 0.40 0.90 0.20 0.40 Ha VAR H1 1.20 0.30 2.00 0.80 0.60 0.40 H2 0.20 0.40 0.60 0.30 VAR 1.20 1.20 0.30 Hb D (b) 0.50 HM1 HM2 0.30 D=b 0.30 Var. L (a) 0.80 0.60 0.20 0.40 0.90 0.20 0.40 Ha VAR H1 1.20 0.30 2.00 0.80 0.60 0.40 H2 0.20 0.40 0.60 0.30 VAR 1.20 1.20 0.30 Hb D (b) 0.50 HM1 HM2 1.45 g 1.45 h1-h2 Ha-Hb Var. Var. 0.20 g 1.20 0.30 0.30 D 0.30 1.45 1.50 1.45 Var. Var. 1.50 1.20 0.30 var. g 1.50 1.45 1.20 1.20 0.30 1.45 1.20 1.20 Var. 0.80 0.20 0.30 D=b 0.30 As As 0.30 0.30 0.20 0.80 0.80 1.20 1.45 1.50 1.45 1.45 1.45 3.30 6.20 .60 1.20 6.00 0.20 0.20 1.20 1.20 0.30 1.20 1.20 1.20 0.30 14.40 0.30 0.60 0.30 1.45 1.45 3.30 0.40 0.20 0.60 1.80 g=3.30 3.30 0.30 2.00 0.40 14.40 0.40 0.90 0.20 0.60 0.60 2.55 0.60 1.80 0.40 2.40 0.20 0.60 0.80 0.80 0.60 0.40 1.20 0.30 0.30 1.20 1.20 1.20 1.20 0.20 \U+22051.20 \U+22051.20 0.30 0.45 H1 H2 HM1 HM2 Ha Hb 1.95 1.95 0.20 1.45 g 1.45 Ha-Hb Ha-Hb Var. 0.30 0.30 0.20 0.80 0.80 Var. se-ss 0.80 1.45 1.45 Ae Ae 1.45 1.45 Ae Ae As As Ae Ae 1.20 1.20 1.45 1.45 1.45 g 1.45 Var. 0.90 Var. 1.20 0.30 1.45 g 1.45 0.30 0.30 0.20 Var. Var. 1.20 1.45 g 1.45 L 0.20 L As As 0.30 1.20 0.30 6.50 3.60 L=15m 6.50 3.50 ALC. N° UBICACIÓN L D H1 H2 ALTURA MURO C. ENTRADA ALTURA MURO C. SALIDA ALTURA ALA C. ENTRADA ALTURA ALA C. SALIDA Long. de ala Long. de ala Ancho de Caja (m) (m) (m) (m) Entr Sal. Ancho de muro (a) (b) (c) (d) HM1 HM2 Ha Hb Ae As (g)=b+0.6 A-1 0+225 6.55 0.9 0.3 0.35 1.60 1.70 1.20 1.30 1.70 1.70 1.5 A-2 0+550 6.55 0.9 0.3 0.38 1.60 1.80 1.20 1.40 1.70 1.70 1.5 A-3 1+060 6.55 0.9 0.3 0.40 1.70 1.85 1.20 1.40 1.70 1.70 1.5 A4 1+460 6.55 0.9 0.3 0.35 1.60 1.70 1.20 1.30 1.70 1.70 1.5 A5 1+820 6.55 0.9 0.3 0.37 1.60 1.85 1.20 1.30 1.70 1.70 1.5 A6 2+640 6.55 0.9 0.3 0.45 1.70 1.85 1.20 1.45 1.70 1.70 1.5 A7 3+410 6.55 0.9 0.3 0.45 1.70 1.85 1.20 1.45 1.70 1.70 1.5 A8 3+900 6.55 0.9 0.3 0.37 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A9 5+500 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A10 6+940 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A11 7+180 6.55 0.9 0.3 0.38 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A12 7+860 6.55 0.9 0.3 0.40 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A13 8+220 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A14 8+840 6.55 0.9 0.3 0.37 1.60 1.85 1.20 1.30 1.70 1.70 1.5 A15 9+228 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A16 9+560 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A17 10+240 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A18 10+800 6.55 0.9 0.3 0.37 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A19 11+200 6.55 0.9 0.3 0.35 1.60 1.85 1.20 1.30 1.70 1.70 1.5 A20 11+500 6.55 0.9 0.3 0.30 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A21 12+400 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A22 12+640 6.55 0.9 0.3 0.30 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A23 13+180 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A24 13+800 6.55 0.9 0.3 0.40 1.60 1.85 1.20 1.30 1.70 1.70 1.5 A25 14+420 6.55 0.9 0.3 0.40 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A26 14+760 6.55 0.9 0.3 0.40 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A27 15+053 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 A28 15+120 6.55 0.9 0.3 0.35 1.60 1.80 1.20 1.30 1.70 1.70 1.5 0.80 Var. se-ss 1.45 g 1.45 Ha-Hb Ha-Hb Var. 0.30 0.30 0.20 0.80 0.20 \A1;0.81 m \A1;68 mm \A1;13 mm .60 Var. 0.65 1.00 0.70 .20 0.65 .175 .20 1.20 1.00 .175 VAR. Var. .45 .20 .20 1.00 1.00 .20 .20 .45 .20 .20 .80 .40 4.60 4.60 .20 .20 1.00 .20 1.00 1.30 .20 .20 1.70 .45 .20 .20 .20 1.00 .20 1.00 1.20 .20 .175 2.34 .20 .20 1.00 .175 .45 .20 1.20 .20 E D Ú L R P E R L B Ú E P C I A .10 .50 .50 .15 0.20 0.86 0.40 4.20 0.60 Ha Var. 0.45 0.80 Hb Var. 0.55 3.45 1.06 a 1.06 1.06 L 1.06 Aes L. As a .20 .20 h 0.40 1.06 L 1.06 0.40 0.15 0.30 0.50 0.10 0.10 0.50 0.50 0.50 0.50 0.20 0.50 0.50 0.50 0.20 0.20 0.20 0.30 0.40 0.10 0.10 0.10 .15 .50 .10 g .20 .20 .10 0.60 VARIABLE (0.90 - 1.20) 0.25 0.125 0.40 0.86 0.20 0.25 Ae 0.10 0.10 Var. 0.25 0.20 0.20 HM1 0.45 0.40 Ø3/8''@0.25 Ø3/8''@0.25 .20 .30 0.25 0.25 0.20 HM2 Aes Aei Aei a 0.10 0.10 HM1 Ha a Ae 0.60 HM2 h 0.80 0.60 L 0.60 5.00 1.00 0.60 0.60 0.30 0.50 0.20 0.60 0.25 0.80 0.20 1.00 0.20 0.20 1.00 0.20 1.25 0.25 0.80 0.20 HM1 0.20 0.25 0.25 HM2 1.45 0.50 0.20 0.70 0.30 0.50 0.60 0.70 0.30 1.25 0.70 0.60 0.20 0.20 1.00 L 4.50 0.70 0.25 0.80 0.20 0.20 0.20 1.25 1.00 0.60 0.60 0.60 0.60 1.90 1.00 0.90 0.90 0.90 As 0.37 0.20 1.25 0.25 0.80 0.20 1.30 0.20 0.25 H1 L 0.60 0.60 0.30 0.50 0.20 0.30 0.20 0.60 H1 H2 H2 ALCANTARILLAS TMC \fHelv|b1|i0|c0;\C7;ALC. N° \fHelv|b1|i0|c0;\C7;UBICACIÓN \fHelv|b1|i0|c0;\C7;L \fHelv|b1|i0|c0;\C7;D \fHelv|b1|i0|c0;\C7;H1 \fHelv|b1|i0|c0;\C7;H2 \fHelv|b1|i0|c0;\C7;ALTURA MURO C. ENTRADA \fHelv|b1|i0|c0;\C7;ALTURA MURO C. SALIDA ALTURA ALA C. ENTRADA \fHelv|b1|i0|c0;\C7;ALTURA ALA C. SALIDA \fHelv|b1|i0|c0;\C7;Long. de ala \fHelv|b1|i0|c0;\C7;Emboquillado \fHelv|b1|i0|c0;\C7;Ancho de Caja \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;Entr \fHelv|b1|i0|c0;\C7;Sal. \fHelv|b1|i0|c0;\C7;Entr \fHelv|b1|i0|c0;\C7;Sal. \fHelv|b1|i0|c0;\C7;Ancho de muro \fHelv|b1|i0|c0;\C7;(a) \fHelv|b1|i0|c0;\C7;(b) \fHelv|b1|i0|c0;\C7;(c) \fHelv|b1|i0|c0;\C7;(d) \fHelv|b1|i0|c0;\C7;HM1 \fHelv|b1|i0|c0;\C7;HM2 Ha \fHelv|b1|i0|c0;\C7;Hb \fHelv|b1|i0|c0;\C7;Ae \fHelv|b1|i0|c0;\C7;As \fHelv|b1|i0|c0;\C7;Le \fHelv|b1|i0|c0;\C7;Ls \fHelv|b1|i0|c0;\C7;(g)=b+0.6 \fHelv|b0|i0|c0;\C7;A-1 \fHelv|b0|i0|c0;\C7;53+928 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-2 \fHelv|b0|i0|c0;\C7;54+090 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-3 \fHelv|b0|i0|c0;\C7;60+662 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-4 \fHelv|b0|i0|c0;\C7;62+300 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-5 \fHelv|b0|i0|c0;\C7;62+478 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-6 \fHelv|b0|i0|c0;\C7;62+755 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-7 \fHelv|b0|i0|c0;\C7;63+065 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.90 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.40 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.70 \fHelv|b0|i0|c0;\C7;1.70 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;A-8 \fHelv|b0|i0|c0;\C7;63+190 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;A-9 \fHelv|b0|i0|c0;\C7;64+530 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;2.00 \fHelv|b0|i0|c0;\C7;2.10 \fHelv|b0|i0|c0;\C7;1.60 \fHelv|b0|i0|c0;\C7;1.70 \fHelv|b0|i0|c0;\C7;2.20 \fHelv|b0|i0|c0;\C7;2.20 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;2.10 \fHelv|b0|i0|c0;\C7;A-10 \fHelv|b0|i0|c0;\C7;65+318 \fHelv|b0|i0|c0;\C7;5.75 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.10 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;0.70 \fHelv|b0|i0|c0;\C7;0.80 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;1.50 \fHelv|b0|i0|c0;\C7;0.00 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 TAJEAS DE TUBERÍA PVC d 12" \fHelv|b1|i0|c0;\C7;ALC. N° \fHelv|b1|i0|c0;\C7;UBICACIÓN \fHelv|b1|i0|c0;\C7;L (m) \fHelv|b1|i0|c0;\C7;D (m) \fHelv|b1|i0|c0;\C7;H1 (m) \fHelv|b1|i0|c0;\C7;H2 (m) \fHelv|b1|i0|c0;\C7;HM1 \fHelv|b1|i0|c0;\C7;LM1 \fHelv|b1|i0|c0;\C7;HM2 \fHelv|b1|i0|c0;\C7;LM2 \fHelv|b1|i0|c0;\C7;Ancho de Caja \fHelv|b1|i0|c0;\C7;(a) \fHelv|b1|i0|c0;\C7;(b) \fHelv|b1|i0|c0;\C7;(c) \fHelv|b1|i0|c0;\C7;(d) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(m) \fHelv|b1|i0|c0;\C7;(g)=b+0.3 \fHelv|b0|i0|c0;\C7;T-1 50+330 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-2 51+910 \fHelv|b0|i0|c0;\C7;8.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-3 \fHelv|b0|i0|c0;\C7;52+850 \fHelv|b0|i0|c0;\C7;8.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-4 \fHelv|b0|i0|c0;\C7;54+995 \fHelv|b0|i0|c0;\C7;8.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-5 \fHelv|b0|i0|c0;\C7;55+748 \fHelv|b0|i0|c0;\C7;7.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-6 \fHelv|b0|i0|c0;\C7;56+432 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-7 \fHelv|b0|i0|c0;\C7;56+875 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-8 \fHelv|b0|i0|c0;\C7;58+595 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-9 \fHelv|b0|i0|c0;\C7;59+140 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-10 \fHelv|b0|i0|c0;\C7;59+552 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-11 \fHelv|b0|i0|c0;\C7;59+770 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-12 \fHelv|b0|i0|c0;\C7;59+800 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-13 \fHelv|b0|i0|c0;\C7;60+140 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-14 \fHelv|b0|i0|c0;\C7;62+030 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-15 \fHelv|b0|i0|c0;\C7;62+120 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-16 \fHelv|b0|i0|c0;\C7;62+390 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-17 \fHelv|b0|i0|c0;\C7;62+500 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-18 \fHelv|b0|i0|c0;\C7;62+632 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-19 \fHelv|b0|i0|c0;\C7;63+265 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-20 \fHelv|b0|i0|c0;\C7;63+490 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-21 \fHelv|b0|i0|c0;\C7;65+085 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-22 \fHelv|b0|i0|c0;\C7;65+450 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-23 \fHelv|b0|i0|c0;\C7;55+900 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-24 \fHelv|b0|i0|c0;\C7;55+323 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 \fHelv|b0|i0|c0;\C7;T-25 \fHelv|b0|i0|c0;\C7;54+602 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 T-26 \fHelv|b0|i0|c0;\C7;52+648 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 T-27 \fHelv|b0|i0|c0;\C7;51+940 \fHelv|b0|i0|c0;\C7;6.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 T-28 \fHelv|b0|i0|c0;\C7;51+232 \fHelv|b0|i0|c0;\C7;7.00 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.30 \fHelv|b0|i0|c0;\C7;0.40 \fHelv|b0|i0|c0;\C7;1.30 \fHelv|b0|i0|c0;\C7;1.00 \fHelv|b0|i0|c0;\C7;1.20 \fHelv|b0|i0|c0;\C7;1.05 \fHelv|b0|i0|c0;\C7;0.60 5 L (a) CORTE A-A (Longitudinal) 5 5 5 5 5 5 5 Ha VAR H1 COMPACTADO DE CAPA RELLENO MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. S= -1% 5 5 5 5 5 5 H2 5 5 5 5 VAR 5 5 5 Hb D (b) (C) (d) 0.50 HM1 HM2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA EN PLANTA DE ALCANTARILLA PVC PERFILADO ESC:1/50 CORTE A-A (Longitudinal) ESC:1/25 ESC:1/25 ELEVACION FRONTAL A A B B CORTE B-B (Transversal) ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 5 0.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 14.40 VISTA EN PLANTA DE ALCANTARILLA PVC PERFILADO 2 OJOS B ESC:1/50 B A A 5 5 5 5 5 5 5 5 5 5 ELEVACION FRONTAL ESC:1/25 5 5 SECCION B - B ESC:1/25 5 ESC:1/25 CORTE A-A (Longitudinal) 5 5 5 14.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.60 0.40 5 5 5 5 5 5 5 5 5 5 MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. COMPACTADO DE CAPA RELLENO RELLENO CAPA DE COMPACTADO S= -1% S= -1% 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A-A (Longitudinal) 5 5 5 5 5 5 5 ESC:1/50 5 5 5 5 COMPACTADO DE CAPA RELLENO MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. S= -1% VISTA EN PLANTA DE ALCANTARILLA PVC PERFILADO 5 5 5 ESC:1/50 B A 5 5 B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A ELEVACION FRONTAL ESC:1/50 ESC:1/50 CORTE B-B (Transversal) 5 5 5 PVC Perfilado para Alcantarilla f'c=175kg/cm2 + 30% P.M. 16 S 20 H Sobre carga Americana Tuberia Circular Piedra Emboquillado Concreto Emboquillado Concreto Simple Cemento Portland f'c=140kg/cm2 Tipo I ESPECIFICACIONES TECNICAS 0.6 (m) DATOS DE ALCANTARILLA 1 A - 9 07+920 6 ITEM ALCANTARILLA (m) Progresiva UBICACIÓN L D 0.60 0.70 (m) (m) H1 H2 OBSERVACIONES 16 S 20 H Sobre carga Americana Concreto Emboquillado Tuberia Circular Piedra Emboquillado Concreto Simple Cemento Portland PVC Perfilado para Alcantarilla f'c=175kg/cm2 + 30% P.M. f'c=140kg/cm2 Tipo I 06+744 08+326 ESPECIFICACIONES TECNICAS A - 12 4 3 A - 5 15 2*1.2 1.20 1.35 7 0.9 1.50 1.60 UBICACIÓN 06+510.40 05+940 Progresiva RUTA: ANDA - EL ARABE - JOSE CARLOS MARIATEGUI (KM 00+000 - KM 08+885) 2 1 A - 3 A - 2 ALCANTARILLA ITEM (m) (m) (m) (m) 14 6 1.2 0.9 1.20 1.50 1.35 1.60 RELACION DE ALCANTARILLAS L D H1 H2 ALTURA DE CABEZAL 5 5 5 5 5 5 D = 4" - 6" D = 2" - 4" 2.40 2.40 2.40 2.40 f'c=175kg/cm2 + 30% P.M. Concreto Simple PVC Perfilado para Alcantarilla Piedra Emboquillado Concreto Emboquillado Tuberia Circular D = 2" - 4" f'c=140kg/cm2 08+135 A - 11 7. 6 0.9 ESPECIFICACIONES TECNICAS Cemento Portland Sobre carga Americana 8 A - 13 16 20 Tipo I H S 08+788 6 0.9 4 A - 7 6 5 A - 10 A - 8 2 3 A - 4 A - 6 07+145 7 1.2 07+990 07+471.50 6 5 0.9 1.2 06+626 06+986 7 1.2 7 1.2 1.70 0.80 0.90 0.80 0.90 1.70 0.50 0.60 0.80 0.50 0.90 0.60 0.60 0.50 0.60 0.60 1.70 1.70 1.70 1.70 1.70 RELACION DE ALCANTARILLAS RUTA: ANDA - EL ARABE - JOSE CARLOS MARIATEGUI (KM 00+000 - KM 08+885) Progresiva UBICACIÓN 1 A - 1 ALCANTARILLA ITEM 05+463 5 0.9 (m) L (m) D ALTURA DE CABEZAL 0.80 0.90 H1 (m) (m) H2 1.70 5 0.30 0.30 5 Var. 5 g CORTE B-B (Transversal) 5 D 5 Var. Var. VISTA EN PLANTA DE ALCANTARILLA TMC 5 B A 5 5 B var. g 5 5 5 5 5 5 A 5 5 Var. 5 D=b 5 Cama de Apoyo DETALLE DE ALCANTARILLA: Para evitar la erosion del agua. Var. L (a) CORTE A-A (Longitudinal) 5 5 5 5 5 5 5 Ha VAR H1 COMPACTADO DE CAPA RELLENO MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. S= -1% 5 5 5 5 5 5 H2 5 5 5 5 VAR 5 5 5 Hb D (b) (C) (d) 0.50 HM1 HM2 5 g 5 h1-h2 Ha-Hb Var. Var. 5 g EXCAVACION CABEZAL DE INGRESO A 5 5 ELEVACION FRONTAL CORTE B-B (Transversal) 5 D 5 5 1.50 5 Var. Var. VISTA EN PLANTA DE ALCANTARILLA PVC PERFILADO 5 B A 5 5 B var. g 5 5 5 5 5 5 A 5 5 Var. EXCAV. ALAS 5 5 EXCAV. CAJA EXCAV. CAJA NO NECES. EXCAV. 5 D=b 5 As As 5 5 5 0.80 0.80 Cama de Apoyo 5 NO NECES. EXCAV. EXCAV. CAJA EXCAV. CAJA EXCAV. EMBOQUILLADO EXCAV. EMBOQUILLADO EXCAV. ALAS EXCAV. ALAS 5 1.50 5 DETALLE DE ALCANTARILLA: DEL A-3 AL A-7 PARA A7 EXCAVACION CABEZAL DE SALIDA PARA A7 Para evitar la erosion Terminado de piedra Terminado de piedra 5 5 5 5 .60 5 5 5 5 5 5 5 5 5 5 5 14.40 VISTA EN PLANTA DE ALCANTARILLA PVC PERFILADO 2 OJOS B ESC:1/50 B A A 5 0.60 5 5 5 5 5 5 5 5 ELEVACION FRONTAL INGRESO ESC:1/25 g=3.30 SECCION B - B ESC:1/25 5 ESC:1/25 CORTE A-A (Longitudinal) 5 5 5 14.40 5 5 5 5 5 2.55 5 5 5 5 5 5 5 5 0.60 0.40 5 5 5 5 5 5 5 5 5 5 MATERIAL SELECCIONADO COMPACTADO C/0.30 cms. RELLENO CAPA DE COMPACTADO S= -1% 0.30 5 H1 H2 HM1 HM2 Ha Hb 1.95 1.95 5 PARA EXCAV. TUB DEL A3 AL A6 D=b var. Terraplen 5 g 5 Ha-Hb Ha-Hb Var. CABEZAL DE ALCANTARILLA N° 7 5 D=b 5 5 5 var. 6+510 A - 3 14 1.2 0.30 UBICACIÓN Progresiva RUTA: ANDA - EL ARABE - JOSE CARLOS MARIATEGUI (KM 00+000 - KM 08+885) ALCANTARILLA (m) (m) (m) (m) L D H1 H2 (m) (m) HM1 HM2 (m) (m) Ha Hb 5 Var. se-ss 5 EXCAV. ALAS (m) (m) se ss 5 5 Ae Ae 5 5 Ae Ae As As Ae Ae 5 5 5 5 (m) g 1.80 6+626 A - 4 7 1.2 0.30 1.80 6+746 A - 5 7 0.9 0.30 1.50 6+984 A - 6 7 1.2 0.30 1.80 7+145 A - 7 7 1.2 0.30 1.80 0.37 2.50 2.60 2.00 2.10 0.20 0.30 0.44 0.37 0.37 0.37 2.40 1.70 1.70 1.75 2.40 1.85 1.75 1.85 - - - - - - - - 1.70 1.70 1.25 1.35 1.35 1.20 1.35 1.20 Sardinel adicional. 5 g 5 Var. 5 Var. EXCAVACION CABEZAL DE INGRESO A 5 5 ELEVACION FRONTAL 5 g 5 5 D=b 5 5 Var. Var. 5 EXCAV. CAJA 5 g 5 EXCAVACION CABEZAL DE SALIDA Las excavaciones de cabezales, es como se indica. var. L Rasante del pavimento Terraplen 5 (m) Ae (m) As 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 5+463 A - 1 5 0.9 0.30 UBICACIÓN Progresiva RUTA: ANDA - EL ARABE - JOSE CARLOS MARIATEGUI (KM 00+000 - KM 08+885) ALCANTARILLA (m) (m) (m) (m) L D H1 H2 (m) (m) HM1 HM2 (m) (m) Ha Hb (m) (m) se ss (m) g 1.50 5+940 A - 2 6 0.9 0.30 1.50 7+485 A - 8 5 1.2 0.30 1.83 7+922 A - 9 6 0.6 0.30 1.20 7+992 A - 10 6 0.9 0.30 1.50 0.36 1.70 1.85 1.25 1.40 0.35 0.36 0.35 0.36 1.70 2.40 1.95 1.20 1.85 2.55 2.13 1.30 - - - - - - - - 1.70 1.70 1.80 1.95 1.83 1.50 0.90 0.90 8+135 A - 11 6 0.9 0.30 1.50 0.36 1.70 1.85 1.20 1.35 8+775 A - 13 6 0.9 0.30 1.50 0.36 1.70 1.85 1.20 1.35 - - - - - - (m) Ae (m) As 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 L As As 08+320 A - 12 15 2*1.2 0.30 UBICACIÓN Progresiva RUTA: ANDA - EL ARABE - JOSE CARLOS MARIATEGUI (KM 00+000 - KM 08+885) ALCANTARILLA (m) (m) (m) (m) L D H1 H2 (m) (m) HM1 HM2 (m) (m) Ha Hb (m) (m) se ss (m) g 0.45 2.40 2.55 - - 1.80 1.95 (m) Ae (m) As 1.70 1.70 3.60 CUADRO DE ALCANTARILLAS 5 5 5 5 5 L=15m 5 DETALLE DE ALCANTARILLA N° 12 5 5 g 5 Ha-Hb Ha-Hb Var. CABEZAL DE ALCANTARILLA N° 7 5 D=b 5 5 5 var. 5 Var. se-ss Sardinel adicional. 5 del cimiento. CABEZAL, ALAS Y CAJA RECEPTORA CONCRETO SIMPLE f'c=175 kg/cm2 CANAL DE ENTRADA Y CANAL DE DESCARGA PIEDRA EMBOQUILLADA: P.M. (5" tam. max.)+ mortero de f'c=175 Kg/cm2. MATERIAL GRANULAR TIPO A1, A2 ó A3 CLASIF. AASHTO - - ESPECIFICACIONES TECNICAS - DETALLE DE ALCANTARILLA 1 ANILLO 0.81 m CORRUGA 68 mm 13 mm S/E CORTE X-X ESC. 1:25 COSTURA CIRCUNFERENCIAL X X COSTURA LONGITUDINAL FLUJO TRASLAPE SIEMPRE EN EL SENTIDO DEL FLUJO TUBERIA DE METAL CORRUGADO ALIVIADERO Y EMBOQUILLADO DE PIEDRA PIEDRAS: Las piedras serán de calidad y forma apropiadas, macizas, ser resistentes a la intemperie, durables, exentas de defectos estructurales y de sustancias extrañas y deberán conformarse a los requisitos indicados en los planos. Pueden proceder de la excavación de la explanación o de fuentes aprobadas y provendrán de cantos rodados o rocas sanas, compactas, resistentes y durables. El tamaño máximo admisible de las piedras, dependerá del espesor y volumen de la estructura de la cual formará parte. el tamaño máximo de cualquier fragmento no deberá exceder de dos tercios (2/3) del espesor de la capa en la cual se vaya a colocar. ESPECIFICACIONES TECNICAS S/E d3/8"@0.15 1 % d1/2"@0.15 d1/2"@0.15 d3/8"@0.25 Emboquillado con piedra Ø 4-6" Asentado con concreto Alero de salida Concreto armado f'c= 210 Kg/cm2 CAJA DE INGRESO PARAPETO CAJA DE INGRESO CUNETAS CUNETAS PARAPETO Emboquillado con piedra Ø 4-6" Asentado con concreto Afirmado Afirmado d3/8"@0.15 d3/8"@0.25 Afirmado Concreto Simple f'c= 175 Kg/cm2 Concreto Simple f'c= 175 Kg/cm2 5 Var. 0.65 5 0.70 VISTA LATERAL C-C 5 0.65 ESC:1/25 5 5 5 5 5 VAR. Var. 5 5 5 ESC:1/25 CORTE A - A 5 5 CORTE B - B ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B PLANTA - ALCANTARILLA ESC:1/25 5 5 5 A 5 5 B 5 .20 C ESPECIFICACIONES TECNICAS Piedra Emboquillado Sobre Carga Americana Cemento Portland Acero grado 60 Concreto Ciclópeo Concreto Armado Concreto Emboquillado Recubrimiento acero Ø = 4" - 6" f'c=140 kg/cm2 H 20 Tipo - 1 fy=4200 kg/cm2 f'c=175 kg/cm2 f'c=210 kg/cm2 4cm PLANTA 5 5 5 5 5 Ha Var. 5 AFIRMADO SOLADO e= 0.10 ESPECIFICACIONES TECNICAS 1. CONCRETO : 3. ARMADURA : 2. AGREGADO : _ACERO DE REFUERZO : _PIEDRA TAMAÑO MÁXIMO 3/4'' Fy = 4200 kg/cm2 _f'c = 210 kg/cm2 5 Hb Var. 5 CORTE A-A ESCALA: 1/50 ESCALA: 1/100 A A B 5 5 a 5 5 L 5 Aes L. As ENCOFRADO S=2% g 5 LOSA a 5 5 h 5 5 SOLADO Ø3/8''@0.30 Ø3/8''@0.30 1Ø3/8'' CORTE B-B ESCALA: 1/25 0.60 VARIABLE (0.90 - 1.20) 5 5 A1 A2 5 CORTE C-C ESCALA: S/E _RECUBRIMIENTO MÍNIMOS : . FONDO : 5.00 cm . PAREDES : 5.00 cm . TECHO (LOSA) : 4.00 cm _LONGITUD DE TRASLAPE : . Ø 3/8'' : 20.00 cm . Ø 1/2'' : 30.00 cm 5 5 5 Ø 1/2''@0.25 Ø 3/8''@0.20 5 Ø 3/8''@0.20 Ø 3/8''@0.20 Ø 3/8''@0.20 Ae B EJE DE VÍA 5 5 Var. 5 5 L 5 5 5 5 5 5 LOSA C C Ø 1/2''@0.25 Ø 1/2''@0.25 Ø 3/8''@0.30 Ø 3/8''@0.30 Ø 3/8''@0.40 Ø 3/8''@0.25 Ø 3/8''@0.25 Ø 1/2''@0.40 Ø3/8''@0.25 Ø3/8''@0.30 Ø3/8''@0.30 Ø3/8''@0.30 Ø3/8''@0.30 Ø1/2''@0.25 5 HM1 5 RELLENO 0.10 5 5 5 5 5 5 5 5 Emboquillado de 5 5 5 5 Mampostería 5 5 5 5 5 5 5 5 Emboquillado de .15 5 Mamposteria e = 0.20 m 5 .15 ALCANTARILLA TIPO MARCO Km. 05+535 - AP - 06 ARMADURA Ø1/2''@0.40 Ø3/8''@0.40 Ø1/2''@0.25 Ø3/8''@0.40 Ø1/2''@0.40 1Ø3/8'' Ø3/8''@0.25 5 Ø3/8''@0.25 Ø3/8''@0.40 Ø3/8''@0.40 Ø1/2''@0.40 Ø1/2''@0.40 Ø3/8''@0.25 Ø3/8''@0.25 ALC 100X100 5 5 ESTRUCTURAS 5 5 5 HM2 S=2% Aes Aei Aei Afirmado a VISTA LATERAL C-C 5 ESC:1/25 5 HM1 Ha a Ae 0.60 HM2 h ESCALA: 1/20 ESCALA: 1/20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HM1 5 5 5 HM2 1.45 5 5 0.70 5 5 5 5 VISTA EN PLANTA CORTE LONGITUDINAL CUNETA CUNETA L 0.30 5 5 5 5 5 5 L 5 5 Relleno con material seleccionado Afirmado 5 5 5 5 5 5 VISTA EN PLANTA CUNETA CUNETA 5 TAJEA No. 02 5 5 5 5 5 5 1.90 5 5 5 5 As 5 Escala 1/25 Escala 1/50 Escala 1/25 5 5 5 5 5 5 5 5 5 CORTE LONGITUDINAL H1 L Relleno con material seleccionado Afirmado 5 5 5 5 5 5 5 Escala 1/25 5 5 5 5 5 5 5 TAJEA PROG. 0+960 H1 H2 Tuberia perfilada de 12" H2 CORTE B-B (Transversal) Esc: 1/50 Esc: 1/75 Esc: 1/75 Esc: 1/75 Esc: 1/50 Esc: 1/50

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, culvert, DETAIL, detailed, details, dimensions, drawings, DWG, HIGHWAY, pavement, Road, route, sewer

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